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WSC Impacts at a glance 2024

Puget Sound
Integration
Efforts
WSC’s cross-sector
work to align
stormwater, land use,
human health, and
scientific research.
Human Health
Integration
Facilitating human health
integration into aquatic
based strategies through
workshops, crossdisciplinary collaboration,
socializing concepts and
bridging organizational
silos.
Land & Water Use
Planning
Promote integrated land
and stormwater
approaches using
national models,
workshops and
cultivating crossdiscplinary relationships.
Research &
Leadership
Linking 6PPD-Q and
other products, with
health, and climate
issues. Leveraging
regional leadership board
roles to bridge social and
physical sciences that
center human needs in
stormwater solutions
Online Outreach
Guiding Permittees Through Change
The WSC provided essential guidance
throughout the Industrial Stormwater
General Permit (ISGP) reissuance
process, ensuring permittees
understood proposed changes and
how to remain in compliance.
20+ blog posts on key
permit components,
analysis of proposed
changes, and practical
compliance tips
Delivered updates in real
time to help permittees
prepare
5 live webinars with
over 527 total
registrants
Focused on FAQs,
technical
interpretation, and
implementation
guidance
Empowering Municipal Permittees with Targeted Support
Washington Stormwater Center:
2024 Impact at a Glance
Supporting Permittees Through ISGP
Reissuance
In 2024, the WSC simplified the industrial permit
reissuance process, delivering timely, actionable guidance
and building trust through clear communication.
Statewide Reach
Responded to 151
permittee requests in
53 jurisdictions
Permit Assistance
Support for 3
municipal permits
across the state of WA
Stormwater Guidance
Staff Training
Onboarding
Capacity Building
Regional Group Connections
New Resources to Meet Evolving
Permit Requirements
Compliance Tools
In-Person Trainings
7
2
6 Online Courses
101 Attended Multiple Sessions
193 Unique Participants
Reach & Participation
292 Total Session Attendees
13 Webinars
+ 2 In-Person Workshops
= 22 Hours of Content
Washington’s First Statewide Stormwater Awareness Week
Combined webinars, interactive in-person training, and regional expertise
Designed for stormwater professionals from across Washington State
Event Overview
WSC hosted two in-person training sessions that reached full capacity and generated active
interest. The IDDE and Small Spill Response training welcomed 65 participants, while the Source
Control Business Inspection session drew 53 attendees. Both trainings had waitlists, reflecting
strong demand for hands-on stormwater education
Training Highlights
Industrial, Construction, &
Municipal Stormwater Permits
TAPE Program
Adopt-a-Drain
Green Stormwater Infrastructure
Training Best Practices
Underground Injection Control Wells
WA Department of Transportation
Prioritization Tools
Current WSC Research Initiatives
Topics Covered
Stormwater Awareness Week
TAPE Long-Term Progress: Post GULD Maintenance Assessment
Every step of the maintenance protocol development was shaped by extensive collaboration and feedback from
stakeholders, ensuring the final product reflects the insights and needs of the stormwater community.
2019 – Increased
maintenance needs
identified
2021 – Selection of
preferred approach
2022 – Draft protocol
outline created
2023 – First draft of the
protocol completed
2024 – Final protocol
integrated and
published by Ecology
Identifying Safer
Alternatives
Understanding
Toxicity Factors
Permeable
Pavement Impacts
Research showed two antiozonant
chemicals as potential 6PPD
replacements that are safer for
coho salmon
Studies suggest that 6PPD-Q
toxicity to coho salmon is altered
by temperature and life stages
Permeable pavement reduced
6PPD-Q by nearly 70% and
retained 96% of tire particles in
experimental systems
C. Lawrence MS Research, PI Dr. J.
McIntyre
G. Foster MS Research, PI Dr. J.
McIntyre
C. Mitchell PhD Research, PI Dr. A.
Jayakaran

Washington Stormwater Center 2024 Annual Report

As we reflect on 2024 and move into 2025, the Washington Stormwater Center (WSC) remains committed to advancing innovative, science-based solutions that protect water quality and support resilient communities across Washington State. Throughout 2024, the WSC expanded its impact across a range of focus areas—from certifying stormwater technologies and supporting permit implementation to strengthening environmental justice efforts and facilitating regional collaboration. Our work has been guided by a commitment to practical, research-driven outcomes and a focus on building capacity for municipal stormwater programs. With each project, training, and partnership, we continue to respond to the evolving environmental and regulatory landscape with clarity, collaboration, and action. This report highlights key accomplishments from the past year while also outlining the initiatives that will shape our work in 2025. As we prepare to implement new permit requirements, support national alignment through programs like STEPP, and deepen integration across public health, land use, and stormwater planning, our focus remains on delivering real-world solutions that serve communities across the state. The strength of the Washington Stormwater Center lies in its people. Our team of researchers, engineers, permit specialists, educators, designers, and communicators brings together diverse expertise to ensure our programs are thoughtful, responsive, and grounded in both science and service. This collaborative, interdisciplinary approach is reflected throughout the pages of this report. Thank you to our partners, stakeholders, and the broader stormwater community for your continued support. Together, we are making lasting progress toward clean water, healthy ecosystems, and sustainable communities—now and for the future

