Orange County Coastkeeper v. Republic Services, Inc. et al

Filing 34

CONSENT DECREE by Judge Beverly Reid O'Connell. NOW THEREFORE IT IS HEREBY STIPULATED BETWEEN THE SETTLING PARTIES AND ORDERED AND DECREED BY THE COURT AS FOLLOWS: Defendants shall pay a total of $15,000.00 to Coastkeeper for fees and costs incurred by Coastkeeper in monitoring Defendants' compliance with this Consent Decree Defendants agree make a payment of $167,000.00 Payment shall be made within thirty (30) days of entry of this Consent Decree by the Court payable to the "O.C./I.E. Public Interest Green Fund" and delivered by certified mail or overnight delivery to: Orange County Community Foundation, 4041 MacArthur Boulevard, Suite 510, Newport Beach, California 92660. Defendants shall pay a total of  6;193,000.00 to Coastkeeper to partially reimburse Coastkeeper for its investigation fees, expert/consultant fees and costs, and reasonable attorneys' fees incurred as a result of investigating and preparing the lawsuit, and negotiating this Con sent Decree. This Consent Decree constitutes a full and final settlementof this matter. (MD JS-6. Case Terminated.) (Attachments: # 1 Exhibit A, # 2 Figures, # 3 Appendix B, # 4 Figures, # 5 Appendix C, # 6 Figures, # 7 Appendix B Receipt of Notice of Intent, # 8 Figures, # 9 Tables, # 10 Tables - Part 1) (jp)

Appendix C
Example of Annual Report Forms

State of California
STATE WATER RESOURCES CONTROL BOARD

2012-2013

ANNUAL REPORT
FOR
STORM WATER DISCHARGES ASSOCIATED
WITH INDUSTRIAL ACTIVITIES

Reporting Period July 1, 2012 through June 30, 2013
An annual report is required to be submitted to your local Regional Water Quality Control Board
(Regional Board) by July 1 of each year. This document must be certified and signed, under penalty
of perjury, by the appropriate official of your company. Many of the Annual Report questions require an
explanation. Please provide explanations on a separate sheet as an attachment. Retain a copy of
the completed Annual Report for your records.
Please circle or highlight any information contained in Items A, B, and C below that is new or revised so
we can update our records. Please remember that a Notice of Termination and new Notice of Intent
are required whenever a facility operation is relocated or changes ownership.
If you have any questions, please contact your Regional Board Industrial Storm Water Permit Contact.
The names, telephone numbers and e-mail addresses of the Regional Board contacts, as well as the
Regional Board office addresses can be found at http://www.swrcb.ca.gov/stormwtr/contact.html. To
find your Regional Board information, match the first digit of your WDID number with the corresponding
number that appears in parenthesis on the first line of each Regional Board office.
GENERAL INFORMATION:
A. Facility Information:

Facility WDID No:

Facility Business Name:

Contact Person:

Physical Address:

e-mail:

City:

CA Zip:

Phone:

Standard Industrial Classification (SIC) Code(s):

B. Facility Operator Information:
Operator Name:

Contact Person:

Mailing Address:

e-mail:

City:

State:

Zip:

Phone:

C. Facility Billing Information:
Operator Name:

Contact Person:

Mailing Address:

e-mail:

City:

State:

Zip:

Phone: ______________

2012-2013

ANNUAL REPORT
SPECIFIC INFORMATION
MONITORING AND REPORTING PROGRAM
D.

SAMPLING AND ANALYSIS EXEMPTIONS AND REDUCTIONS
1.

For the reporting period, was your facility exempt from collecting and analyzing samples from two storm events in
accordance with sections B.12 or 15 of the General Permit?
YES

2.

NO

Go to Item D.2

Go to Section E

Indicate the reason your facility is exempt from collecting and analyzing samples from two storm events. Attach a
copy of the first page of the appropriate certification if you check boxes ii, iii, iv, or v.
i.

Participating in an Approved Group Monitoring Plan

Group Name :

ii.

Submitted No Exposure Certification (NEC)

Date Submitted:

Re-evaluation Date:

_

Does facility continue to satisfy NEC conditions?
iii.

YES

Submitted Sampling Reduction Certification (SRC)

Date Submitted:

Re-evaluation Date:

_

Does facility continue to satisfy SRC conditions?
iv.

Received Regional Board Certification

v.

3.

Received Local Agency Certification

E.

YES

NO

Certification Date:
Cetification Date:

If you checked boxes i or iii above, were you scheduled to sample one storm event during the reporting year?
YES

4.

NO

NO

Go to Section E

Go to Section F

If you checked boxes ii, iv, or v, go to Section F.

SAMPLING AND ANALYSIS RESULTS
If less than 2, attach explanation (if you checked
item D.2.i or iii. above, only attach explanation if you
answer “0”).

1.

How many storm events did you sample?

2.

Did you collect storm water samples from the first storm of the wet season that produced a discharge during
scheduled facility operating hours? (Section B.5 of the General Permit)
YES

3.

NO,

How many storm water discharge locations are at your facility?

-2-

attach explanation (Please note that if
you do not sample the first storm event, you are
still required to sample 2 storm events)

4.

For each storm event sampled, did you collect and analyze a
sample from each of the facilitys’ storm water discharge locations?

YES, go to Item E.6

5.

Was sample collection or analysis reduced in accordance
with Section B.7.d of the General Permit?

YES

NO, attach explanation

NO

If “YES”, attach documentation supporting your determination
that two or more drainage areas are substantially identical.
Date facility’s drainage areas were last evaluated

_

6.

Were all samples collected during the first hour of discharge?

YES

NO, attach explanation

7.

Was all storm water sampling preceded by three (3)
working days without a storm water discharge?

YES

NO, attach explanation

8.

Were there any discharges of stormwater that had been
temporarily stored or contained? (such as from a pond)

YES

NO, go to Item E.10

YES

NO, attach explanation

9.

Did you collect and analyze samples of temporarily stored or
contained storm water discharges from two storm events?
(or one storm event if you checked item D.2.i or iii. above)

10. Section B.5. of the General Permit requires you to analyze storm water samples for pH, Total Suspended Solids (TSS),
Specific Conductance (SC), Total Organic Carbon (TOC) or Oil and Grease (O&G), other pollutants likely to be present
in storm water discharges in significant quantities, and analytical parameters listed in Table D of the General Permit.
a.

Does Table D contain any additional parameters
related to your facility's SIC code(s)?

YES

NO, Go to Item E.11

b.

Did you analyze all storm water samples for the
applicable parameters listed in Table D?

YES

NO

c.

If you did not analyze all storm water samples for the
applicable Table D parameters, check one of the
following reasons:
In prior sampling years, the parameter(s) have not been detected in significant quantities from two
consecutive sampling events. Attach explanation
The parameter(s) is not likely to be present in storm water discharges and authorized non-storm water
discharges in significant quantities based upon the facility operator’s evaluation. Attach explanation
Other. Attach explanation

11. For each storm event sampled, attach a copy of the laboratory analytical reports and report the sampling and analysis
results using Form 1 or its equivalent. The following must be provided for each sample collected:
•
•
•
•
•

•
•
•
•
•

Date and time of sample collection
Name and title of sampler.
Parameters tested.
Name of analytical testing laboratory.
Discharge location identification.

-3-

Testing results.
Test methods used.
Test detection limits.
Date of testing.
Copies of the laboratory analytical results.

F.

QUARTERLY VISUAL OBSERVATIONS
1.

Authorized Non-Storm Water Discharges
Section B.3.b of the General Permit requires quarterly visual observations of all authorized non-storm water
discharges and their sources.
a.

Do authorized non-storm water discharges occur at your facility?
YES

b.

NO

Go to Item F.2

Indicate whether you visually observed all authorized non-storm water discharges and their sources
during the quarters when they were discharged. Attach an explanation for any “NO” answers. Indicate
“N/A” for quarters without any authorized non-storm water discharges.
July -September

NO

N/A

October-December

YES

NO

N/A

January-March
c.

YES
YES

NO

N/A

April-June

YES

NO

N/A

Use Form 2 to report quarterly visual observations of authorized non-storm water discharges or
provide the following information.
i.
ii.
iii.
iv.
v.
vi.

2.

name of each authorized non-storm water discharge
date and time of observation
source and location of each authorized non-storm water discharge
characteristics of the discharge at its source and impacted drainage area/discharge location
name, title, and signature of observer
any new or revised BMPs necessary to reduce or prevent pollutants in authorized non-storm water
discharges. Provide new or revised BMP implementation date.

Unauthorized Non-Storm Water Discharges
Section B.3.a of the General Permit requires quarterly visual observations of all drainage areas to detect the
presence of unauthorized non-storm water discharges and their sources.
a.

Indicate whether you visually observed all drainage areas to detect the presence of unauthorized nonstorm water discharges and their sources. Attach an explanation for any “NO” answers.
July -September

NO

October-December

YES

NO

January-March
b.

YES
YES

NO

April-June

YES

NO

Based upon the quarterly visual observations, were any unauthorized non-storm water discharges detected?
YES

c.

NO

Have each of the unauthorized non-storm water discharges been eliminated or permitted?
YES

d.

Go to item F.2.d

NO

Attach explanation

Use Form 3 to report quarterly unauthorized non-storm water discharge visual observations or provide the
following information.
i.
ii.
iii.
iv.
v.
vi.

name of each unauthorized non-storm water discharge.
date and time of observation.
source and location of each unauthorized non-storm water discharge.
characteristics of the discharge at its source and impacted drainage area/discharge location.
name, title, and signature of observer.
any corrective actions necessary to eliminate the source of each unauthorized non-storm water
discharge and to clean impacted drainage areas. Provide date unauthorized non-storm water
discharge(s) was eliminated or scheduled to be eliminated.

-4-

G. MONTHLY WET SEASON VISUAL OBSERVATIONS
Section B.4.a of the General Permit requires you to conduct monthly visual observations of storm water
discharges at all storm water discharge locations during the wet season. These observations shall occur during
the first hour of discharge or, in the case of temporarily stored or contained storm water, at the time of discharge.
1.

Indicate below whether monthly visual observations of storm water discharges occurred at all discharge
locations. Attach an explanation for any “NO” answers. Include in this explanation whether any eligible
storm events occurred during scheduled facility operating hours that did not result in a storm water
discharge, and provide the date, time, name and title of the person who observed that there was no storm
water discharge.
October

YES

NO

February

November

2.

April

January

NO

March

December

YES

May

Report monthly wet season visual observations using Form 4 or provide the following information.
a.
b.
c.
d.

date, time, and location of observation
name and title of observer
characteristics of the discharge (i.e., odor, color, etc.) and source of any pollutants observed.
any new or revised BMPs necessary to reduce or prevent pollutants in storm water discharges.
Provide new or revised BMP implementation date.

ANNUAL COMPREHENSIVE SITE COMPLIANCE EVALUATION (ACSCE)
H.

ACSCE CHECKLIST
Section A.9 of the General Permit requires the facility operator to conduct one ACSCE in each reporting period (July 1June 30). Evaluations must be conducted within 8-16 months of each other. The SWPPP and monitoring program
shall be revised and implemented, as necessary, within 90 days of the evaluation. The checklist below includes the
minimum steps necessary to complete a ACSCE. Indicate whether you have performed each step below. Attach an
explanation for any “NO” answers.
1.

Have you inspected all potential pollutant sources and industrial activities areas?
The following areas should be inspected:
•
•
•
•
•
•
•

areas where spills and leaks have occured during
the last year.
outdoor wash and rinse areas.
process/manufacturing areas.
loading, unloading, and transfer areas.
waste storage/disposal areas.
dust/particulate generating areas.
erosion areas.

•
•
•
•
•
•

•

YES

NO

building repair, remodeling, and construction
material storage areas
vehicle/equipment storage areas
truck parking and access areas
rooftop equipment areas
vehicle fueling/maintenance areas
non-storm water discharge generating areas

2.

Have you reviewed your SWPPP to assure that its BMPs address existing
potential pollutant sources and industrial activities areas?

YES

NO

3.

Have you inspected the entire facility to verify that the SWPPP’s site map,
is up-to-date? The following site map items should be verified:

YES

NO

•
•
•

facility boundaries
outline of all storm water drainage areas
areas impacted by run-on

•
•
•

-5-

storm water discharges locations
storm water collection and conveyance system
structural control measures such as catch basins,
berms, containment areas, oil/water separators, etc.

4.

Have you reviewed all General Permit compliance records generated
since the last annual evaluation?

YES

NO

The following records should be reviewed:
•
•
•
5.

quarterly authorized non-storm water
discharge visual observations
monthly storm water discharge
visual observation
records of spills/leaks and associated
clean-up/response activities

•
•

•

quarterly unauthorized non-storm
water discharge visual observations
Sampling and Analysis records
preventative maintenance inspection
and maintenance records

Have you reviewed the major elements of the SWPPP to assure
compliance with the General Permit?

YES

NO

The following SWPPP items should be reviewed:
•
•
•
6.

pollution prevention team
list of significant materials
description of potential pollutant sources

•
•

assessment of potential pollutant sources
identification and description of the BMPs to be
implemented for each potential pollutant source

Have you reviewed your SWPPP to assure that a) the BMPs are adequate
in reducing or preventing pollutants in storm water discharges and authorized
non-storm water discharges, and b) the BMPs are being implemented?

YES

NO

The following BMP categories should be reviewed:
•
•
•
•
•
7.

I.

good housekeeping practices
spill response
employee training
erosion control
quality assurance

•
•
•

•

preventative maintenance
material handling and storage practices
waste handling/storage
structural BMPs

Has all material handling equipment and equipment needed to
implement the SWPPP been inspected?

YES

NO

ACSCE EVALUATION REPORT
The facility operator is required to provide an evaluation report that includes:
•
•
•

identification of personnel performing the evaluation
the date(s) of the evaluation
necessary SWPPP revisions

•
•

schedule for implementing SWPPP revisions
any incidents of non-compliance and the corrective
actions taken.

Use Form 5 to report the results of your evaluation or develop an equivalent form.
J.

ACSCE CERTIFICATION
The facility operator is required to certify compliance with the Industrial Activities Storm Water General Permit. To
certify compliance, both the SWPPP and Monitoring Program must be up to date and be fully implemented.
Based upon your ACSCE, do you certify compliance with the Industrial
Activities Storm Water General Permit?

YES

If you answered “NO” attach an explanation to the ACSCE Evaluation Report why you are not in
compliance with the Industrial Activities Storm Water General Permit.

-6-

NO

ATTACHMENT SUMMARY
Answer the questions below to help you determine what should be attached to this annual report. Answer NA (Not
Applicable) to questions 2-4 if you are not required to provide those attachments.
1. Have you attached Forms 1,2,3,4, and 5 or their equivalent?

YES (Mandatory)

2. If you conducted sampling and analysis, have you attached the
laboratory analytical reports?

YES

NO

NA

YES

NO

NA

YES

NO

NA

3. If you checked box II, III, IV, or V in item D.2 of this Annual
Report, have you attached the first page of the
appropriate certifications?
4. Have you attached an explanation for each “NO” answer in
items E.1, E.2, E.5-E.7, E.9, E.10.c, F.1.b, F.2.a, F.2.c,
G.1, H.1-H.7, or J?

ANNUAL REPORT CERTIFICATION
I am duly authorized to sign reports required by the INDUSTRIAL ACTIVITIES STORM WATER GENERAL
PERMIT (see Standard Provision C.9) and 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 ensure that qualified
personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons
who manage the system, or those person 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.
Printed Name:
Signature:

Date:

Title:

-7-

2012-2013

ANNUAL REPORT
DESCRIPTION OF BASIC ANALYTICAL PARAMETERS
The Industrial Activities Storm Water General Permit (General Permit) requires you to analyze storm water samples for at least
four parameters. These are pH, Total Suspended Solids (TSS), Specific Conductance (SC),and Total Organic Carbon (TOC).
Oil and Grease (O&G) may be substituted for TOC. In addition, you must monitor for any other pollutants which you believe to be
present in your storm water discharge as a result of industrial activity and analytical parameters listed in Table D of the General
Permit. There are no numeric limitations for the parameters you test for.
The four parameters which the General Permit requires to be tested are considered indicator parameters. In other words,
regardless of what type of facility you operate, these parameters are nonspecific and general enough to usually provide some
indication whether pollutants are present in your storm water discharge. The following briefly explains what each of these
parameters mean:
pH is a numeric measure of the hydrogen-ion concentration. The neutral, or acceptable, range is within 6.5 to 8.5. At values less
than 6.5, the water is considered acidic; above 8.5 it is considered alkaline or basic. An example of an acidic substance is vinegar,
and a alkaline or basic substance is liquid antacid. Pure rainfall tends to have a pH of a little less than 7. There may be sources of
materials or industrial activities which could increase or decrease the pH of your storm water discharge. If the pH levels of your
storm water discharge are high or low, you should conduct a thorough evaluation of all potential pollutant sources at your site.
Total Suspended Solids (TSS) is a measure of the undissolved solids that are present in your storm water discharge. Sources
of TSS include sediment from erosion of exposed land, and dirt from impervious (i.e. paved) areas. Sediment by itself can be very
toxic to aquatic life because it covers feeding and breeding grounds, and can smother organisms living on the bottom of a water
body. Toxic chemicals and other pollutants also adhere to sediment particles. This provides a medium by which toxic or other
pollutants end up in our water ways and ultimately in human and aquatic life. TSS levels vary in runoff from undisturbed land. It
has been shown that TSS levels increase significantly due to land development.
Specific Conductance (SC) is a numerical expression of the ability of the water to carry an electric current. SC can be used to
assess the degree of mineralization, salinity, or estimate the total dissolved solids concentration of a water sample. Because of
air pollution, most rain water has a SC a little above zero. A high SC could affect the usability of waters for drinking, irrigation, and
other commercial or industrial use.
Total Organic Carbon (TOC) is a measure of the total organic matter present in water. (All organic matter contains carbon)
This test is sensitive and able to detect small concentrations of organic matter. Organic matter is naturally occurring in animals,
plants, and man. Organic matter may also be man made (so called synthetic organics). Synthetic organics include pesticides,
fuels, solvents, and paints. Natural organic matter utilizes the oxygen in a receiving water to biodegrade. Too much organic
matter could place a significant oxygen demand on the water, and possibly impact its quality. Synthetic organics either do not
biodegrade or biodegrade very slowly. Synthetic organics are a source of toxic chemicals that can have adverse affects at very
low concentrations. Some of these chemicals bioaccumulate in aquatic life. If your levels of TOC are high, you should evaluate
all sources of natural or synthetic organics you may use at your site.
Oil and Grease (O&G) is a measure of the amount of oil and grease present in your storm water discharge. At very low
concentrations, O&G can cause a sheen (that floating "rainbow") on the surface of water (1 qt. of oil can pollute 250,000 gallons of
water). O&G can adversely affect aquatic life and create unsightly floating material and film on water, thus making it undrinkable.
Sources of O&G include maintenance shops, vehicles, machines and roadways.
If you have any questions regarding whether or not your constituent concentrations are too high, please contact your local
Regional Board office. The United States Environmental Protection Agency (USEPA) has published stormwater discharge
benchmarks for a number of parameters. These benchmarks may be helpful when evaluating whether additional BMPs are
appropriate. These benchmarks can be accessed at our website at http://www.swrcb.ca.gov. It is contained in the Sampling and
Analysis Reduction Certification.

See Storm Water Contacts at
http://www.waterboards.ca.gov/water_issues/programs/stormwater/contact.shtml

-8-

2012-2013

ANNUAL REPORT

SIDE A

FORM 1-SAMPLING & ANALYSIS RESULTS
FIRST STORM EVENT
•
•

•

If analytical results are less than the detection limit (or non detectable), show the value as less than
the numerical value of the detection limit (example: <.05)
If you did not analyze for a required parameter, do not report “0”. Instead, leave the appropriate box blank

NAME OF PERSON COLLECTING SAMPLE(S):

_

When analysis is done using portable analysis (such as portable pH meters, SC
meters, etc.), indicate “PA” in the appropriate test method used box.
Make additional copies of this form as necessary.

•

TITLE:

_

SIGNATURE:

_

ANALYTICAL RESULTS
For First Storm Event

DESCRIBE
DISCHARGE
LOCATION
Example: NW Out Fall

DATE/TIME
OF SAMPLE
COLLECTION

TIME
DISCHARGE
STARTED

OTHER PARAMETERS

BASIC PARAMETERS

pH
_

______

_

______

_

______

_

mg/l

umho/cm

mg/l

mg/l

AM
PM

_
AM
PM

TOC

AM
PM

_
AM
PM

O&G

AM
PM

_
AM
PM

SC

pH Units

______

_
AM
PM

TSS

AM
PM

TEST REPORTING UNITS:
TEST METHOD DETECTION LIMIT:
TEST METHOD USED:
ANALYZED BY (SELF/LAB):
TSS - Total Suspended Solids

SC - Specific Conductance

O&G - Oil & Grease

TOC - Total Organic Carbon

2012-2013

ANNUAL REPORT

SIDE B

FORM 1-SAMPLING & ANALYSIS RESULTS
SECOND STORM EVENT
•
•

•

If analytical results are less than the detection limit (or non detectable), show the value as less than
the numerical value of the detection limit (example: <.05)
If you did not analyze for a required parameter, do not report “0”. Instead, leave the appropriate box blank

NAME OF PERSON COLLECTING SAMPLE(S):

_

When analysis is done using portable analysis (such as portable pH meters, SC
meters, etc.), indicate “PA” in the appropriate test method used box.
Make additional copies of this form as necessary.

•

TITLE:

_

SIGNATURE:

_

ANALYTICAL RESULTS
For First Storm Event

DESCRIBE
DISCHARGE
LOCATION
Example: NW Out Fall

DATE/TIME
OF SAMPLE
COLLECTION

TIME
DISCHARGE
STARTED

OTHER PARAMETERS

BASIC PARAMETERS

pH
_

______

_

______

_

______

_

mg/l

umho/cm

mg/l

mg/l

AM
PM

_
AM
PM

TOC

AM
PM

_
AM
PM

O&G

AM
PM

_
AM
PM

SC

pH Units

______

_
AM
PM

TSS

AM
PM

TEST REPORTING UNITS:
TEST METHOD DETECTION LIMIT:
TEST METHOD USED:
ANALYZED BY (SELF/LAB):
TSS - Total Suspended Solids

SC - Specific Conductance

O&G - Oil & Grease

TOC - Total Organic Carbon

2012-2013

ANNUAL REPORT

SIDE A

FORM 2-QUARTERLY VISUAL OBSERVATIONS OF AUTHORIZED
NON-STORM WATER DISCHARGES (NSWDs)
•
•

Quarterly dry weather visual observations are required of each authorized NSWD.
Observe each authorized NSWD source, impacted drainage area, and
discharge location.

QUARTER:

Observers Name:

_

Signature:

_

Observers Name:

_

Title:

_

Signature:

_

Observers Name:

_

Title:

_

Signature:

_

Observers Name:

_

Title:

_

Signature:

_

JULY-SEPT.
DATE:
_
QUARTER:
OCT.-DEC.
DATE:
_
QUARTER:
JAN.-MARCH
DATE:
_
QUARTER:
APRIL-JUNE
DATE:
_

•

Authorized NSWDs must meet the conditions provided in Section D (pages 5-6),
of the General Permit.
Make additional copies of this form as necessary.

_

Title:

•

WERE ANY AUTHORIZED NSWDs
DISCHARGED DURING THIS QUARTER?

WERE ANY AUTHORIZED NSWDs
DISCHARGED DURING THIS QUARTER?

WERE ANY AUTHORIZED NSWDs
DISCHARGED DURING THIS QUARTER?

WERE ANY AUTHORIZED NSWDs
DISCHARGED DURING THIS QUARTER?

YES
NO

YES
NO

If YES, complete
reverse side of
this form.

If YES, complete
reverse side of
this form.

YES

If YES, complete
reverse side of
NO this form.

YES

If YES, complete
reverse side of
NO this form.

2012-2013

ANNUAL REPORT
FORM 2-QUARTERLY VISUAL OBSERVATIONS OF AUTHORIZED
NON-STORM WATER DISCHARGES (NSWDs)
DATE /TIME OF
OBSERVATION

SOURCE AND
LOCATION OF
AUTHORIZED
NSWD
EXAMPLE:
Air conditioner Units
on Building C

_
AM
PM
_
AM
PM
_
AM
PM
_
AM
PM
_
AM
PM

NAME OF
AUTHORIZED
NSWD
EXAMPLE:
Air conditioner
condensate

DESCRIBE AUTHORIZED NSWD
CHARACTERISTICS

Indicate whether authorized NSWD is clear, cloudy, or
discolored, causing staining, contains floating objects
or an oil sheen, has odors, etc.

At the NSWD
Source

At the NSWD Drainage
Area and Discharge
Location

SIDE B

DESCRIBE ANY REVISED OR NEW
BMPs AND PROVIDE THEIR
IMPLEMENTATION DATE

2012-2013

ANNUAL REPORT

SIDE A

FORM 3-QUARTERLY VISUAL OBSERVATIONS OF UNAUTHORIZED
NON-STORM WATER DISCHARGES (NSWDs)
•
•
•
•
•
•

Unauthorized NSWDs are discharges (such as wash or rinse waters) that do not meet the conditions provided in
Section D (pages 5-6) of the General Permit.
Quarterly visual observations are required to observe current and detect prior unauthorized NSWDs.
Quarterly visual observations are required during dry weather and at all facility drainage areas.
Each unauthorized NSWD source, impacted drainage area, and discharge location must be identified and observed.
Unauthorized NSWDs that can not be eliminated within 90 days of observation must be reported to the Regional Board in accordance
with Section A.10.e of the General Permit.
Make additional copies of this form as necessary.

QUARTER: JULY-SEPT.
DATE/TIME OF
OBSERVATIONS

AM
PM

QUARTER: OCT.-DEC.
DATE/TIME OF
OBSERVATIONS

AM
PM

QUARTER: JAN.-MARCH
DATE/TIME OF
OBSERVATIONS

AM
PM

QUARTER: APRIL-JUNE
DATE/TIME OF
OBSERVATIONS

AM
PM

Observers Name:

_

Title:

_

Signature:

_

Observers Name:

_

Title:

_

Signature:

_

Observers Name:

_

Title:

_

Signature:

_

Observers Name:

_

Title:

_

Signature:

_

WERE UNAUTHORIZED
NSWDs OBSERVED?

YES

NO

WERE THERE INDICATIONS OF
PRIOR UNAUTHORIZED NSWDs?

YES

NO

WERE UNAUTHORIZED
NSWDs OBSERVED?

YES

NO

WERE THERE INDICATIONS OF
PRIOR UNAUTHORIZED NSWDs?

YES

NO

WERE UNAUTHORIZED
NSWDs OBSERVED?

YES

NO

WERE THERE INDICATIONS OF
PRIOR UNAUTHORIZED NSWDs?

YES

NO

WERE UNAUTHORIZED
NSWDs OBSERVED?

YES

NO

WERE THERE INDICATIONS OF
PRIOR UNAUTHORIZED NSWDs?

YES

NO

If YES to
either
question,
complete
reverse
side.
If YES to
either
question,
complete
reverse
side.
If YES to
either
question,
complete
reverse
side.
If YES to
either
question,
complete
reverse
side.

2012-2013

ANNUAL REPORT
FORM 3 QUARTERLY VISUAL OBSERVATIONS OF UNAUTHORIZED
NON-STORM WATER DISCHARGES (NSWDs)
OBSERVATION
DATE
(FROM
REVERSE SIDE)

NAME OF
UNAUTHORIZED
NSWD

EXAMPLE:
Vehicle Wash
Water

_
AM
PM
_
AM
PM
_
AM
PM
_
AM
PM

SOURCE AND
LOCATION
OF
UNAUTHORIZED
NSWD
EXAMPLE:
NW Corner of
Parking Lot

DESCRIBE UNAUTHORIZED NSWD
CHARACTERISTICS
Indicate whether unauthorized NSWD is clear, cloudy,
discolored, causing stains; contains floating objects or an
oil
sheen, has odors, etc.
AT THE UNAUTHORIZED
NSWD SOURCE

AT THE UNAUTHORIZED
NSWD AREA AND
DISCHARGE LOCATION

SIDE B

DESCRIBE CORRECTIVE
ACTIONS TO ELIMINATE
UNAUTHORIZED NSWD AND
TO CLEAN IMPACTED
DRAINAGE AREAS.
PROVIDE UNAUTHORIZED
NSWD ELIMINATION DATE.