Municon 2025 Book

On behalf of the Washington State Stormwater Center and our partners—the City of Vancouver, the Washington State Department of Ecology, and our dedicated MuniCon Planning Team—I’m excited to welcome you to the sixth Washington Statewide Municipal Stormwater Conference. Whether attending in person at the City of Vancouver Hilton Convention Center or experiencing all the presentations on May 21 virtually via Zoom, MuniCon 2025 offers an enriching experience for stormwater professionals statewide. The conference is packed with workshops and presentations covering the latest in stormwater research, best practices, designs, and technologies. MuniCon is proud to showcase two days of opportunities for you to learn from municipal permittees, consultants, agencies, and organizations across Washington state. Day one features interactive workshops to kick off our conference with five options to choose from, including IDDE/Spill Response, Stormwater Equipment showcase featuring a new Street Sweeper fresh off the assembly line, Education and Outreach survey writing, Overburdened Community Round Table, an opportunity to take a deep dive into the permits with the Department of Ecology, and Facility inspections/GSI. Day two includes five diverse presentation tracks, all designed to offer valuable insights into stormwater management. Attendees will also enjoy numerous networking opportunities, including Stormwater Trivia with ACF West, a fun-filled Waterokie event hosted by the Washington Stormwater Center, the opportunity to become a Stormwater Defender and engage with the PUDLE Outreach Program from CWT, as well as learn more about the Adopt-a-Drain behavior change program, the recently launched MS4 Mentorship Network, and celebrate 10 years of the SAM program. I’d like to extend a heartfelt thanks to all those who helped make this conference possible: the Washington Department of Ecology (funder), City of Vancouver (host), our wonderful sponsors, exhibitors, moderators, volunteers, and the amazing MuniCon Planning Team. Let’s have a great MuniCon 2025!

2019 Sharp Avenue Permeable Pavement article

Summary: City of Spokane permeable pavement article, Infiltration avenue permeable pavements in Spokane, EWA permeable pavement