2012-2013

ANNUAL REPORT

FORM 4-MONTHLY VISUAL OBSERVATIONS OF

SIDE A

STORM WATER DISCHARGES
•
•
•

•
•
•

Storm water discharge visual observations are required for at least one storm
event per month between October 1 and May 31.
Visual observations must be conducted during the first hour of discharge
at all discharge locations.
Discharges of temporarily stored or contained storm water must be observed
at the time of discharge.

Observation Date: October

_

Title:
Signature:

P.M.
A.M.

P.M.
A.M.

YES

NO

YES

YES

NO

#3

NO

#4

Drainage Location Description

_

P.M.
A.M.

Time Discharge Began
Were Pollutants Observed
(If yes, complete reverse side)

P.M.
A.M.

P.M.
A.M.

P.M.
A.M.
YES

P.M.
A.M.
P.M.
A.M.

P.M.
A.M.

P.M.
A.M.

NO

YES

#1

2012

NO

YES

#2

YES

NO

#3

NO

#4

Drainage Location Description
P.M.
A.M.

Observation Time
_
_

Time Discharge Began
Were Pollutants Observed
(If yes, complete reverse side)

YES

P.M.
A.M.

P.M.
A.M.

P.M.
A.M.

P.M.
A.M.

_

Signature:

P.M.
A.M.

#2

_

Title:

P.M.
A.M.

NO

Observation Time

Observers Name:

Observers Name:

YES

P.M.
A.M.

P.M.
A.M.

_

Signature:

Observation Date: January

Time Discharge Began
Were Pollutants Observed
(If yes, complete reverse side)

P.M.
A.M.

#1

2012

Title:

#4

P.M.
A.M.

_

Observers Name:

#3

Drainage Location Description
Observation Time

Signature:

Observation Date: December

#2

_

Title:

Observation Date: November

#1

2012

Observers Name:

Indicate “None” in the first column of this form if you did not conduct a monthly visual observation.
Make additional copies of this form as necessary.
Until a monthly visual observation is made, record any eligible storm events that do not result in a storm water
discharge and note the date, time, name, and title of who observed there was no storm water discharge.

P.M.
A.M.

P.M.
A.M.

P.M.
A.M.

NO

YES

#1

2013

NO

YES

#2

YES

NO

#3

NO

#4

Drainage Location Description
P.M.
A.M.

Observation Time
_
_

Time Discharge Began
Were Pollutants Observed
(If yes, complete reverse side)

YES

NO

P.M.
A.M.

P.M.
A.M.

P.M.
A.M.

P.M.
A.M.

_

P.M.
A.M.

P.M.
A.M.

P.M.
A.M.

YES

NO

YES

NO

YES

NO

2012-2013

ANNUAL REPORT
FORM 4-MONTHLY VISUAL OBSERVATIONS OF
STORM WATER DISCHARGES
DATE/TIME OF
OBSERVATION
(From Reverse Side)

DRAINAGE AREA
DESCRIPTION
EXAMPLE: Discharge from
material storage Area #2

_
AM
PM
_
AM
PM
_
AM
PM
_
AM
PM
_
AM
PM

DESCRIBE STORM WATER DISCHARGE
CHARACTERISTICS
Indicate whether storm water discharge is clear,
cloudy, or discolored; causing staining; containing
floating objects or an oil sheen, has odors, etc.

IDENTIFY AND DESCRIBE SOURCE(S) OF
POLLUTANTS
EXAMPLE: Oil sheen caused by oil dripped by
trucks in vehicle maintenance area.

SIDE B

DESCRIBE ANY REVISED OR NEW
BMPs AND THEIR DATE OF
IMPLEMENTATION

2012-2013

ANNUAL REPORT

FORM 4 (Continued)-MONTHLY VISUAL OBSERVATIONS OF

SIDE A

STORM WATER DISCHARGES
•
•
•

•
•
•

Storm water discharge visual observations are required for at least one storm
event per month between October 1 and May 31.
Visual observations must be conducted during the first hour of discharge
at all discharge locations.
Discharges of temporarily stored or contained storm water must be observed
at the time of discharge.

Observation Date: February

_

Title:
Signature:

P.M.
A.M.

P.M.
A.M.

YES

NO

YES

YES

NO

#3

NO

#4

Drainage Location Description

_

P.M.
A.M.

Time Discharge Began
Were Pollutants Observed
(If yes, complete reverse side)

P.M.
A.M.

P.M.
A.M.

P.M.
A.M.
YES

P.M.
A.M.
P.M.
A.M.

P.M.
A.M.

P.M.
A.M.

NO

YES

#1

2013

NO

YES

#2

YES

NO

#3

NO

#4

Drainage Location Description
P.M.
A.M.

Observation Time
_
_

Time Discharge Began
Were Pollutants Observed
(If yes, complete reverse side)

YES

P.M.
A.M.

P.M.
A.M.

P.M.
A.M.

P.M.
A.M.

_

Signature:

P.M.
A.M.

#2

_

Title:

P.M.
A.M.

NO

Observation Time

Observers Name:

Observers Name:

YES

P.M.
A.M.

P.M.
A.M.

_

Signature:

Observation Date: May

Time Discharge Began
Were Pollutants Observed
(If yes, complete reverse side)

P.M.
A.M.

#1

2013

Title:

#4

P.M.
A.M.

_

Observers Name:

#3

Drainage Location Description
Observation Time

Signature:

Observation Date: April

#2

_

Title:

Observation Date: March

#1

2013

Observers Name:

Indicate “None” in the first column of this form if you did not conduct a monthly visual observation.
Make additional copies of this form as necessary.
Until a monthly visual observation is made, record any eligible storm events that do not result in a storm water
discharge and note the date, time, name, and title of who observed there was no storm water discharge.

P.M.
A.M.

P.M.
A.M.

P.M.
A.M.

NO

YES

#1

2013

NO

YES

#2

YES

NO

#3

NO

#4

Drainage Location Description
P.M.
A.M.

Observation Time
_
_

Time Discharge Began
Were Pollutants Observed
(If yes, complete reverse side)

YES

NO

P.M.
A.M.

P.M.
A.M.

P.M.
A.M.

P.M.
A.M.

_

P.M.
A.M.

P.M.
A.M.

P.M.
A.M.

YES

NO

YES

NO

YES

NO

2012-2013

ANNUAL REPORT
FORM 4 (Continued)-MONTHLY VISUAL OBSERVATIONS OF
STORM WATER DISCHARGES
DATE/TIME OF
OBSERVATION
(From Reverse Side)

DRAINAGE AREA
DESCRIPTION
EXAMPLE: Discharge from
material storage Area #2

_
AM
PM
_
AM
PM
_
AM
PM
_
AM
PM
_
AM
PM

DESCRIBE STORM WATER DISCHARGE
CHARACTERISTICS
Indicate whether storm water discharge is clear,
cloudy, or discolored; causing staining; containing
floating objects or an oil sheen, has odors, etc.

IDENTIFY AND DESCRIBE
SOURCE(S) OF POLLUTANTS
EXAMPLE: Oil sheen caused by oil
dripped by trucks in vehicle maintenance
area.

SIDE B

DESCRIBE ANY REVISED OR NEW BMPs AND
THEIR DATE OF IMPLEMENTATION

2012-2013

ANNUAL REPORT

SIDE A

FORM 5-ANNUAL COMPREHENSIVE SITE COMPLIANCE EVALUATION
POTENTIAL POLLUTANT SOURCE/INDUSTRIAL ACTIVITY BMP STATUS
EVALUATION DATE:

INSPECTOR NAME:

POTENTIAL POLLUTANT
SOURCE/INDUSTRIAL ACTIVITY AREA
(as identified in your SWPPP)

TITLE:

YES
NO

HAVE ANY BMPs NOT BEEN
FULLY IMPLEMENTED?

YES
NO

YES
NO

ARE ADDITIONAL/REVISED
BMPs NECESSARY?

YES
NO

Describe additional/revised BMPs or
corrective actions and their date(s) of
implementation

Describe deficiencies in BMPs or BMP
implementation

Describe additional/revised BMPs or
corrective actions and their date(s) of
implementation

Describe deficiencies in BMPs or BMP
implementation

Describe additional/revised BMPs or
corrective actions and their date(s) of
implementation

Describe deficiencies in BMPs or BMP
implementation

Describe additional/revised BMPs or
corrective actions and their date(s) of
implementation

YES
NO

HAVE ANY BMPs NOT BEEN
FULLY IMPLEMENTED?

Describe deficiencies in BMPs or BMP
implementation

YES
NO

ARE ADDITIONAL/REVISED
BMPs NECESSARY?
POTENTIAL POLLUTANT
SOURCE/INDUSTRIAL ACTIVITY AREA
(as identified in your SWPPP)

HAVE ANY BMPs NOT BEEN
FULLY IMPLEMENTED?

If yes, to either
question, complete
the next two
columns of this
form

YES
NO

ARE ADDITIONAL/REVISED
BMPs NECESSARY?
POTENTIAL POLLUTANT
SOURCE/INDUSTRIAL ACTIVITY AREA
(as identified in your SWPPP)

YES
NO

ARE ADDITIONAL/REVISED
BMPs NECESSARY?
POTENTIAL POLLUTANT
SOURCE/INDUSTRIAL ACTIVITY AREA
(as identified in your SWPPP)

HAVE ANY BMPs NOT BEEN
FULLY IMPLEMENTED?

SIGNATURE:

If yes, to either
question, complete
the next two
columns of this
form

If yes, to either
question, complete
the next two
columns of this
form

If yes, to either
question, complete
the next two
columns of this
form

2012-2013

ANNUAL REPORT
FORM 5 (Continued)-ANNUAL COMPREHENSIVE SITE COMPLIANCE EVALUATION
POTENTIAL POLLUTANT SOURCE/INDUSTRIAL ACTIVITY BMP STATUS
EVALUATION DATE:

INSPECTOR NAME:

POTENTIAL POLLUTANT
SOURCE/INDUSTRIAL ACTIVITY AREA
(as identified in your SWPPP)

TITLE:

HAVE ANY BMPs NOT BEEN
FULLY IMPLEMENTED?

YES
NO

YES
NO

HAVE ANY BMPs NOT BEEN
FULLY IMPLEMENTED?

YES
NO

ARE ADDITIONAL/REVISED
BMPs NECESSARY?

POTENTIAL POLLUTANT
SOURCE/INDUSTRIAL ACTIVITY AREA
(as identified in your SWPPP)

YES
NO

ARE ADDITIONAL/REVISED
BMPs NECESSARY?
POTENTIAL POLLUTANT
SOURCE/INDUSTRIAL ACTIVITY AREA
(as identified in your SWPPP)

YES
NO

ARE ADDITIONAL/REVISED
BMPs NECESSARY?

POTENTIAL POLLUTANT
SOURCE/INDUSTRIAL ACTIVITY AREA
(as identified in your SWPPP)

HAVE ANY BMPs NOT BEEN
FULLY IMPLEMENTED?

YES
NO

HAVE ANY BMPs NOT BEEN
FULLY IMPLEMENTED?

YES
NO

ARE ADDITIONAL/REVISED
BMPs NECESSARY?

YES
NO

If yes, to either
question,
complete the
next two
columns of this
form

If yes, to either
question,
complete the
next two
columns of this
form

If yes, to either
question,
complete the
next two
columns of this
form

If yes, to either
question,
complete the
next two
columns of this
form

SIDE B

SIGNATURE:
Describe deficiencies in BMPs or BMP
implementation

Describe additional/revised BMPs or
corrective actions and their date(s) of
implementation

Describe deficiencies in BMPs or BMP
implementation

Describe additional/revised BMPs or
corrective actions and their date(s) of
implementation

Describe deficiencies in BMPs or BMP
implementation

Describe additional/revised BMPs or
corrective actions and their date(s) of
implementation

Describe deficiencies in BMPs or BMP
implementation

Describe additional/revised BMPs or
corrective actions and their date(s) of
implementation

Appendix D
Example of Visual Observation Forms

STORM WATER POLLUTION PREVENTION PLAN

QUARTERLY DRY (NON-STORMWATER)
VISUAL OBSERVATION FORM
Facility Address:

Consolidated Volume Transport Recycling (CVT-Recycling)
1071 North Blue Gum Street
Anaheim, CA, 92806

Observer Name(s):_________________________________ Title:___________________________
Date:______/______/________

Time:___________AM/PM

Complete by Sep. 30th, Dec. 31st, Mar. 31st, and Jun. 30th

Monitoring Location:

Monitoring Point 1 (Drop Inlet)

1. Is there non-storm water discharge at MP-1 YES / NO (circle one)
2. If “yes”, describe the location(s), the source of the discharge, and if it is authorized.
__________________________________________________________________________________
__________________________________________________________________________________________________
Authorized non-stormwater discharges include fire hydrant flushing, potable water discharge from the operation, maintenance or testing
of potable water sources, drinking fountains, irrigation drainage, landscape watering, and atmospheric condensates from refrigeration,
air conditioning, and compressors.

3. If there is discharge, please describe it using the following characteristics:
Any turbidity (clear, cloudy, or murky)?_______________________________
Any unusual color or oily sheen?_______________________________
Any unpleasant odor?_______________________________
Any floating debris (grass, trash, oil, etc.)?_______________________________
Identify & describe the source(s) of pollutants:___________________________________________
4. Describe any abnormal conditions at the discharge point such as stains, residue, oil, silt,
sludge, or dead/dying vegetation:
__________________________________________________________________________________
__________________________________________________________________________________
5. Describe any corrective measures that are to be taken as a result of these observations:
__________________________________________________________________________________
__________________________________________________________________________________
6. Are new or revised Best Management Practices (BMPs) required (Include the Date of
Implementation)?___________________________________________________________________
7. Inspector discussed BMPs and storm water management with employees? YES / NO (circle one)

STORM WATER POLLUTION PREVENTION PLAN

MONTHLY WET SEASON
VISUAL OBSERVATION FORM
Facility Address:

Consolidated Volume Transport Recycling (CVT-Recycling)
1071 North Blue Gum Street
Anaheim, CA, 92806

Observer Name(s):_________________________________ Title:___________________________
1. Was there storm water discharge during regular facility operating hours this month? Yes / No
If there was no storm water discharge during business hours this month, then you are done with this form.