BMPS
Infiltration Avenue
Permeable pavements show promise in Spokane
Mark Papich, Trey George
In the City of Spokane, WA, along the northern border of the Gonzaga
University campus and just a few blocks from the Spokane River, lies Sharp
Avenue, a minor arterial street located within the City’s separated stormwater
system. The street sits above part of the Spokane Valley-Rathdrum Prairie
(SVRP) Aquifer, the sole source drinking water aquifer for around a million
people in Washington and Idaho. Stormwater runoff within the City ultimately
recharges the SVRP aquifer via various infiltration pathways or discharges
directly to the Spokane River, which is listed as impaired for metals and PCBs
and has a Total Maximum Daily Load (TMDL) limit for dissolved oxygen. In
2014, the City implemented a multipronged approach to improving water quality
in the Spokane River, including the implementation of creative solutions for the
management of runoff to include infiltration. Because there is a drinking water
aquifer underlying much of the City, adequate water quality treatment is crucial
prior to any infiltration approaches used to manage stormwater.
In the last few years, the City of Spokane has focused on an integrated approach
to its infrastructure projects, working to address multiple concerns in a single
project. Sharp Avenues’ pavement had been in very poor shape, and it contrasted
against the manicured lawns and many young pedestrians of the university, and
it was perfect for an overhaul focused on stormwater management that would
provide valuable information on the effectiveness of permeable pavement
treatment of stormwater. Using an integrated approach, the project also
enhanced pedestrian safety through the addition of bump-outs at intersections,
added a center swale to manage stormwater if the permeable pavements were
insufficient, and the area was beautified with the addition of landscaping.
Spokane kicked off the project to evaluate permeable pavements in a semi-arid
environment that has hot summers with long antecedent periods between storm
events, and cold winters that often have multiple freeze-thaw cycles. The project
area is approximately four acres of impervious pavements that constitute a
section of Sharp Avenue, which has an average daily traffic count of up to 7,500
vehicles. The permeable pavements were constructed within the vehicular
traveled way on Sharp Avenue, and consist of several different cross-sections
with varying layouts.
Stormwater quality monitoring is the primary monitoring focus on the permeable
pavements, however, the durability of the various pavement sections is also of
particular interest to the City and will be used to determine viability and estimate
costs of managing the pavements citywide.
Two different layouts tested at Sharp Avenue. Left: porous hot mix asphalt. Right: porous concrete pavement in
the parking lane.
Project Construction
The construction goal was to install different layouts with the pavements to
capture performance information of each material. The City’s design engineers
developed design and cost documents for several layouts of differing pavements
for cross-sections that varied by material, layout widths, and slope direction by
location. The final design was of adjacent areas that were either full street width,
vehicle lane only, and/or bike and parking lanes, each with differing slope
directions and comprised of either porous hot mix asphalt (HMA), pervious
concrete, or standard impervious asphalt.
Underdrains constructed from PVC liners and slotted pipes were installed under
the subbase of pervious concrete and porous asphalt areas in order to capture
infiltrated stormwater and convey it to sample stations. The underdrain system
isolates native soils from the permeable pavements and subbase and allows
monitoring of stormwater that has only interacted with the materials of
construction for the pavements. Permeable pavements and underdrains were
constructed during the 2018 construction season as follows:
Pervious concrete in full lane width (25 feet wide) on the north side of Sharp
Ave from Lidgerwood Street to Astor Street.
Pervious concrete in parking and bike lane (14 feet wide) with 11 feet of run-
on on the south side of Sharp Ave from Lidgerwood Street to Astor Street.
Underdrain installed under the pervious concrete parking and bike lane.
Pervious concrete in full intersection of Sharp Ave at Astor Street.
Porous hot mix asphalt in full lane width (25 feet wide) on both sides of the
median of Sharp Ave from Addison Street to Dakota Street. Underdrain
installed under the south lane from Astor to Addison.
Porous hot mix asphalt in full intersection at Sharp Ave and Standard Street.
Stormwater Monitoring
Stormwater monitoring is being performed to determine the pollutant removal
efficiency of the pavements for typical roadway contaminants prior to infiltration
into native soils that overlie the SVRP Aquifer. Equipment for three sample
stations (one background and two for pavement underdrain effluents) were
installed in manholes and connected via piping to each of the sample sources.
The background station captures untreated runoff from the west end of the
project area, and the pavement underdrain effluent stations capture infiltrated
runoff through pervious concrete and porous asphalt pavement sections.
The stormwater monitoring goal is to collect samples for up to 12 qualifying
storm events each year, where the criteria for a qualifying storm event is a rainfall
volume of at least 0.2 inches, and an antecedent dry period of 0.05 inches of rain
or less in the previous 24 hours. Weather forecasts are monitored, and storms are
chased to collect samples, but given the semi-arid environment in Spokane, and
the long antecedent dry periods during portions of the year, monitoring 12
qualifying events has been a challenge. On several occasions, personnel and
equipment were deployed and samples collected, but the storm failed to meet the
qualifying event criteria so the data could not be used. On one occasion, a storm
event was not predicted and equipment and personnel were not deployed,
although the weather culminated in a qualifying event. Recently, public health
concerns over COVID-19 have kept sampling personnel from assembling for
storm events. Despite the challenges presented, 7 events were sampled in the first
year of monitoring, and samples from each storm event were analyzed for pH and
typical roadway contaminants, including total suspended solids (TSS), oil range
organics (ORO), diesel range organics (DRO), total phosphorus (P), as well as the
total and dissolved metals arsenic, calcium, cadmium, chromium, copper,
magnesium, lead, and zinc.
Stormwater quality trends for pH, P, and TSS trends suggest that the systems
were still stabilizing a little over a year after being constructed, but appear to
have settled down more recently. The pH trend shows that pH was elevated in
the pervious concrete effluent relative to effluent from the porous asphalt, which
is attributable to the chemical nature of curing concrete. An early spike in TSS
was observed in the pervious concrete effluent and is likely an artifact of
construction being flushed from the system. Metals data and pollutant removal
efficiency trends not presented in the above figure show similar trend behaviors.
During the first year of monitoring, testing suggests the systems were stabilizing before settling down.
The pavement systems will continue to be monitored for water quality for an
additional four years to provide a more robust data set over time, and stormwater
quality trends and pollutant removal efficiencies will be more thoroughly
addressed.
Infiltration Tests
Infiltration rate tests were performed over time at 15 locations on both pervious
concrete and porous asphalt. The infiltration rates for the porous asphalt ranged
from 52 to 691 inches per hour initially, and the rates for pervious concrete
initially ranged from 19 to 1762, each showing significant heterogeneity. Year one
data indicates that the porous asphalt infiltration rate is consistently similar over
time, whereas the pervious concrete appears to show signs of diminishing
infiltration rates with some locations near-zero infiltration. It is unclear if the
lower infiltration rates are an artifact of plugging or deterioration of the pervious
concrete. The City currently performs street sweeping with a Tymco 500x
regenerative air system vacuum sweeper twice a year to clean the surface of the
pavements, but a more rigorous cleaning method that uses a maintenance vehicle
specific to permeable pavements may be required to address the diminishing
rates of infiltration.
Durability
The Pavement Condition Index (PCI) is a score from 0-100, where 100 would be
a road surface in perfect condition with no wear. The City’s Streets Department
has applied a PCI score to Sharp Avenue annually to track the durability. As of
Fall 2020, the porous asphalt sections have a PCI score of 82 while the remainder
of the sections, including the pervious concrete, have a PCI score of 98 or better.
The wear that has affected the PCI score occurred within the first year, and there
was no change in the scores between the last two surveys. Since the wear was not
significant and the scores remained the same from the last survey, the City is not
overly concerned with the PCI score. PCI surveys will continue indefinitely on
Sharp Avenue as it is integrated into the citywide PCI scoring program.
Learnings to Share
There were several lessons learned during the construction phase of this project.
First and foremost, selecting an appropriate location is critical. It was determined
early that the native soils in this area of the City were favorable for infiltration
and treatment, which is clearly critical for the final disposal of stormwater. In
addition, having a single property owner/stakeholder (i.e. Gonzaga University)
with multiple entrance/exit points and few dry utility connections simplified
construction immensely. Specifically, the ability to keep vehicles and equipment
off of the permeable pavements during construction and to minimize the in and
out traffic as much as possible were paramount to a successful install on
schedule.
Since completion of construction, City teams have worked to evaluate the
effectiveness of the permeable pavements on Sharp Avenue and use its lessons to
plan future green infrastructure projects. The end goal is to minimize stormwater
discharges to the river and provide long-term value to the community. The
positive status of the project to date is due to City staff communicating effectively
Infiltration rates for the porous asphalt and pervious concrete over the first year.
Source URL: https://www.stormwater.com/bmps/article/21203016/infiltration-avenueprint
across departments, and being committed to delivering a high-quality product.
For example, the designers identified construction materials and methods that
would ensure the project was constructible, that the pavement layout capitalized
on the best use of permeable materials, and identified the best locations for
sampling stations. The Street’s Department has adopted a non-standard
maintenance approach for leaf removal to avoid clogging the pavements and use
a rubber-bit snowplow to prevent damaging them. The sewer maintenance crew
and inspectors have stepped out of their comfort zone to learn new skill sets to
collect data and perform inspections. The wastewater management sampling
team designed and installed the sample collection train, and have added Sharp
Avenue to their routine list of sites to prepare for when eagerly chasing storms. It
takes a village.
The City of Spokane will continue to monitor the permeable pavements for an
additional four years and will report the observations to the Washington State
Department of Ecology in an Effectiveness Study report. Data is also available to
the public on Ecology’s Environmental Information Management System website
at www.apps.ecology.wa.gov/eim/search/default.aspx.
Mark Papich, PE, is a senior engineer in the City of Spokane’s Integrated
Capital Management Department and is responsible for capital project scoping,
funding, and programming the City’s utility projects. Papich has designed and
programmed water, sewer, and stormwater capital projects, following projects
from inception to completion of construction. James "Trey" Geroge III is an
environmental analyst for the City of Spokane where he is responsible for
ensuring that the City meets the conditions of its’ Phase II Municipal
Stormwater Permit by engaging with interdepartmental city personnel,
coordinating with other regional permittees, and interacting with local
agencies and regulators.