Date: ______/______/_______This form must by completed by the end of Oct, Nov, Dec, Jan, Feb, Mar, Apr, & May
2. Monitoring Location MP-1 (Monitoring Point 1 at Drop Inlet)
Observation Time:________AM/PM Est. Time Storm Water Discharge Began:________AM/PM
If there is storm water discharge at MP-1, please describe it:
Any turbidity (clear, cloudy, or murky)?_______________________________
Any unusual color or oily sheen?_______________________________
Any unpleasant odor?_______________________________
Any floating debris (grass, trash, oil, etc.)?_______________________________
Identify & describe the source(s) of pollutants:___________________________________________
5. Describe any corrective measures that are to be taken as a result of these observations:
__________________________________________________________________________________
__________________________________________________________________________________
6. Are new or revised Best Management Practices (BMPs) required? Yes / No If yes, describe:
___________________________________________________________________________Date of Implementation:______________

7. Inspector discussed BMPs and storm water management with employees? YES / NO (circle one)
8. Were storm water samples collected and submitted to a laboratory for analysis? Yes / No
9. Field measured pH (if applicable):__________________(use a meter calibrated for pH 4, 7, & 10)
Storm water observations should be done in daylight during scheduled facility operating hours, within the first hour of discharge, on a
day preceded by at least 3 “working” days without stormwater discharge, whenever possible

STORM WATER POLLUTION PREVENTION PLAN

BIORETENTION AREA
VISUAL OBSERVATION FORM
Facility Address:

Consolidated Volume Transport Recycling (CVT-Recycling)
1071 North Blue Gum Street
Anaheim, CA, 92806

Observer Name(s):_________________________________ Title:___________________________
1. Date: ______/______/_______This form must be completed during every rain event that produces greater than
0.10 inch of rain and occurs during scheduled facility operating hours Monday through Friday.
2. Estimated Rainfall Amount:_____________________________________inches
3. Bioretention Area overflow is expected? Yes / No (circle one)
4. Bioretention Area and overflow monitoring location MP-1 (West end of site)
Observation Time:________AM/PM Is storm water discharge observed: Yes / No (circle one)
Estimated Time Storm Water Discharge/Overflow Began:________AM/PM
Are pre-filter BMPs (fiber rolls, rock basket, & chevrons) in good condition? Yes / No (circle one)
When were BMPs last cleaned and/or replaced? _________________________________________
When was the rock basket last cleaned out? _____________________________________________
Does the Bioretention Area appear to be in good condition? Yes / No (circle one)
Do the plants appear healthy?_______________________________
Is there adequate ground cover?_______________________________
Is there any discoloration?_______________________________
If there is storm water discharge/overflow at MP-1/Area 1, please describe it:
Any turbidity (clear, cloudy, or murky)?_______________________________
Any unusual color or oily sheen?_______________________________
Any unpleasant odor?_______________________________
Any floating debris (grass, trash, oil, etc.)?_______________________________
Identify & describe the source(s) of pollutants:___________________________________________
Describe any corrective measures that are to be taken as a result of these observations:
__________________________________________________________________________________

STORM WATER POLLUTION PREVENTION PLAN

BIORETENTION AREA
VISUAL OBSERVATION FORM (Page 2)
5. Are new or revised Best Management Practices (BMPs) required? Yes / No If yes, describe:
__________________________________________________________________________________
__________________________________________________________________________________

6. Date of Implementation of new BMPs:______________________________________________
7. Were storm water samples collected and submitted to a laboratory for analysis? Yes / No

LITTER CONTROL LOG
Daily record keeping of housekeeping activities at CVT and CVT Recycling 
Focus on litter and paper debris along perimeter of properties
Requirements: PPE (Boots, Safety Vest lvl 3, Safety Glasses, Gloves) worn at all times.
Tools: Provided by Republic and must be returned Daily
START                                                          Date:
1 ‐ Coronado Cul de sac
Mon Tues Wed Thurs Fri
Comments
Clean Storm Drain
Clean Fence Line & Curbside
2 ‐ Along Coronado
Clean Curbside
Pick up litter from grass/shrubs
3 ‐ In Front of Ceramics
Clean Loading Dock Area
Clean Parking Lot
Clean Along Building
4 ‐ Coronado / Blue Gum
Clean Curbside
Pick up litter from grass/shrubs
5 ‐ In Front of Post Collection Office
Clean Storm Drain (street side)
Clean Curbside (street side)
Clean Storm Drain (parking lot side)
Clean Curbside (parking lot side)
Pick up litter from grass/shrubs
Clean Parking Lot
6 ‐ Around Post Collection Office
Pick up litter from grass/shrubs
A ‐ Clean area at Clarifiers and Fence
B ‐ Clean Alleyway (east of Ceramics)
7 ‐ HR / Blue Gum / Collections Office
Clean HR Parking Lot 
Pick up litter from grass/shrubs
Clean Collections Parking Lot
8 ‐ CVT Trailer Lot
Pick up litter from grass/shrubs
Clean Parking Lot
Clean Fence Line
9 ‐ Blue Gum / La Palma (outside fence)
Clean Curbside
Pick up litter from grass/shrubs
10 ‐ La Palma / 57 Fwy (outside fence)
Pick up litter from grass/shrubs
11 ‐ La Palma / Blue Gum (outside PRC)
Pick up litter from grass/shrubs

STORM WATER POLLUTION PREVENTION PLAN

TARP APPLICATION & INSPECTION LOG
Tarps/sheeting must be firmly held in place with sandbags/weights or tarp hold-down systems. If applicable,
seams should be taped or weighted down their entire length, with a 12 to 24 inch overlap to prevent gaps. Tarps
may be joined using Grip Clips or other fastening devices. All sheeting must be inspected periodically after
installation and after heavy storms or wind. Any failures must be corrected immediately and torn tarps replaced.
The failures and corrections such as re-securing tarps or tarp replacements, should be described.

Inspectors Name(s):________________________________ Title:___________________________
Rain Start Date: _________________________

Approximate Rain Start Time:_____________

Storm End Date:_________________________

Date Tarps were removed:_________________

TARP INSPECTION LOG – (The first line is for the initial tarp application, put subsequent
inspections on the following lines)
Material(s)
Tarp Securing
Describe any failures and
DATE
TIME
Covered
Method
corrections

Additional Comments:

Appendix E
Example of Chain of Custody Form

CHAIN OF CUSTODY RECORD

7440 LINCOLN WAY
GARDEN GROVE, CA 92841-1427

LABORATORY CLIENT:

TEL:

PAGE:

Anaheim
714-238-3397

FAX:

P.O. NO.:

LAB CONTACT OR QUOTE NO.:

PROJECT CONTACT:

714-238-3307

ZIP:

CA

1

OF

Storm Water Sampling

1071 N. Blue Gum Street
STATE:

1

CLIENT PROJECT NAME / NUMBER:

Republic Services of Southern California, LLC - CVT-Recycling

ADDRESS:

CITY:

DATE:

TEL: [phone] . FAX: [phone]

Jason Graves

92806

SAMPLER(S): (SIGNATURE)

LAB USE ONLY

E-MAIL:
[e-mail]

 
¯

TURNAROUND TIME:

 SAME DAY

 24 HR

 48 HR

 72 HR

 5 DAYS

REQUESTED ANALYSIS

 10 DAYS

SPECIAL REQUIREMENTS (ADDITIONAL COSTS MAY APPLY)

7

Enterococci

W

Fecal Coliform

NO.
OF
CONT.

TIME

pH, EC

Drop Inlet at West side of site

MATRIX

SAMPLING
DATE

COD

MP-1

LOCATION /
DESCRIPTION

Metals (Al, Cu, Fe, Pb, Zn)

SAMPLE ID

Oil & Grease

LAB
USE
ONLY

TSS

 ARCHIVE SAMPLES UNTIL ____ / ____ / ____
Please list tests required

 RWQCB REPORTING
SPECIAL INSTRUCTIONS:

x

x

x

x

x

x

x

Relinquished by: (Signature)

Received by: (Signature)

Date:

Time:

Relinquished by: (Signature)

Received by: (Signature)

Date:

Time:

Relinquished by: (Signature)

Received by: (Signature)

Date:

Time:

09/07/11 Revision

Exhibit C

DRAFT STORM WATER POLLUTION
PREVENTION/MONITORING PLAN
Anaheim Truck Depot and O&M Facility
1231 - 1235 North Blue Gum Street
Anaheim, CA 92806
WDID No. 830I000219

Prepared for:

Republic Waste Services of Southern California, L.L.C.
1131 N. Blue Gum
Anaheim, CA 92806

Prepared by:

1036 W. Taft Avenue, Suite 200
Orange, CA 92865

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 ensure that qualified personnel properly gather
and evaluate the information submitted. Based upon my inquiry of the 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.

_____________________________________________________________________________

General Manager
Republic Waste Services of Southern California, L.L.C.
Revision Date: September 24, 2013

Anaheim Truck Depot and Operations & Maintenance Facility
Draft Storm Water Pollution Prevention and Monitoring Plan

Page i
September 24, 2013

TABLE OF CONTENTS
SECTION A. STORM WATER POLLUTION PREVENTION PLAN REQUIREMENTS .............................. 1
A.1

BACKGROUND ............................................................................................................................................. 1

A.1.1 Regulatory Background ................................................................................................................................ 1
A.1.2 Site Information ............................................................................................................................................ 2
A.2

OBJECTIVES................................................................................................................................................. 2

A.3

FACILITY ORGANIZATION & DESCRIPTION..................................................................................... 3

A.3.a Pollution Prevention Team ............................................................................................................................ 3
A.4

STORM WATER DRAINAGE PATTERNS AND SAMPLING LOCATIONS ...................................... 4

A.4.1 Drainage Estimate ......................................................................................................................................... 5
A.5

LIST OF SIGNIFICANT MATERIALS ...................................................................................................... 5

A.6

POTENTIAL POLLUTANT SOURCES ..................................................................................................... 5
A.6.a.i Industrial Processes ............................................................................................................................... 5
A.6.a.ii Material Handling and Storage Areas ................................................................................................... 8
A.6.a.iii Dust and Particulate Generating Activities ........................................................................................... 9
A.6.a.iv Significant Spills and Leaks .................................................................................................................. 9
A.6.a.v Non-Storm Water Discharges ................................................................................................................ 9
A.6.a.vi Soil Erosion ........................................................................................................................................... 9

A.6.b Potential Pollution Sources and Corresponding BMPs ................................................................................. 9
A.7

ASSESSMENT OF POTENTIAL POLLUTANT SOURCES ................................................................. 10

A.8

STORM WATER BEST MANAGEMENT PRACTICES ....................................................................... 10

A.8.a STORM WATER BEST MANAGEMENT PRACTICES – NON-STRUCTURAL ................................. 10
A.8.a.i

Good Housekeeping ........................................................................................................................... 10

A.8.a.ii

Preventive Maintenance ..................................................................................................................... 11

A.8.a.iii Spill Response .................................................................................................................................... 12
A.8.a.iv Material Handling and Storage ........................................................................................................... 12
A.8.a.v Employee Training ............................................................................................................................. 13
A.8.a.vi Waste Handling / Waste Recycling .................................................................................................... 13
A.8.a.vii Recordkeeping and Internal Reporting ............................................................................................... 14
A.8.a.viii Erosion Control and Site Stabilization ............................................................................................... 14
A.8.a.ix Inspections .......................................................................................................................................... 14
A.8.a.x

Metal Roof Sampling ......................................................................................................................... 14

A.8.a.xi Quality Assurance ............................................................................................................................... 15
A.8.b STORM WATER BEST MANAGEMENT PRACTICES – STRUCTURAL ........................................... 15
A.8.b.i Overhead Coverage .............................................................................................................................. 15
A.8.b.ii Retention Ponds ................................................................................................................................... 15
A.8.b.iii Control Devices ................................................................................................................................... 16
A.8.b.iv Secondary Containment Structures ...................................................................................................... 16
A.8.b.v Treatment ............................................................................................................................................. 16

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TABLE OF CONTENTS (continued)
A.9

ANNUAL COMPREHENSIVE SITE COMPLIANCE EVALUATION ................................................ 17

A.10

SWPPP GENERAL REQUIREMENTS .................................................................................................... 18

SECTION B. MONITORING PROGRAM AND REPORTING REQUIREMENTS ....................................... 20
B.1

SWPPP IMPLEMENTATION SCHEDULE AND RESPONSIBILITY ................................................ 20

B.2

OBJECTIVES............................................................................................................................................... 20

B.3

NON-STORM WATER VISUAL OBSERVATIONS............................................................................... 20

B.4

STORM WATER DISCHARGE VISUAL OBSERVATION .................................................................. 21

B.5

SAMPLING AND ANALYSIS .................................................................................................................... 21

B.5.a Sampling Preparation .................................................................................................................................. 21
B.5.b Sampling Protocol ....................................................................................................................................... 22
B.5.c Sampling Methods and Parameters ............................................................................................................. 22
B.6

FACILITIES SUBJECT TO FEDERAL STORM WATER EFFLUENT LIMITATION GUIDELINES ........... 22

B.7

SAMPLE STORM WATER DISCHARGE LOCATIONS ...................................................................... 22

B.7.a Representative Drainage Areas ................................................................................................................... 22
B.7.b Comingled Storm Water.............................................................................................................................. 23
B.7.c Sample Locations That Are Difficult to Observe and Sample..................................................................... 23
B.7.d Substantially Identical Drainage Areas ....................................................................................................... 23
B.8

VISUAL OBSERVATION AND SAMPLE COLLECTION EXCEPTIONS ......................................... 23

B.8.a Exceptions ................................................................................................................................................... 23
B.8.b Non-Qualifying Observation and Sampling Exceptions ............................................................................. 23
B.9

ALTERNATIVE MONITORING PROCEDURES .................................................................................. 23

B.10

MONITORING METHODS ....................................................................................................................... 24

B.10.a Rationale for ATD/O&M Monitoring Program......................................................................................... 24
B.10.a.i Visual Observations ............................................................................................................................ 24
B.10.a.ii Sampling Locations ............................................................................................................................ 24
B.10.a.iii Analytical Methods and Detection Limits .......................................................................................... 24
B.10.b Sampling and Sample Preservation ........................................................................................................... 25
B.11

INACTIVE MINING OPERATIONS ........................................................................................................ 26

B.12

SAMPLING AND ANALYSIS EXEMPTIONS AND REDUCTIONS ................................................... 26

B.13

RECORDS .................................................................................................................................................... 26

B.14

ANNUAL REPORT ..................................................................................................................................... 26

B.15

GROUP MONITORING ............................................................................................................................. 27

B.16

WATERSHED MONITORING OPTION ................................................................................................. 27

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TABLE OF CONTENTS (continued)
Figure 1 – Site Vicinity Map
Figure 2 – SWPPP Site Plan
Figure 3A – Preliminary BMP Site Map
Figure 3B – Preliminary StormChamber® Underground Infiltration Area 1
Figure 3C – Preliminary StormChamber® Underground Infiltration Area 4
Figure 3D – Preliminary StormChamber® Underground Infiltration Area 5
Figure 3E – Preliminary StormChamber® Underground Infiltration Area 3

Table 1 – List of Significant Materials at ATD and O&M
Table 2 – ATD/O&M Storm Water Pollution Prevention Team
Table 3 – Potential Pollution Sources and Corresponding BMPs

Appendix A – Copy of General Storm Water Permit
Appendix B – Receipt of Notice of Intent
Appendix C – Example of Annual Report Forms
Appendix D – Example of Visual Observation Forms
Appendix E – Example of Chain of Custody Form

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SECTION A. STORM WATER POLLUTION PREVENTION PLAN REQUIREMENTS
A.1

BACKGROUND

This storm water pollution prevention plan (SWPPP) has been created by Environ Strategy
Consultants, Inc. (Environ Strategy) for the Anaheim Truck Depot (ATD) and the On-road
Operations and Maintenance (O&M) Facility collectively known as ATD/O&M and owned and
operated by Republic Waste Services of Southern California, L.L.C. (Republic). The contents of
this SWPPP are consistent with the guidelines of the California State Water Resources Control
Board (SWRCB) and include facility runoff locations and descriptions, narratives of both facility
processes and storm water prevention techniques, and a monitoring program with reporting
requirements. The objectives of this SWPPP are: (1) to identify and evaluate sources of
pollutants associated with industrial activities that may affect the quality of storm water
discharges and authorized non-storm water discharges from the site; and (2) to identify and
implement site-specific Best Management Practices (BMPs) to reduce or prevent pollutants
associated with industrial activities in storm water discharges and authorized non-storm water
discharges. The results of this SWPPP are based upon a facility audit and documentation
provided by Environ Strategy. ATD/O&M is fully aware of the significance of pollution on the
immediate and larger environment and is adamant about maintaining and exceeding regulatory
compliance.
A.1.1 Regulatory Background
Storm water at ATD/O&M is managed in accordance with appropriate federal and state
regulations including the Environmental Protection Agency, National Pollutant Discharge
Elimination System (NPDES) requirements. In response to federal regulations promulgated in
1972 by the Water Pollution Control Act (also known as Clean Water Act or CWA), as amended
in 1989 and codified as final regulations in 1990 in Title 40 of the Code of Federal Regulations,
Part 122 (40 CFR 122), SWRCB elected to issue a statewide General Permit that would apply to
all discharges covered under the new regulations, except municipal storm drain systems and
storm water discharges from construction activities covered under separate statewide permits.
The General Permit was initially issued in November 1991 under Water Quality Order
No. 91-13-DWQ. The monitoring requirements of the General Permit were amended in
September 1992 by Order No. 92-12-DWQ.
SWRCB issued a revised General Permit under Order No. 97-03-DWQ in April 1997 (revised
General Permit) to replace the existing General Permit issued under Order No. 91-13-DWQ (as
amended by Order No. 92-12-DWQ). This revised General Permit was issued to amend some of
the provisions of the expired permit in accordance with federal regulations. The revised General
Permit is described in the following section.
The revised General Permit issued under SWRCB Order No. 97-03-DWQ had waste discharge
requirements (WDRs) for discharges of storm water associated with industrial activities.

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Industrial sites covered under the former and revised permits must comply with the following
requirements:





Submit an abbreviated Notice of Intent (NOI) form.
Prepare a revised SWPPP to comply with the appropriate requirements of the revised
General Permit.
Develop and implement a revised storm water monitoring program.
Report storm water testing results and perform a comprehensive site compliance evaluation
annually.

A copy of the revised General Permit for Order No. 97-03-DWQ is enclosed in Appendix A.
ATD/O&M originally applied for the Regional Water Quality Control Board General Storm
Water Permit on March 2, 1992. A copy of the NOI is included in Appendix B.
A.1.2 Site Information
This facility provides public and commercial fueling services and maintenance and support for
Republic’s commercial and residential solid waste pickup within Orange County and outlying
areas (see Figure 1).
Name/Address: Republic Waste Services of Southern California, L.L.C.
dba Anaheim Truck Depot and the Operations & Maintenance Facility
1231 and 1235 N. Blue Gum St.
Anaheim, CA 92806
Site Contact: Gregorio Urueta, On-Road Maintenance Manager
(Telephone [phone])
Facility SIC Code: 4212 (Local Trucking)
WDID #: 830I000219

A.2

OBJECTIVES

The objectives of this SWPPP are: (1) to identify and evaluate sources of pollutants associated
with industrial activities that may affect the quality of storm water discharges and authorized
non-storm water discharges from the site; and (2) to identify and implement site-specific best
management practices (BMPs) to reduce or prevent pollutants associated with industrial
activities in storm water discharges and authorized non-storm water discharges. The results of
this SWPPP are based upon a facility audit and documentation provided to Environ Strategy.
ATD/O&M is fully aware of the significance of pollution on the immediate and larger
environment and is adamant about maintaining and exceeding regulatory compliance.

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FACILITY ORGANIZATION & DESCRIPTION

ATD/O&M houses the Orange County refueling and maintenance operations of Republic to
support the solid waste hauling operations. Site facilities include truck parking areas, equipment
storage areas, painting facilities, public and private refueling stations, administrative offices,
equipment washing facilities, and bin, container, and truck maintenance facilities. Figure 2
depicts the current general configuration of the site, the location of key site elements, and a
general description of drainage flow on the property.
ATD/O&M is approximately 13.1 acres in size. Approximately 97% of the site is surfaced in
impervious materials. Structures account for approximately 22% of the site while 75% is
comprised of paved areas. The remaining 3% pervious surface consists of landscaped areas.
The majority of the site drains to the northwest via surface drainage. However, some storm water
discharge may also drain south to Coronado Street, east to Blue Gum Street, or west towards the
57 freeway’s landscaped embankment slopes. Three (3) clarifiers are in operation on site. Two (2)
clarifiers service the truck wash area and the bin wash area. These clarifiers discharge to the
public sanitary sewer system. The third clarifier is a settling unit, located upstream of the O&M
Stormwater Discharge point (Figure 2).
Site operations include: the parking and fueling of solid waste collection and bulk transfer
vehicles; the repair, cleaning, painting and maintenance of solid waste collection vehicles and
bins; public and private refueling; employee parking areas; and activities associated with
administrative uses. The paint booth, maintenance buildings, repair and weld shops, office
buildings, and storage building are enclosed. The truck wash, bin wash, and storage areas for
metals, maintenance fluids, and paint supplies are covered with canopies. All other areas are
currently exposed (see Figure 2). The public fueling islands near Blue Gum Street and the
diesel dispenser in the O&M lot will be covered by February 2014, as described further in
Section A.8.b.
A.3.a Pollution Prevention Team
The members of the ATD/O&M Pollution Prevention Team (PPT) are listed in Table 2. The
PPT has the authority and responsibility for coordinating and implementing the SWPPP. The
PPT includes personnel knowledgeable in spill control, health and safety, materials management,
and waste management. The General Manager of the facility oversees the SWPPP and delegates
responsibility to site staff to act as the PPT. The ongoing training and implementation of this
SWPPP and monitoring program is the responsibility of the General Manager, who may be
supported in these responsibilities by Republic’s other Managers and Supervisors.

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STORM WATER DRAINAGE PATTERNS AND SAMPLING LOCATIONS

The O&M area has concrete ribbon gutters to help collect and direct storm water discharge off
the site. The south side of the O&M truck parking lot has block walls that prevent storm water
discharge in this area. The perimeter fence along the north and west side of the facility has
concrete curbing in some locations to prevent runoff and/or run-on from the adjacent properties.
Storm water may temporarily pool onsite in the event of heavy rainfall, but will not remain.
There are storm drains located on Blue Gum and Coronado streets that are not the responsibility
of ATD/O&M.
The site contains five (5) drainage areas, which are illustrated on Figure 2. The majority of
storm water runoff at ATD/O&M drains from Area 1 to the northwest corner of the truck parking
lot via a concrete ribbon gutter. In Area 2 storm water discharge flows northeast and southeast to
the two (2) driveways at Blue Gum Street. Storm water in Area 3 discharges via small drainage
holes in the block wall to the south and into the landscaping along Coronado Street. . Storm
water discharge in Area 4 flows to a concrete ribbon gutter, which directs the flow north and then
west towards the 57 freeway embankment. In Area 5 the storm water currently discharges out the
three (3) driveways to Coronado Street. By December 31, 2013, the storm water discharge in
Areas 1, 3, 4, and 5 will be directed to StormChamber® subsurface infiltration devices. The
proposed infiltration devices and additional storm water BMPs are illustrated on Figure 3A.
Three (3) clarifiers are currently in operation on site. A clarifier services the truck wash area and
another collects the wash water from the bin wash area. Both of these clarifiers discharge to the
public sanitary sewer system. The third clarifier is a storm water settling unit, located upstream
of the O&M Storm Water Discharge point. The storm water setting clarifier may be modified or
removed once the proposed StormChamber® is installed in Area 1.
ATD/O&M currently has two (2) monitoring points: MP-1 located at the northwest portion of
the O&M truck parking area near the discharge from the settling clarifier and MP-2 located at the
south driveway onto Blue Gum Street from the ATD fueling area.
The proposed
StormChamber® subsurface infiltration device is designed to eliminate storm water discharge
from former monitoring point MP-1, unless the storm event exceeds the 85th percentile design
storm. Therefore, Republic anticipates that only monitoring point MP-2 will have storm water
discharge offsite that can be sampled, during most storm events. However, the four (4)
StormChamber® infiltration devices will be monitored during rain events that occur during
scheduled facility operating hours. If storm water overflow or discharge from any of the
StormChamber® devices is observed, it will be sampled and submitted for laboratory analysis. If
the overflow or discharge is due to a storm event greater than the 85th percentile design storm,
then the sampling will be for informational purposes only.
The drainage from this site flows north to Carbon Creek approximately 0.2 miles from
ATD/O&M. The receiving waters are the Santa Ana River.

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A.4.1 Drainage Estimate
An estimate of the drainage areas, in relation to total facility square footage is presented in the
following table. Figure 2 is a site plan illustrating the drainage areas, current discharge locations,
and current monitoring points at the site.
Drainage
Area
1

2

3
4

5

A.5

Runoff Source Area
Paved municipal solid waste collection truck parking; diesel fueling
area; LNG station; truck wash; paint booth; Maintenance building &
maintenance fluid storage area; O&M office; the break building; and a
portion of the Repair Shop. This area flows to Monitoring Point 1 at the
north site perimeter, which may be modified after the installation of the
StormChamber® subsurface infiltration.
ATD public and commercial fuel dispensing and parking areas. This
section also includes landscaping and Monitoring Point 2 located at the
south driveway onto Blue Gum Street.
The south portion of the Repair Shop; metals storage area under the
canopy; the CNG Area; and a few of the truck parking spots.
The northwest corner of the site which includes: a Bin Storage
building; a Dispatch Office; the Bin Repair & Weld Shop; truck
parking areas; a covered Bin Wash; and paved areas used for temporary
bin staging.
The southwest corner of the site, which includes landscaping and
employee parking areas.

% of Total
Facility

(Approx.
Sq. Feet)

55%

304,500

7%

36,700

7%

40,400

28%

153,500

3%

18,500

LIST OF SIGNIFICANT MATERIALS

Raw materials reported to the local Hazardous Material Business Plan program and used either
currently or within the last two to three years by ATD/O&M are listed in Table 1. A complete
listing of raw materials is also contained in the ATD/O&M Hazard Communication MSDS
binder. See Figure 2 for the approximate locations of material storage areas.

A.6

POTENTIAL POLLUTANT SOURCES

This section identifies the process and material handling areas and lists the significant materials
that are handled and stored in each area at ATD/O&M.
A.6.a.i Industrial Processes
Industrial process areas identified as potential source contributors to pollutants in storm water
runoff include: the Maintenance Building; fueling areas; the maintenance fluid storage area; Bin
Repair & Weld Shop; the Repair Shop; the paint booth; the truck wash; the bin wash; the canopy
with metals storage; truck and vehicle parking areas; the Storage Building; and other outside
paved areas. Pollutants inadvertently coming in contact with rainwater may increase levels of oil

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and grease (O&G), metals, and total suspended solids (TSS). The potential pollutants are
discussed for each area described below.
Maintenance Building:
Collection truck maintenance is performed in the Maintenance Building. The building has bay
doors that the trucks can enter and park inside the building to receive maintenance. Maintenance
fluids such as oil, transmission fluid, hydraulic oil, etc. are delivered to the work areas via
overhead hoses. The south end of the building has an area for draining the oil filters and
emptying the drip pans. There is also a parts-washing station that uses an aqueous degreaser.
Chemicals are ordered on an as-needed basis so there is no build-up of materials in stock. All
chemicals are stored in appropriate fire protection cabinets and/or containment devices. Any
materials spilled are immediately treated with absorbent materials and cleaned up to avoid
tracking outside. There are special closed containers for storing used rags and absorbent
materials. There is no history of any releases of chemical from this location on the site.
Maintenance Fluid Storage Area:
The maintenance fluid storage area is located south of the Maintenance Building. Double-walled
ASTs containing oil, hydraulic oil, transmission fluid, and used oil are kept under awnings to
prevent rain contact. ASTs containing coolant, used coolant, and gear oil are kept on spill
containment pallets under cover. Drums containing drained oil filters, used absorbent materials,
etc. are also kept on spill containment pallets under an awning.
Refueling Areas:
There are diesel and Liquid Natural Gas (LNG) fueling stations located east of the dispatch
office in the O&M lot. Collection vehicles are fueled by drivers each working day at these
stations. The diesel fueling stations and dispensing areas will be covered by a metal canopy and
surrounded with berms as described in Section A.8.b by February 1, 2014, subject to receiving
the necessary permits from the city of Anaheim and fabrication (Figure 3A).
There is a public and commercial fueling area located adjacent to Blue Gum Street at the ATD.
Three (3) grades of gasoline, red-dye diesel fuel, and regular diesel fuel are stored in
underground storage tanks (USTs) at the ATD. These fuels are dispensed at four (4) dispensers.
These fuel islands and dispensing areas will be covered with metal canopies and surrounded by
berms as described in Section A.8.b by February 1, 2014, subject to receiving the necessary
permits form the city of Anaheim and fabrication (Figure 3A). Compressed Natural Gas (CNG)
is also piped to a dispenser in the ATD fueling area, from three (3) cylinders located at the LNG
enclosure in the O&M lot.
Tanker trucks enter ATD and the O&M site on a daily basis (as needed) and pump fuels directly
into the underground storage tanks (USTs). The USTs and tank truck hoses have overflow
protection in use, while transferring fuels. The LNG fuel cylinder is also filled by a special truck
on almost a daily basis (as needed).