2023 Garland Avenue Biochar Amended Storm Garden Pollutant Removal Summary

Summary: Biochar amended storm garden efficacy study, pollution removal in a storm garden amended with biochar, efficacy of biochar amendment in storm garden, cross section of biochar swale, pollution removal rates

Garland Avenue Biochar Amended Storm
Garden Pollutant Removal Efficacy
Effectiveness Study
Interstitial Data Summary Report
September 2023
Prepared By:
City of Spokane
Wastewater Management Department
Garland Avenue Biochar Amended Storm Garden Effectiveness Study
page 1 of 6
Introduction
The urban environment is a source of pollutants that stormwater runoff picks up and ultimately carries
with it along its flow path to a receiving water body. Typical pollutants from an urban environment
include phosphate and nitrate (nutrients), copper and zinc (heavy metals), pesticides and cleaners (toxic
chemicals), car fluids (oils and fuels), and sediment (total suspended solids) that are generated by routine
human activities. Without appropriate stormwater management, the pollutants can be transported into
the Spokane River and the Spokane Valley-Rathdrum Prairie (SVRP) Aquifer via stormwater runoff. The
Spokane River is listed on the U.S. Environmental Protection Agency’s (EPA’s) 303d list of impaired water
bodies for heavy metals and nutrient impacts, and the SVRP Aquifer is the major drinking water source
for the region.
Low impact development (LID) methods include the construction of structural best management
practices (i.e. bioretention/bioinfiltration facilities) capture and treat stormwater runoff. Bioretention
and bioinfiltration facilities (stormwater treatment facilities) are typically comprised plants and
engineered soil mixtures that are designed to remove typical urban pollutants from stormwater prior to
infiltration or discharge through an outfall. Regional LID guidance and Washington Department of
Ecology (Ecology) stormwater manuals prescribe a standard soil mixture of sandy soils and compost for
stormwater facility soils for structural best management practices (BMPs). However, recent research
has suggested that phosphorus, nitrogen, and copper can leach from the compost component of
bioretention soil mixes.
Biochar is a form of charcoal that is the lightweight black residue of carbon and ashes that remains after
the pyrolysis of a biomass. It is a carbon-rich material produced from thermal decomposition of biomass
at elevated temperatures with little or no oxygen. Biochar biomass originates from a multitude of
different feed stocks, such as wood or grass, and its’ high surface area and porosity are desirable
characteristics for capturing pollutants, similar to activated carbon.
Stormwater treatment facilities (storm gardens) with the inclusion of biochar in the engineered soil were
constructed on W. Garland Avenue in the City of Spokane in 2014. Monitoring of the stormwater at the
storm gardens began in 2015 in order to study the stormwater treatment potential for urban stormwater
pollutants by the biochar soil mix. To determine the treatment potential of the biochar amended soil
mix, stormwater is sampled before, and after, it interacts with the engineered soil, and the results are
compared in order determine the extent to which pollutants are captured by the soil media.
The Eastern Washington Phase II Municipal Stormwater permit issued by Ecology is the regulatory
document that dictates the stormwater management requirements in the City of Spokane. In order to
satisfy the conditions of Section S8.A of the 2014 issuance of the permit, the Garland Avenue storm
garden site was selected to be an effectiveness study. The Garland Avenue Biochar Amended Storm
Garden Pollutant Removal Efficacy effectiveness study Quality Assurance Project Plan (QAPP) was
approved by Ecology in March 2019, and stormwater monitoring commenced with the May 2019
sampling event accordingly. Stormwater monitoring for the Garland Avenue Storm Garden effectiveness
study will be performed through the spring of 2024.
Garland Avenue Biochar Amended Storm Garden Effectiveness Study
page 2 of 6
Project Description
The Garland Avenue Storm Garden effectiveness study site is comprised of a storm garden installed in
the public right of way planting strip (area between the curb line and the sidewalk) on W. Garland Avenue
near the intersection of N. Belt Street. The storm garden is being monitored to determine the treatment
potential of a biochar amended bioretention soil mix for typical urban stormwater runoff pollutants (i.e.
sediment, nutrients, heavy metals, diesel range organics, and oil range organics). The location of the
study area is shown in Figure 1.
Storm water is conveyed overland via roadway to the storm garden, where samples are collected of the
influent prior to infiltrating the storm garden, and of the effluent after it has percolated through the
engineered soil. Laboratory analysis of the influent and effluent samples are used to determine the
treatment efficiency for each pollutant, as well as to monitor trends of the pollutants over time. Figure
2 displays the location of the storm garden and sampler locations.
Figure 1. Location map of Garland Avenue Storm
Figure 2. Storm garden and sampler location map.
Garland Avenue Biochar Amended Storm Garden Effectiveness Study
page 3 of 6
The Garland Avenue storm garden was designed utilizing LID principles and constructed with the
inclusion of a wood-based biochar as a component of the engineered bioretention soil mix. The
amended engineered soil mix was emplaced over a drain rock underdrain. The underdrain consists of a
perforated collection pipe installed the drain rock overlying an impermeable geosynthetic liner. Drought
tolerant plant species were planted in the storm garden soils, and bark mulch was used to dress the
surface.
Two Vortox liquid samplers were installed at the ground surface in upstream flow path of the storm
garden, and in the subsurface downstream of bioretention soil mix layer. Stormwater influent is
collected in the shallow sampler prior to interacting with the amended engineered soil, and stormwater
effluent that has percolated through the storm garden collects on the lined underdrain, where it is
conveyed to a effluent sampler. Figures 3 and 4 provide cross sectional views of the storm garden and
sampler installations.
Additional details and discussion on the of the storm garden construction and stormwater sampling
equipment are provided in the Garland Avenue effectiveness study QAPP.
Sample Events
Weather forecasts are monitored daily to identify when a qualifying storm event is likely to occur. The
Garland Avenue effectiveness study QAPP defines the qualifying storm event as consisting of a minimum
of 0.02 inches of precipitation, with less than 0.05 or 0.025 inches occurring during the preceding
antecedent dry period in the wet or dry seasons, respectively. Upon prediction of a qualifying storm
event, clean influent and effluent liquid samplers set to collect the first flush runoff are deployed at their
respective site locations. Following the storm event, the samplers are retrieved and transported to the
Riverside Park Wastewater Reclamation Facility (RPWRF), where the collected influent and effluent are
transferred to appropriate sample containers and shipped to an Ecology approved contract laboratory
under chain of custody. Analysis is performed to determine the influent and effluent concentrations of
total suspended solids, nutrients (NO2, NO3, PO4), total and dissolved heavy metals (As, Ca, Cd, Cu, Mg,
Pb, and Zn), diesel range organics, and oil range organics. Additional details and discussion on the
Figure 3. Storm garden cross section.
Figure 4. Storm garden effluent cross section.
Garland Avenue Biochar Amended Storm Garden Effectiveness Study
page 4 of 6
sample criteria and process are provided in the Garland Avenue effectiveness study QAPP. Table 1
provides the dates that samples were collected for analysis during qualifying storm events.
2019
2020
2021
2022
2023
May 15
January 22
January 11
March 14
May 4
August 9
May 30
June 15
April 25
June 8
September 27
June 12
August 21
August 29
October 19
October 10
September 18
December 7
November 5
September 27
December 19
October 22
Table 1. Date of qualifying storm events when samples were collected for analysis.
Data Analysis
The influent and effluent pollutant concentrations are used to calculate the pollutant removal efficiency
of the bioretention soil amended with biochar for the monitored pollutants. Table 2 contains the list of
typical urban stormwater pollutants monitored for this study. Table A-1 and Table A-2 in Appendix A
contain the analytical data for the influent and effluent pollutants monitored during the qualifying storm
events that were sampled.
Pollutant
Pollutant Form
Sediment
Total suspended solids
Nutrients
Phosphorus as P
Inorganic Nitrogen (NO2 + NO3)
Hydrocarbons
Diesel range organics
Oil range organics
Total & Dissolved
Metals
Arsenic
Calcium
Cadmium
Chromium
Copper
Magnesium
Lead
Zinc
Hardness as CaCO3
Table 2. Typical urban stormwater pollutants monitored in this study.
Garland Avenue Biochar Amended Storm Garden Effectiveness Study
page 5 of 6
The pollutant removal efficiency for each pollutant (the percent of pollutant retained by the soi) is
calculated as percent removal from the in flowing stormwater using the following equation:
Pollutant Removal Efficiency (%) = [Pollutant]nf – [Pollutant]Eff
[Pollutant]Inf
× 100
Where,
[Pollutant]Inf = Influent pollutant concentration, and
[Pollutant]Eff = Effluent pollutant concentration.
Percent removals are calculated from the pollutant influent and effluent concentrations for the
pollutants listed in Table 2 in order to obtain pollutant specific treatment efficacies for the biochar
amended soil. Table A-3 in Appendix A contains the percent removal efficiencies for the pollutants
monitored during the qualifying storm events that were sampled. Pollutant removal trend analyses for
each monitored pollutant are provided in Appendix B. Percent removals per each qualifying storm event
sampled for the monitored pollutants are provided in Appendix C.
Results
Review of the analyses show mixed pollutant retention results that appear to depend on the pollutant
and perhaps season. The results seem to vary significantly per event. Between 54 and 73 percent of the
events for the concentrations of total metals showed a net decrease (removal), with the exception of
total calcium. Of the array of dissolved metals, only zinc had a value that was more than half of the
events sampled showing a net decrease in concentration. Dissolved zinc, total suspended solids, and oil
range organics demonstrated that greater than 75% of the sample events had a net decrease in pollutant
concentrations.
Garland Avenue Biochar Amended Storm Garden Effectiveness Study
page 6 of 6
Figure 5. Percent of Events with Net Removal of Pollutant
Path Forward
This study will continue until the spring of 2025, and final determinations will be made on the
performance of the Garland Avenue Storm Gardens with biochar amended soil.
Percent (%)
Total
Dissolved
Appendix A
A-7
Appendix A – Influent and Effluent Data Tables
Appendix A
A-1
Table A-1. Table of 2019 – 2023 Influent Pollutant Concentrations
(std)
Total Metals
Dissolved Metals
TSS
(mg/L)
DRO
(mg/L)
(std)
(mg/L)
Hardness
(mg/L CaCO3)
(mg/L)
Hardness
(mg/L…