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LNG fuel is not considered a storm water pollutant, since any spills evaporate before they make
contact with the ground. Spillage of diesel and gasoline can occur if employees are not trained or
do not follow the standard operating procedures for the fuel island use.
Repair Shop:
This building is located south of the Maintenance Building. It is used for body work, tires, and
other non-engine maintenance on the collections trucks and equipment. Activities are kept inside
the building. The building also has a trench drain, which will collect any liquids before they
leave the building.
Paint Booth:
The Paint Booth is located west of the Repair Shop. It is used for painting trucks, bins, and
equipment. Paint and paint remover are kept in buckets and drums on spill containment pallets
under an awning on the South of the Paint Booth. All painting occurs within the booth.
Bin Repair & Weld Shop:
This building is located in the southwest corner of the site and houses the bin repair, welding,
and painting operations. Activities are kept inside the building.
Truck Wash:
The truck wash area is partially enclosed and surrounded by a concrete berm to prevent wash
water from leaving the area. Detergent is used in this area and wash water is collected by a
clarifier that is piped directly to the Sanitary Sewer System.
Bin Wash Area:
The bin wash area is located at the north end of the Bin Repair & Weld Shop. It has an overhead
awning and a concrete berm around it to act as secondary containment. This area also has a
clarifier to collect wash water that discharges to the Sanitary Sewer System. Bins awaiting
cleaning may be staged north of the wash area.
Storage Building:
A Storage Building is located in the northwest corner of the site. It is used to store bins, parts,
equipment, etc. Clean bins are sometimes stored south of this building. The bins are stored on
their sides or have lids to prevent rain collecting in them. Some equipment and materials are also
stored in the Dispatch Office, located southeast of the Storage Building.

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Parking Areas:
There are several parking areas located around the site. The parking areas are all on asphalt or
concrete, and are potential sites for storm water pollution from the vehicle liquids or other leaks.
Collection trucks have assigned parking spaces in the O&M lot so that leaking trucks can be
detected. All vehicles are maintained and checked for leaks on a regular basis. Any trucks that
are leaking will be repaired and the minor spillage cleaned up immediately.
Additional parking areas are mostly used for employee parking, visitors, or delivery vehicles.
These areas are found at the south end of the ATD fueling area, in the northeast corner of the
O&M lot near the Break Building, south and east of the Bin Repair & Weld Shop, and south and
west of the Dispatch Office.
Outside Material Storage/Work Areas:
Other outside paved areas of the site may be used for material storage and/or work areas. Metal
parts are stored under a canopy located west of the Repair Shop. Sometimes new stacked
household waste bins are stored south of the Truck Wash. These storage areas are used for
things that are non-chemical in nature. Containers and bins are inspected for leaks and the
contents are checked to make sure that they are not creating a hazard.
A.6.a.ii Material Handling and Storage Areas
The significant materials and their storage locations at the site are listed in Table 1 - List of
Significant Materials at ATD/O&M. Engine oil, transmission fluid, hydraulic oil, and used oil are
stored in double-walled ASTs under an awning located adjacent to the south wall of the
Maintenance Building (Figure 2). Gear oil is stored in a covered alcove on a spill containment
pallet located east of the ASTs. Coolant and used coolant are stored in poly tanks on spill
containment pallets under an awning located adjacent to the north wall of the Repair Shop. East
of the coolant under the awning are spill containment pallets used for staging drums with used oil
filters and other oily waste awaiting pick up. Small amounts of flammable chemicals used for
maintenance are kept in fire-rated cabinets in the buildings.
Hazardous wastes generated by servicing and maintenance of trucks and equipment are limited
to waste motor oil, gear oil, hydraulic oil, brake fluid, waste antifreeze, used oil filters, batteries,
soiled rags, and absorbent materials. These wastes are accumulated in appropriately labeled
containers having secondary containment either within the Maintenance Building or beneath the
awnings south of the building. Site office-generated E-waste, batteries, and fluorescent bulbs are
temporarily stored in a secure location in the Maintenance Building. All hazardous wastes at the
site are transported off site under manifest for recycling and/or disposal by qualified hazardous
waste subcontractors that are certified to handle the waste.
Other material handling locations include the ATD fueling area adjacent to Blue Gum Street and
the O&M diesel, LNG, and CNG fuel stations. These locations and the types of fuels dispensed
are illustrated on Figure 2. Water based paints and water based paint removers are stored on

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spill containment pallets under an awning next to the paint booth. Detergents and water based
cleaners are used at the Truck Wash and Bin Wash areas.
A.6.a.iii Dust and Particulate Generating Activities
Collection trucks and vehicle traffic on the site may track dust and dirt around the site. Truck
and bin washing deposits dirt and debris on the ground in those areas. Bin maintenance and
welding may also create dust and metal particulates, so these activities are kept within site
buildings. To prevent airborne particulates, all painting is performed within the paint booth. The
site may also receive dust from the 57 freeway embankment along the west perimeter of the site.
The site added silt fence along some of the site perimeter to prevent off-site dirt from blowing
onto the site.
A.6.a.iv Significant Spills and Leaks
There have been no identified, significant spills from the facility for materials listed in 40 CFR
Part 372, extremely hazardous materials, or other on-site raw materials onto the facility grounds
at ATD/O&M.
A.6.a.v Non-Storm Water Discharges
The ATD/O&M site has installed engineering controls to prevent any non-storm water
discharges (irrigation water and air conditioner runoff, etc.) from leaving the site. Air conditioner
runoff is directed to landscaped areas at the site as much as possible. Landscaped areas are
checked to ensure that irrigation water is not over-spraying or flowing out of the appropriate
areas. Domestic wastewater is piped directly to municipal sanitary sewer lines. Republic does
not anticipate unauthorized non-storm water discharges or infiltration at this site. Spill kits and
spill response procedures are in place to ensure that no unauthorized non-storm water discharge
will reach any infiltration areas.
A.6.a.vi Soil Erosion
Only 3% of ATD/O&M has permeable surfaces with potential to erode during heavy rain events.
These consist of landscaped areas, which have established plants and grass to prevent erosion.
Some soil may come onto the site from the landscaped 57 freeway embankment located along
the western property boundary. These slopes are maintained by Cal Trans, so when there are
erosion issues, ATD/O&M contacts Cal Trans.
A.6.b Potential Pollution Sources and Corresponding BMPs
ATD/O&M has identified potential areas of impact to storm water runoff and has implemented
the best management practices listed in Table 3 – Assessment of Potential Pollutant Sources and
Corresponding Best Management Practices. The non-structural and structural BMPs are also
discussed in more detail in the following sections.
The far north entrance driveway from Blue Gum Street to Drainage Area 1 is raised to prevent
any run-on or run-off. The north driveway (entrance driveway) to Drainage Area 2 from Blue

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Gum Street has minimal potential run-off due to the topography in this area. The south driveway
(exit driveway) may have a minor amount of storm water runoff, which will continue to be
monitored at location MP-2. Run-on and run-off will be prevented at the driveways at Coronado
Street on the south perimeter of the property, once the cross-gutters and structural storm water
BMPs are completed as described in Section 8.A.b.

A.7

ASSESSMENT OF POTENTIAL POLLUTANT SOURCES

Certain materials used or stored on the site contain potential pollutants. The following table lists
the pollutants identified as having a reasonable potential to be present in storm water discharge.
Potential Pollutant

Source

Location

Oil & Grease (O&G)

Fuels, Hydraulic fluids, Lubricants

Fueling areas, parking areas, and
vehicle traffic

Total Suspended Solids
(TSS)

Truck traffic, truck & bin washing, bin repair

Unpaved areas and vehicle traffic

Facility waste water discharges originate only from domestic water use and from the truck wash
and bin wash areas. Domestic wastewater and the truck and bin wash clarifiers are piped directly
to municipal sanitary sewer lines.

A.8 STORM WATER BEST MANAGEMENT PRACTICES
Table 3 contains an assessment of potential pollutant sources and the corresponding best
management practices utilized at ATD/O&M. The BMPs are also separated into non-structural
and structural categories and described below.
A.8.a STORM WATER BEST MANAGEMENT PRACTICES – NON-STRUCTURAL
ATD/O&M has developed the following storm water management controls based on the
requirements of the revised General Permit, facility process knowledge, and observed runoff
gradients. These storm water controls utilize existing personnel and established preventive
maintenance routines, including spill prevention and spill response techniques.
A.8.a.i Good Housekeeping
The following procedures are routinely employed to maintain ATD/O&M as a clean and orderly
facility:


Regenerative street sweepers operate on site and along the access roads adjacent to the
facility;

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

Hydrocarbon spots left by company and personnel vehicles are removed on a regular basis
using absorbent and/or a water-based, biodegradable solvent;



Parking lots are kept clean and clear of debris using dry sweeping methods or the street
sweepers;



Process drains, clarifiers, and cleanouts are inspected and periodically cleaned as necessary
to avoid excess pooling of industrial water and/or rainwater;



Rainwater drainage trenches, gutters, and downspouts are periodically cleaned to remove
excessive debris, vegetation, and silt so that storm flow is not obstructed;



Access roads and perimeter fences/walls are inspected frequently, and refuse is picked up and
disposed of properly;



All objects with raw material or finished product residues are kept covered and indoors, and
are periodically wiped clean;



Absorbent material and pans are used to contain leaks, spills, or small discharges;



Vehicles, equipment, and bin cleaning is performed in designated areas equipped with
collection drains using minimal amounts of water;



Hazardous wastes generated at the site are kept in clearly labeled and dated containers
awaiting transport off site in accordance with applicable handling regulations;



Dedicated litter collection personnel inspect the facility daily and pick up any litter found;
and



Litter collection, tarp applications and inspections, and BMP inspections and maintenance
will be documented on the inspection forms enclosed in Appendix D.

A.8.a.ii Preventive Maintenance
The following preventative maintenance procedures are routinely practiced at ATD/O&M:


Site vehicles and equipment receive regular maintenance in accordance with manufacturers’
recommendations to prevent leaks;



Absorbent material is readily available in areas where leaks may routinely occur (i.e.,
refueling areas, Maintenance Building, near the ASTs, etc.);



Only trained site employees are allowed to fuel facility vehicles and equipment within
designated areas. They are instructed to report leaking fuel dispensers immediately to the
appropriate manager;

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

Individuals fueling vehicles are instructed not to “top off” or overfill fuel tanks;



Vehicle and equipment maintenance is performed in a designated area on impermeable
surfaces; and



Collection trucks and site equipment are parked in assigned spaces and checked for leaks
daily.

A.8.a.iii Spill Response
Spills of hazardous materials greater than 55 gallons will be handled appropriately. If required, a
HAZMAT contractor will be contracted. In the event of a significant spill the appropriate
supervisor or manager will be immediately notified and the following activities will be
conducted:
1. Identify product and secure the area (if necessary).
2. Obtain personal protective equipment and maintain safety of employees.
3. Contain spilled material with portable dikes, absorbent socks, and/or other absorbent
materials.
4. Cover floor and storm drains.
5. Remove soiled absorbent, clean up material, and package it for disposal in accordance
with environmental regulations.
6. Clean area to the approval of the appropriate manager.
7. Log the time, place, volume, reason for, and type of spill release (raw material usage,
vehicle and tank fueling, or other vehicle fluids) in an incident report.
8. Replace or clean any spill control equipment so that it will be ready for the next event.
9. The incident shall be reported to the General Manager and/or Site Manager. The
appropriate manager(s) shall determine the need for reporting to local enforcement
agencies in accordance with federal, state, and local regulatory requirements.
A.8.a.iv Material Handling and Storage
The following material handling and storage procedures are employed at ATD/O&M to
minimize spills and prevent exposure of storm water to pollutants:


Heavy materials are loaded and unloaded by a trained forklift operator.



During unloading, the responsible employee accepting the delivery inspects for spills,
leaks, and debris before the delivery vehicle leaves. Minor spills are cleaned up promptly.



All containers storing significant materials are kept closed and secure except when
adding or removing material.



All hazardous materials are stored in secure locations within containers that are
compatible with the material being stored and have secondary containment as appropriate.

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

All hazardous materials containers have legible labels identifying the material and the
date stored.



All USTs and ASTs are filled by licensed and certified fuel transporters using overfill
protection.