2020 QAPP for BMP Inspection and Maintenance Responsibilities Yakima County

Summary: QAPP for effectiveness study, eastern washington BMP Inspection and Maintenance Responsibilities for Privately owned Facilities, Yakima County, stormwater facilities on private properties, strategies for inspection and maintenance, survey of practices,

Eastern Washington
Stormwater Effectiveness Studies
Quality Assurance Project Plan:
BMP Inspection and Maintenance Responsibilities for
Privately Owned Facilities
Study Classification:
ï‚£ Structural BMP
 Operational BMP
 Education & Outreach
Study Objective(s):
ï‚£ Evaluate Effectiveness
 Compare Effectiveness
December 2020
Prepared For:
Yakima County Public Services
128 N. 2nd St. 4th Floor Courthouse
Yakima, WA 98901
(509)720-5018
Prepared By:
Osborn Consulting, Inc.
429 West 1st Avenue
Spokane, WA 99201
(509) 867-3654
BMP Inspection and Maintenance Responsibilities
Page | i
Quality Assurance Project Plan Publication Information
This Quality Assurance Project Plan (QAPP) will be available to the public on the Yakima
County Public Service webpage: http://www.yakimacounty.us/1732/Stormwater-Management
For questions regarding the Proposal, please contact David Haws by email
[email protected] or phone (509) 574-2277.
Proposal Author and Contact Information
Donald D. Carpenter
Drummond Carpenter, PLLC
Principal
9085 Montezuma
Kalamazoo, MI 49009
[email protected]
248.763.4099
Proposal Peer Review and Contact Information
Aimee S. Navickis-Brasch
HDR, Inc.
Senior Stormwater Engineer
1401 E. Trent Ave., Suite 101
Spokane, WA 99202
(509)343-8515
QAPP Author and Contact Information
Aimee S. Navickis-Brasch, PhD, PE
Osborn Consulting, Inc.
Senior Project Manager & Stormwater Engineer
429 W 1st Ave
Spokane, WA 99201
[email protected]
509-867-3654 Ext. 301
Taylor Hoffman-Ballard, PE
Osborn Consulting, Inc.
Project Engineer
429 W 1st Ave
Spokane, WA 99201
[email protected]
509-867-3654 Ext. 302
BMP Inspection and Maintenance Responsibilities
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Document History
Due to the nature of this study, this document was developed using a combination of the Eastern
Washington (EWA) Detailed Study Design Proposal and Quality Assurance Project Plan
Templates for Operational Best Management Practices (BMPs) and Education and Outreach
BMPs. A copy of the template is located at wastormwatercenter.org/ew-effectiveness-studies/.
The Detailed Study Design Proposal (Proposal) was submitted to the Washington State
Department of Ecology (Ecology) on June 30, 2017. Ecology approved the Proposal via email to
Yakima County on November 9th, 2017. Appendix A contains a copy of the email along with
Ecology’s comments on the Proposal.
Yakima County submitted a draft Quality Assurance Project Plan (QAPP) to Ecology on May 8,
2018. Ecology responded with comments on June 27, 2018, which include revisions that are
necessary for approval of the QAPP. Appendix B contains a summary of Osborn Consulting, Inc.
(OCI) responses to Ecology’s comments including how the comments are incorporated into the
QAPP. The QAPP was reviewed by members of the Technical Advisory Group (TAG) in
November 2019. Appendix C contains a summary of the TAG’s comments along with the
responses to those comments, including how the comments were addressed in this document.
The second draft of the QAPP was submitted to Ecology in December of 2019. The QAPP was
then updated in December 2020.
BMP Inspection and Maintenance Responsibilities
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Distribution List
This section includes the distribution list for each party who will receive an Ecology-approved
copy of the Proposal.
Name, Title
Organization
Contact Information:
Email, Telephone
Jack Wells,
Natural Resources Specialist
Yakima County
[email protected]
509.574.2350
Tyler Johnson,
Engineering Technician III
City of Pasco
[email protected]
509.543.5793
Chad Phillips,
Stormwater Engineer
City of Spokane Valley
[email protected]
509.720.5013
Chuck Geissel,
Public Works Technician III
Walla Walla County
[email protected]
509.524.2729
Randy Meloy, PE
Surface Water Engineer
City of Yakima
[email protected]
509.576.6606
Erin Barnett
Code Enforcement Officer
City of Selah
[email protected]
509.698.7331
Raul Sanchez
Wastewater & Storm Supervisor
City of Sunnyside
[email protected]
509.836.6566
David Dominguez
Civil Engineer
City of Union Gap
[email protected]
509.249.9211
Andrea Jedel
Municipal Stormwater Permit
Manager
Department of Ecology
[email protected]
509.575.2807
Brandi Lubliner
Water Quality Project Manager
Department of Ecology
[email protected]
360.407.7140
Doug Howie,
Water Quality Project Manager
Department of Ecology
[email protected]
360.407.6444
Aimee Navickis-Brasch, PhD, PE
Engineering Manager
Osborn Consulting, Inc.
[email protected]
509.867.3654 Ext. 301
Taylor Hoffman-Ballard, PE
Stormwater Engineer
Osborn Consulting, Inc.
[email protected]
509.867.3654 Ext. 302
BMP Inspection and Maintenance Responsibilities
Page | v
1.0
Table of Contents
SIGNATURE PAGE …………………………………………………………………………………………………………………………….. III
DISTRIBUTION LIST …………………………………………………………………………………………………………………………… IV
1.0
TABLE OF CONTENTS ……………………………………………………………………………………………………………… V
2.0
EXECUTIVE SUMMARY …………………………………………………………………………………………………………….. 7
3.0
BACKGROUND ……………………………………………………………………………………………………………………….. 8
3.1
INTRODUCTION TO THE OPERATION & MAINTENANCE PROGRAM …………………………………………………. 8
3.2
PROBLEM DESCRIPTION ……………………………………………………………………………………………………………. 9
3.3
RESULTS OF PRIOR STUDIES …………………………………………………………………………………………………….. 10
3.1.1
Education or Communication Between Parties ……………………………………………………………………. 10
3.1.2
Incentives Proposed to The Private Property Owner or Developer ………………………………………….. 10
3.1.3
Differences in O&M Programs Between Jurisdictions ………………………………………………………….. 11
3.4
REGULATORY REQUIREMENTS …………………………………………………………………………………………………. 11
4.0
PROJECT OVERVIEW ……………………………………………………………………………………………………………… 12
4.1
STUDY GOAL ………………………………………………………………………………………………………………………… 12
4.2
STUDY DESCRIPTION AND OBJECTIVES ……………………………………………………………………………………… 12
4.3
STUDY LOCATION AND/OR TARGET POPULATION ……………………………………………………………………… 13
4.4
DATA NEEDED TO MEET OBJECTIVES ……………………………………………………………………………………….. 13
4.5
TASKS REQUIRED TO CONDUCT STUDY …………………………………………………………………………………….. 13
4.6
POTENTIAL CONSTRAINTS………………………………………………………………………………………………………. 14
5.0
ORGANIZATION AND SCHEDULE ……………………………………………………………………………………………… 16
5.1
KEY PROJECT TEAM MEMBERS: ROLES AND RESPONSIBILITIES ……………………………………………………… 16
5.2
PROJECT SCHEDULE ………………………………………………………………………………………………………………. 18
5.3
BUDGET AND FUNDING SOURCES …………………………………………………………………………………………….. 19
6.0
QUALITY OBJECTIVES …………………………………………………………………………………………………………….. 20
7.0
EXPERIMENTAL DESIGN ………………………………………………………………………………………………………… 24
7.1
STUDY DESIGN ……………………………………………………………………………………………………………………… 24
7.2
PROCESS FOR SELECTING THE TEST-SITE AND TARGET POPULATION …………………………………………….. 26
7.3
OPERATIONAL BMP FUNCTION ………………………………………………………………………………………………. 27
7.4
TYPE OF DATA TO BE COLLECTED ……………………………………………………………………………………………. 27
8.0
INSTRUMENT DESIGN AND DEVELOPMENT ……………………………………………………………………………… 29
8.1
INSTRUMENT DESIGN …………………………………………………………………………………………………………….. 29
8.1.1 Survey ……………………………………………………………………………………………………………………………… 29
8.1.2 Interviews ………………………………………………………………………………………………………………………… 32
8.2
PROCEDURES FOR COLLECTING DATA ……………………………………………………………………………………… 34
8.2.1 Survey Distribution and Follow-Up………………………………………………………………………………………. 34
8.2.2 Interview Administration ……………………………………………………………………………………………………. 35
8.3
INSTRUMENT VALIDATION ……………………………………………………………………………………………………… 37
9.0
QUALITY CONTROL ………………………………………………………………………………………………………………… 38
9.1
STUDY QC PROCEDURES ………………………………………………………………………………………………………… 38
9.2
CORRECTIVE ACTION …………………………………………………………………………………………………………….. 38
10.0
DATA MANAGEMENT PLAN PROCEDURES ………………………………………………………………………………… 39
BMP Inspection and Maintenance Responsibilities
Page | vi
10.1 DATA IDENTIFICATION…………………………………………………………………………………………………………… 39
10.2 DATA RECORDING & REPORTING REQUIREMENTS ……………………………………………………………………… 39
10.3 PROCEDURES FOR MISSING DATA ……………………………………………………………………………………………. 40
10.4 ACCEPTANCE CRITERIA FOR EXISTING DATA …………………………………………………………………………….. 40
10.5 REVISIONS TO THE QAPP ………………………………………………………………………………………………………… 40
11.0
AUDITS ………………………………………………………………………………………………………………………………… 41
12.0
DATA VERIFICATION AND USABILITY ASSESSMENT ……………………………………………………………………. 42
12.1 DATA VERIFICATION ……………………………………………………………………………………………………………… 42
12.2 DATA USABILITY ASSESSMENT ………………………………………………………………………………………………… 43
13.0
DATA ANALYSIS METHODS …………………………………………………………………………………………………….. 44
13.1 HYPOTHESIS TESTING …………………………………………………………………………………………………………….. 44
13.2 QUANTITATIVE DATA ANALYSIS METHODS ………………………………………………………………………………. 44
13.2.1 Multiple-Choice and Rating Questions ………………………………………………………………………………… 44
13.2.2 Open-Ended Questions – Part of Multiple-Choice Question …………………………………………………….. 44
13.2.3 Combined Multiple-Choice and Open-Ended Questions ………………………………………………………….. 44
13.3 QUALITATIVE DATA ANALYSIS METHODS ………………………………………………………………………………… 45
13.3.1 Open-Ended Questions ……………………………………………………………………………………………………… 45
13.3.2 Permit Requirements and Overview of Jurisdictions Strategy …………………………………………………… 46
13.4 INTERVIEW QUESTION ANALYSIS METHODS ……………………………………………………………………………… 46
13.5 EFFECTIVENESS DETERMINATION …………………………………………………………………………………………….. 47
13.5.1 Survey Effectiveness Assessment ………………………………………………………………………………………… 47
13.5.2 Interview Effectiveness Evaluation ………………………………………………………………………………………. 47
13.5 DATA PRESENTATION METHODS …………………………………………………………………………………………….. 48
14.0
REPORTING ………………………………………………………………………………………………………………………….. 52
14.1 FINAL REPORTING …………………………………………………………………………………………………………………. 52
14.2 DISSEMINATION OF PROJECT DOCUMENTS ………………………………………………………………………………… 52
15.0
REFERENCES ……………………………………………………………………………………………………………………….. 53
16.0
APPENDICES ………………………………………………………………………………………………………………………… 56
APPENDIX A. PROPOSAL: ECOLOGY APPROVAL LETTER AND COMMENTS ……………………………………………… 57
APPENDIX B. QAPP: ECOLOGY RESPONSE TO SUBMITTALS…