A.8.a.v Employee Training
Responsibilities of the SWPPP Manager include implementation of annual training schedules for
employees handling hazardous materials and having spill prevention/response responsibilities
through the Hazard Communication Training Program. This program includes training
designated employees in implementing facility controls, spill response, good housekeeping, tarp
application and inspections, appropriate hazardous material handling and storage, and other
required training. In addition to emergency response procedures identified in the Emergency
Response Plan, ATD/O&M has designated key employees to perform storm water management
roles. These employees are trained to identify conditions at the various work areas at the site that
may potentially cause pollution of storm water. Each new employee whose work in the course of
their job might impact storm water, shall complete the Republic SWPPP and Spill Prevention
Control and Countermeasures (SPCC) Training Program. This training is designed to maintain
employee awareness regarding storm water pollution prevention practices. Drivers/operators
receive additional training in proper fueling, fuel station inspections, and spill prevention
procedures.
A.8.a.vi Waste Handling / Waste Recycling
The following waste handling and recycling procedures are implemented at ATD/O&M to
minimize and prevent exposure of storm water to pollutants:


Waste products from vehicle/equipment maintenance such as motor oil, antifreeze, brake
fluid, hydraulic fluid, gear oil, and batteries are collected, temporarily stored in
appropriately labeled containers, and disposed/recycled under manifest by a qualified
subcontractor.



Drip pans are emptied into the used oil tank.



Dry shop waste (rags, absorbent materials, etc.) is stored in covered containers located
indoors in the Maintenance Shop.



Used oil filters are drained and then recycled by an approved vendor. Used oily parts are
cleaned prior to disposal or recycling. Used oil from these activities is collected in the
used oil tank.



Computers, fluorescent bulbs, and other small amounts of E-waste from the
administrative offices are kept in a secure area and picked up and recycled by an
approved vendor using manifest documentation.

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A.8.a.vii Recordkeeping and Internal Reporting
ATD/O&M will keep all storm water and non-storm water discharge observation forms, chain of
custody, analytical data, and records documenting employee training, litter collection, tarp
application and inspections, and storm water BMP inspections and maintenance readily available
on site. All elements of SWPPP observations will be retained as part of the plan. The time, place,
volume, reason for, and type of release (raw material usage, vehicle and tank fueling, or other
vehicle fluids) for any spills will be recorded on an incident report. All compliance reporting will
be carried out in accordance with federal, state, and local regulations.
A.8.a.viii Erosion Control and Site Stabilization
Impermeable surfaces at ATD/O&M are maintained with landscape vegetation to prevent
erosion. Landscaped areas are irrigated at intervals consistent with County or City Water
Conservation Resolutions. Excess runoff from hoses, irrigation lines, air conditioners, or other
domestic water sources are directed away from site areas where pollutants are likely to
accumulate. The planned storm water infiltration areas will help prevent any soil erosion from
discharging offsite. During the storm season sandbags, silt screens, straw bales and/or other
additional sediment control devices may be utilized.
A.8.a.ix Inspections
Monthly, quarterly, and annual SWPPP inspections are conducted in accordance with the
General Permit requirements. These inspections are described in Section B.
Designated ATD/O&M employees perform routine site inspection duties. Inspecting employees
may recommend any additional spill prevention or storm water pollution prevention controls.
Vehicles and equipment are regularly inspected to check for leaks. Vehicle parking and transit
areas are inspected regularly for drips, debris, etc. A designated litter control person will inspect
the perimeter of the facility daily and pick up litter, which will be recorded on a Litter Control
Log (Appendix D). Storm water infiltration and pre-treatment areas will be inspected during
storm events that occur during scheduled facility operating hours using the forms in Appendix D.
If tarps are applied to cover exposed materials, a Tarp Application and Inspection Log
(Appendix D) will be filled out. These inspections will be maintained at the site.
A.8.a.x Metal Roof Sampling
During the first hour of the second and third qualifying storm water discharges of the 2013-2014
season (a qualifying storm water discharge is one that occurs during scheduled facility operating
hours on a day preceded by at least three (3) working days without storm water discharge), the
following metal roof storm water discharge samples will be taken:
 Maintenance Building – 1 sample
 Repair Shop – 1 sample
These are the only buildings with metal roofs. The two (2) samples listed above will be analyzed
for Aluminum, Copper, Iron, Lead, and Zinc to determine the need for roof coating. Two (2)
rounds of sampling will be conducted. If both rounds of sampling produce samples that do not

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exceed benchmarks, the metal roofs will not require coating. If the samples exceed the following
USEPA Storm Water Benchmarks, the metal roof(s) exceeding the benchmark values will be
coated within 60 days of receiving the second round of laboratory results.
Parameter
Aluminum
Copper
Iron
Lead
Zinc

Units
mg/L
mg/L
mg/L
mg/L
mg/L

Federal Benchmark Value
<0.75
<0.0636
<1
<0.0816
<0.117

A.8.a.xi Quality Assurance
The ongoing training and implementation of this SWPPP program is the responsibility of the
General Manager, who is supported in these responsibilities by the PPT. The General Manager
may designate a qualified environmental consultant for review and updating the SWPPP on an
“as needed” basis.
A.8.b STORM WATER BEST MANAGEMENT PRACTICES – STRUCTURAL
ATD/O&M utilizes structural control measures to minimize rainfall runoff and impact from onsite operations. The structural control measures include overhead coverage, control devices to
channel storm water away from pollution sources, secondary containment, and treatment devices.
Structural control measures are discussed in the following sections.
A.8.b.i Overhead Coverage
Maintenance of trucks, equipment, and bins are conducted within the site buildings.
Maintenance fluids and hazardous liquids are stored within the Maintenance Building or beneath
awnings located south of the building. Site generated E-waste, batteries, fluorescent bulbs, etc.
are stored in the Maintenance Building. The Truck Wash and bin wash areas have overhead
coverage. Metal parts and pieces are stored inside the Repair Shop, the Bin Repair & Weld Shop,
the Storage Building, or beneath a canopy on the south side of the site. Paint and related
materials are stored beneath an awning on the south side of the Paint Booth. All painting takes
place within the Paint Booth. Canopies will be installed above all the fuel islands at ATD
(Drainage Area 2) and above the diesel fuel island in the O&M lot (Drainage Area 1) by
February 2014 pending acquiring permits and fabrication (Figure 3A).
A.8.b.ii Retention Ponds
ATD/O&M does not have any retention ponds onsite.

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A.8.b.iii Control Devices
A concrete curb runs along a portion of the west side of the O&M lot to prevent storm water
from leaving the site and to prevent sediment from the slopes alongside the 57 freeway from
washing down into the site.
The far north entrance driveway from Blue Gum Street to Drainage Area 1 is built up to prevent
run-on and run-off.
There is concrete curbing around the entire perimeter of the ATD fueling area except at the two
driveways onto Blue Gum Street. A concrete berm will be constructed around the fueling area as
illustrated on Figure 3A. The north driveway (entrance driveway) to Drainage Area 2 from Blue
Gum Street has a minimal potential for run-off due to the topography in this area. The south
driveway (exit driveway) may have a minor amount of storm water runoff from the small
adjacent paved area, which will continue to be monitored at location MP-2.
There are berms around the truck wash and bin wash areas, to keep wash water in these areas.
Most of the south perimeter of the site has block walls or concrete curbing along it to prevent
discharge offsite. Discharge onto Coronado Street through the holes in the block wall in
Drainage Area 3 will be prevented by plugging the holes and installing a StormChamber® with
SedimenTrap™ pretreatment device by December 31, 2013 (Figure 3E). Run-on and run-off
will be prevented at the three (3) driveways at Coronado Street by cross-gutters connected to a
StormChamber® with SedimenTrap™ pretreatment devices, which will be installed by
December 31, 2013 (Figure 3D).
StormChambers® with SedimenTrap™ pretreatment devices will also be installed in Drainage
Area 1 on the north perimeter and in Drainage Area 4 south of the Bin Storage building by
December 31, 2013. Existing concrete ribbon gutters and grade breaks on the O&M lot will help
direct storm water drainage in Areas 1 and 4 towards the proposed storm water treatment devices
(Figures 3B and 3C).
A.8.b.iv Secondary Containment Structures
Maintenance fluids and waste fluids are stored in double-walled ASTs or in drums and
containers that are kept on spill-containment pallets. Spill containment pallets are also placed
below some of the fluid hoses in the Maintenance Building to collect drips. The USTs are all
double-walled with double-walled piping and are equipped with leak detection systems in
accordance with current regulations.
A.8.b.v Treatment
StormChamber® with SedimenTrap™ pretreatment devices will be installed by December 31,
2013 in Drainage Area 1 on the north perimeter, in Drainage Area 3 on the south perimeter, in
Drainage Area 4 south of the Bin Storage building, and in Drainage Area 5 south of the Bin
Repair & Weld Shop (see Figures 3A to 3E).
Pretreatment to prevent clogging the

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StormChamber® subsurface infiltration device will consist of inlet protection in the form of fiber
rolls and drop inlet filters. Maintenance on the pretreatment devices will be recorded on the
Storm Chamber Visual Observation Form enclosed in Appendix D.
Several clarifiers are in operation on site. Two clarifiers collect wash water from the Truck Wash
and bin wash areas, which is discharged directly to the public sanitary sewer system. The site
maintains permits for this discharge. The other clarifier is a settling unit, located upstream of the
O&M Storm water Discharge point on the north side of the parking lot. This settling unit will
either be removed, or utilized as an additional pretreatment device for the proposed
StormChamber® with SedimenTrap™ pretreatment device that will be installed in this area.
The above mentioned StormChamber® infiltration areas have been designed for the 85th
percentile storm, which is 0.9 inches of precipitation in a 24-hour period. Storm water discharge,
due to overflow from a StormChamber® infiltration area will be sampled during scheduled
facility operating hours. If a storm event greater than the 85th percentile storm occurs, leading to
overflow of the infiltration devices, this overflow will be sampled for informational purposes
only.
Permeable pavement will also be installed at the employee parking stalls at ATD (Drainage Area
2) as indicated on Figure 3A.

A.9

ANNUAL COMPREHENSIVE SITE COMPLIANCE EVALUATION

The General Manager or their qualified designee shall conduct an Annual Comprehensive Site
Compliance Evaluation. These annual compliance evaluations will be conducted at ATD/O&M
to evaluate site compliance with the elements contained in this SWPPP. The annual evaluations
will cover annual reporting period from July 1st of each year to June 30th of the following year
and will be conducted within 8-16 months of each other.
The following activities will be conducted during each annual evaluation:


Review of inspection records and storm water sampling data collected during the
reporting period.



Visual inspection of all potential pollutant sources identified at the site for evidence of, or
the potential for, pollutants entering storm water discharge.



Review and evaluation of the non-structural and structural BMPs to determine if they are
adequate, properly implemented and maintained, or whether additional BMPs are needed.



Visual inspection of equipment needed to implement the SWPPP (such as spill response
kits) shall be performed.



Preparation of an annual evaluation report.

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The annual evaluation report will be retained on site and submitted to the Regional Water
Quality Control Board (RWQCB) with the annual report. The annual evaluation will include the
following information:


Personnel conducting the evaluation.



Dates of the evaluation.



A schedule to implement the appropriate SWPPP revisions, if needed.



Any incidents of non-compliance and corrective actions taken.



A certification that the facility operator is in compliance with the revised General Permit.

A sample copy of SWRCB Annual Report Forms is enclosed in Appendix C.

A.10 SWPPP GENERAL REQUIREMENTS
a. The SWPPP shall be kept on-site and made available upon request of a representative of
the Regional Water Board and/or local storm water management agency which receives
the storm water discharges.
b. The Regional Water Board and/or local agency may notify the facility operator when the
SWPPP does not meet one or more of the minimum requirements of this Section. As
requested by the Regional Water Board and/or local agency, the facility operator shall
submit an SWPPP revision and implementation schedule that meets the minimum
requirements of this section to the Regional Water Board and/or local agency that
requested the SWPPP revisions, the facility operator shall provide written certification to
the Regional Water Board and/or local agency that the revisions have been implemented.
c. The SWPPP shall be revised, as appropriate, and implemented prior to changes in
industrial activities which (i) may significantly increase the quantities of pollutants in
storm water discharge, (ii) cause a new area of industrial activity at the facility to be
exposed to storm water, or (iii) begin an industrial activity which would introduce a new
pollutant source at the facility.
d. Other than as provided in Provisions B.11, B.12, and E.2 of the General Permit, the
SWPPP shall be revised and implemented in a timely manner, but in no case more than
90 days after a facility operator determines that the SWPPP is in violation of any
requirements(s) of this General Permit.
e. When any part of the SWPPP is infeasible to implement by the deadlines specified in
Provision E.2 or Sections A.1, A.9, A.10c, and A.10.d of this General Permit due to
proposed significant structural changes, the facility operator shall submit a report to the

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Regional Water Board prior to the applicable deadline that (i) describes the portion of the
SWPPP that is infeasible to implement by the deadline, (ii) provides justification for a
time extension, (iii) provides a schedule for completing and implementing that portion of
the SWPPP, and (iv) describes the BMPs that will be implemented in the interim period
to reduce or prevent pollutants in storm water discharges and authorized non-storm water
discharges. Such reports are subject to Regional Water Board approval and/or
modifications. Facility operators shall provide written notification to the Regional Water
Board within 14 days after the SWPPP revisions are implemented.
f. The SWPPP shall be provided, upon request, to the Regional Water Board. The SWPPP
is considered a report that shall be available to the public by the Regional Water Board
under Section 308(b) of the Clean Water Act.

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SECTION B. MONITORING PROGRAM AND REPORTING REQUIREMENTS
B.1

SWPPP IMPLEMENTATION SCHEDULE AND RESPONSIBILITY

In order to meet the requirements of this SWPPP for ATD/O&M, Republic has dedicated
significant time and expense. The anticipated result is to minimize the impact of facility
processes on natural rainfall runoff.
The General Manager of the facility will oversee the SWPPP program and has delegated
responsibility to the PPT for the implementation of the program. The ongoing training and
implementation of this SWPPP and its monitoring program is the responsibility of the General
Manager, who may be supported in these responsibilities by the PPT or other Republic managers.
The General Manager may designate a qualified environmental consultant for the review and
updating of the SWPPP on an “as needed” basis.

B.2

OBJECTIVES

The objectives of the monitoring program are to:


Ensure that storm water discharges are in compliance with the Discharge Prohibitions,
Effluent Limitations, and Receiving Water Limitations specified in the General Permit.



Ensure practices at the facility to reduce or prevent pollutants in storm water discharges
and authorized non-storm water discharges are evaluated and revised to meet changing
conditions



Aid in the implementation and revision of the SWPPP required by Section A of the
General Permit.



Measure the effectiveness of best management practices (BMPs) to prevent or reduce
pollutants in storm water discharges and prevent authorized and unauthorized non-storm
water discharges.

VISUAL OBSERVATIONS (INSPECTIONS)
Designated ATD/O&M personnel will perform visual inspections using the forms enclosed in
Appendix D of this SWPPP. The forms include quarterly dry (non-storm water) observations
and monthly wet season observations of the site discharge locations as described below.

B.3

NON-STORM WATER VISUAL OBSERVATIONS

Quarterly a designated ATD/O&M employee shall visually observe all drainage areas within the
facility. Visual observations shall occur in daylight hours during scheduled facility operating
hours on days with no storm water discharges. Quarterly observations should be conducted
within 6 to 18 weeks of each other during the following periods: January-March, April-June,

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July-September, and October-December. The ATD/O&M employee will document the presence
of any observed authorized and/or unauthorized non-storm water discharges, discolorations,
stains, odors, floating materials, etc. Authorized non-storm water discharges include fire hydrant
flushing, potable water discharge from the operation, maintenance or testing of potable water
sources, drinking fountains, irrigation drainage, landscape watering, and atmospheric
condensates from refrigeration, air conditioning, and compressors. Clean non-storm water
discharge is only authorized if quarterly visual observations are performed. BMPs to reduce
contact with significant materials or equipment must also be utilized to prevent significant
quantities of pollutants in the discharge.
The proposed storm water infiltration areas and permeable paving should eliminate non-storm
water discharges. No unauthorized non-storm water discharges will be allowed to enter the
infiltration areas. If authorized non-storm water discharge is observed leaving the site, the source
will be identified and additional BMPs used to eliminate the flow or volume of non-storm water
discharges. Quarterly observations will include a description of corrective measures taken to
eliminate the discharge. The BMPs may be revised and implemented if necessary.

B.4

STORM WATER DISCHARGE VISUAL OBSERVATION

Monthly during the wet season (October 1 to May 30) a designated ATD/O&M employee shall
visually observe storm water discharges from at least one storm event. These observations will
occur during the first hour of discharge at all monitoring locations. Visual observations will be
conducted in daylight hours, during scheduled facility operating hours, on a day preceded by at
least three (3) “working days” without storm water discharge. The presence of any floating and
suspended material, O&G, discolorations, turbidity, odor, source of any pollutants, and any
corrective measures taken to prevent pollutants shall be documented. The BMPs shall be revised
and implemented as necessary.

B.5

SAMPLING AND ANALYSIS

Republic has prepared a site-specific storm water monitoring program for ATD/O&M which
includes the following components: rationale and locations for sampling, analytical methods,
QA/QC program, pollutant reduction tracking, and record keeping. The intent of this program is
to monitor the facility progress in minimizing discharge of potential facility pollutants, assist in
implementing the SWPPP, and measure the effectiveness of existing and proposed BMPs, such
as those previously implemented and planned. ATD/O&M has trained designated employees in
proper storm water sampling and sample handling techniques. An off-site California-certified
analytical laboratory performs analyses of samples collected by ATD/O&M personnel.
B.5.a Sampling Preparation
ATD/O&M will be prepared to sample the first rainfall of the “wet” season during scheduled
facility operating hours starting in October. Per the revised General Permit, samples will be
collected within the first hour of storm water discharge, on a day preceded by at least three (3)

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“working” days without storm water discharge. Storm water samples will be collected from the
designated site monitoring locations in accordance with the General Permit.
B.5.b Sampling Protocol
Samples of storm water discharge will be collected during scheduled facility operating hours on
a day preceded by at least three (3) “working days” without storm water discharge.
B.5.c Sampling Methods and Parameters
Samples will be collected directly in clean laboratory-provided sample bottles, or if necessary in
clean unused high density polyethylene quart bottles from water pooled, or flowing into the
sample area. This water will then be immediately transferred into the laboratory-provided sample
bottles. Bottle size and type and laboratory method may vary slightly depending on the
laboratory, but the general sampling parameters are identified herein:
Parameters

EPA Method1

Sample Bottle

pH
150.1, A4500HB, or grab 500 mili-liter HDPE unpreserved
Specific Conductivity (EC)
120.1 or A2510B
500 mili-liter HDPE unpreserved
2
Oil & grease (O&G)
413.2 or 1664A HEM
1 liter amber glass with H2SO4
Total Suspended Solids (TSS) 160.2 or 2540D
1 liter HDPE unpreserved
3
Fecal coliform
SM9221B/E
120 mili-liter HDPE with Na2S2O3 tablet
3
Enterococci
SM9230B
120 mili-liter HDPE with Na2S2O3 tablet
HNO3 = nitric acid
H2SO4 = sulfuric acid
Na2S2O3 = sodium thiosulfate HDPE = high density
polyethylene
1
Or Equivalent Approved Method
2
O&G can be substituted for total organic carbon (TOC) as allowed in the General Permit.
3
These are being analyzed in accordance with a Settlement Agreement.

B.6
FACILITIES SUBJECT
LIMITATION GUIDELINES

TO

FEDERAL

STORM

WATER

EFFLUENT

Storm water effluent limitations are not currently applicable to this site.

B.7

SAMPLE STORM WATER DISCHARGE LOCATIONS

B.7.a Representative Drainage Areas
Based on the general site contours and the proposed storm water infiltration areas, Republic
previously had identified two representative storm water discharge locations for
monitoring/sampling. Monitoring point (MP-1) located at the north perimeter of the site after the
settling clarifier, and monitoring point (MP-2) located at the southeast corner of the site at the
driveway onto Blue Gum Street (Figure 2). The installation of the StormChamber® subsurface

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infiltration devices is expected to mostly eliminate storm water discharge from the former
monitoring point MP-1. Therefore, Republic anticipates that only monitoring point MP-2 will
have storm water discharge offsite that can be regularly sampled. However, the StormChamber®
subsurface infiltration devices and their pre-treatment BMPs will be monitored, when rain events
occur during scheduled facility operating hours. This monitoring will be recorded on the
observation forms in Appendix D. If discharge or overflow is observed, then storm water
samples will be collected and submitted for laboratory analysis. If the overflow or discharge is
due to a storm event greater than the 85th percentile design storm, then the sampling will be for
informational purposes only.
B.7.b Comingled Storm Water
The storm water sampling locations will be carefully sampled to avoid collecting a comingled
storm water sample.
B.7.c Sample Locations That Are Difficult to Observe and Sample
The current sample locations at ATD/O&M is not difficult to observe or sample.
B.7.d Substantially Identical Drainage Areas
Though not currently applicable, ATD/O&M will document in the annual report if the industrial
activities and BMPs within two or more drainage areas are substantially identical, such that a
combined sample or a reduced number of storm water samples are collected.

B.8

VISUAL OBSERVATION AND SAMPLE COLLECTION EXCEPTIONS

B.8.a Exceptions
If ATD/O&M is not able to conduct required visual observations or collect storm water samples
due to dangerous weather conditions, storm water discharge beginning after scheduled facility
operating hours, or because storm water discharges are not preceded by three (3) “working days”
without discharge, these exceptions shall be explained in the annual report.
B.8.b Non-Qualifying Observation and Sampling Exceptions
ATD/O&M will attempt to perform visual observations and sample collection within the first
hour of storm water discharge from the site drainage locations. However, ATD/O&M may
choose to collect a storm water sample after the first hour of storm water discharge, if the “wet”
season is almost over, and there have been no previous storm events in which storm water could
be sampled within the first hour of discharge. If the storm water samples are not collected within
the first hour of discharge, an explanation will be included in the annual report.

B.9

ALTERNATIVE MONITORING PROCEDURES

This site does not have any alternative monitoring procedures.

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B.10

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MONITORING METHODS

B.10.a Rationale for ATD/O&M Monitoring Program
B.10.a.i Visual Observations
ATD/O&M will perform monthly visual observations of storm water discharge from October to
May during the “wet” season. The monitoring location MP-2 has been selected based upon the
topography, site configuration and drainage, storm water infiltration areas, and industrial
activities at ATD/O&M.
The StormChamber® infiltration Areas 1, 3, 4, and 5 (Figure 3A) will be observed during rain
events that occur during scheduled facility operating hours. These observations will be recorded
on the StormChamber Visual Observation Form in Appendix D.
Authorized non-storm water discharges should be mostly eliminated after the proposed
installation of infiltration areas and permeable pavement. Republic has prevention measures
including spill kits to prevent unauthorized discharge. Unauthorized non-storm water discharge
will be prevented from flowing into any of the infiltration areas. In accordance with the General
Permit, quarterly visual observations will be performed to detect the presence of authorized or
unauthorized non-storm water discharges from July 1st to June 30th. The observations will be
performed by a trained, designated employee in the PPT.
B.10.a.ii Sampling Locations
ATD/O&M personnel will be prepared to sample the first rainfall of the “wet” season starting in
October. Per the SWRCB, samples will be collected within the first hour of storm water
discharge, on a day preceded by at least three (3) “working” days without storm water discharge.
Since it is anticipated that storm water discharge from ATD will be mostly eliminated, once the
proposed infiltration areas and permeable pavement is installed, monitoring point MP-2 will be
representative of runoff from the majority of the facility grounds in accordance with the
guidelines provided by the RWQCB.
However, if storm water discharge due to overflow from a StormChamber® infiltration area
occurs during scheduled facility operating hours, it will be sampled. The StormChamber®
infiltration Areas 1, 3, 4, and 5 have been designed for the 85th percentile storm, which is 0.9
inches of precipitation in a 24-hour period. If a storm event greater than the 85th percentile storm
occurs, leading to overflow of the infiltration devices, this overflow will be sampled for
informational purposes only.
B.10.a.iii Analytical Methods and Detection Limits
All storm water samples shall be analyzed at a laboratory certified for such analyses in
accordance with State Regulations. The analytical methods and method detection limits may

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vary slightly depending on the laboratory, but the sampling parameters, methods, and method
detection limits are presented in the following table.
Parameters
pH

EPA Method1
150.1, A4500HB, or grab

Specific Conductivity (EC)

120.1 or A2510B

Oil & grease (O&G)2
Total Suspended Solids (TSS)
Fecal coliform3
Enterococci3

413.2 or 1664A HEM
160.2 or 2540D
SM9221B/E
SM9230B

Method Detection Limit
0.01 pH Units
1.0 micro ohms per centimeter
(umhos/cm)
1.0 milligrams per liter (mg/L)
1.0 milligrams per liter (mg/L)
1.0 colony forming units per 100 mL
1.0 colony forming units per 100 mL

1

Analyses must be conducted per 40 CFR Part 136 or an equivalent method approved by the RWQCB.
O&G can be substituted for total organic carbon (TOC) as allowed in the General Permit.
3
These are being analyzed in accordance with a Settlement Agreement.
2

The Method Detection Limit can vary based on the analysis method, laboratory equipment,
laboratory Quality Assurance/Quality Control protocols, and the storm water sample itself. The
method detection limits are carefully determined by the analytical laboratory to meet State and
Federal regulations. The method detection limits are well below the Federal Benchmark Levels
(FBLs), which are the pollutant concentrations above which EPA determined represent a level of
concern at which a storm water discharge could potentially impair, or contribute to impairing,
water quality or affect human health from ingestion of contaminated fish.
B.10.b Sampling and Sample Preservation
All sampling and sample preservation shall be in accordance with the current edition of
"Standard Methods for the Examination of Water and Wastewater". All analyses will conducted
at a laboratory certified for such analyses by the State Department of Health Services. Republic,
or their designated consultant, will select the analytical laboratory and arrange the handling and
transfer of the sample bottles. Storm water samples will be placed in a cooler with ice and will
be transported to the lab with a completed chain of custody.
The chain of custody shall include:
1)
2)
3)
4)
5)
6)
7)
8)
9)

Site Name;
Project Manager and contact information (can be a consultant);
Sample location name(s);
Date and time of sample collection;
Requested analysis;
Requested turnaround time;
Total number of containers;
Name of individual performing sampling; and
Signatures of persons relinquishing and receiving the samples.

An example of the COC form is included in Appendix E.

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All monitoring instruments and equipment shall be calibrated and maintained in accordance with
manufacturers’ specifications to ensure accurate measurements.

B.11

INACTIVE MINING OPERATIONS

There are no inactive mining operations at this site.

B.12

SAMPLING AND ANALYSIS EXEMPTIONS AND REDUCTIONS

There are no exemptions or reductions designated for this site.

B.13

RECORDS

A binder/folder will be maintained at ATD/O&M and will include this SWPPP, inspection forms,
recommended actions, corrective actions, and results of laboratory analyses. The binder will be
available to regulatory agencies upon request.
Records of storm water monitoring information shall include:
1. Date, place, time of site sampling and measurements (including site inspections and visual
wet weather observations).
2. Name of individual(s) performing sampling and monitoring.
3. Chain of Custody (COC) form and laboratory analytical report.
An example of the required COC form is included in Appendix E.

B.14

ANNUAL REPORT

All required information will be submitted in an annual report by the required due date of July 1st
to either the Executive Officer of the Regional Water Quality Control Board (RWQCB) or via
the SWRCB’s online Storm Water Multiple Application and Report Tracking System (SMARTS)
database.
The report shall include a summary of visual observations and sampling results, an evaluation of
the visual observation and sampling and analysis results, laboratory reports, the Annual
Comprehensive Site Compliance Evaluation Report, an explanation of why a facility did not
implement any activities required by the General Permit (if applicable), and the visual
observation and sample collection exception records (if applicable). The method detection limit
of each analytical parameter shall be included, and analytical results that are non-detect (ND)
shall be reported as “less than the method detection limit”. Non-structural BMP evaluation and

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any improvements, if required, will also be included in the Annual Report. The Annual Report
shall be signed and certified in accordance with Standard Provisions 9. and 10. of Section C of
this General Permit. ATD/O&M prepares and submits the Annual Report using the forms
provided on SWRCB’s online SMARTS database.

B.15

GROUP MONITORING

This site was in the Republic Services, Inc. Group Monitoring Program (GMP), which was
approved by the SWRCB in October 2008. The five year alternative sampling schedule ended in
2013. ATD is no longer participating in a GMP.

B.16 WATERSHED MONITORING OPTION
The watershed monitoring option does not apply for this site.