2021 Technical Evaluation Report BMP Inspection and Maintenance (Yakima County)

Summary: Eastern Washington Stormwater effectiveness studies, Technical Evaluation Report, BMP inspection and maintenance reponsibilities for privately owned facilities, Yakima County, BMP operation and maintenance for private BMPs, homeowner awareness of stormwater BMPs, efficacy of education and outreach…

Eastern Washington
Stormwater Effectiveness Studies
Technical Evaluation Report (TER)
BMP Inspection and Maintenance Responsibilities for
Privately Owned Facilities
Study Classification:
ï‚£ Structural BMP
 Operational BMP
 Education & Outreach
Study Objective(s):
ï‚£ Evaluate Effectiveness
 Compare Effectiveness
October 2021
Prepared For:
Yakima County Public Services
128 N. 2nd St. 4th Floor Courthouse
Yakima, WA 98901
(509)720-5018
Prepared By:
Osborn Consulting, Inc.
101 South Stevens Street
Spokane, WA 99201
(509) 867-3654
BMP Inspection and Maintenance Responsibilities
Page | i
QAPP and TER Publication Information
The Quality Assurance Project Plan (QAPP) and Technical Evaluation Report (TER) will be
available to the public on the Yakima County Public Service webpage:
http://www.yakimacounty.us/1732/Stormwater-Management.
For questions regarding the project, please contact David Haws by email
[email protected] or phone (509) 574-2277.
TER Authors and Contact Information
Aimee S. Navickis-Brasch, PhD, PE
Osborn Consulting, Inc.
Senior Project Manager & Stormwater Engineer
101 South Stevens Street
Spokane, WA 99201
[email protected]
509-867-3654 Ext. 301
Taylor Hoffman-Ballard, PE
Osborn Consulting, Inc.
Project Engineer
101 South Stevens Street
Spokane, WA 99201
[email protected]
509-867-3654 Ext. 302
Kevin Flanagan, EIT
Osborn Consulting, Inc.
Project Engineer
101 South Stevens Street
Spokane, WA 99201
509-867-3654 Ext. 307
Kali Ledeboer
Osborn Consulting, Inc.
Engineering Intern
101 South Stevens Street
Spokane, WA 99201
Francisco Jimenez
Osborn Consulting, Inc.
Engineering Intern
101 South Stevens Street
Spokane, WA 99201
BMP Inspection and Maintenance Responsibilities
Page | ii
Document History
This study was conducted following the QAPP which can be accessed at the link on the previous
page. The study started in December 2020 and the last data was collected in July 2021. The
findings of the study were presented and submitted to the Technical Advisory Group (TAG) in
August 2021 for review and comment. No comments were received at the time of this document.
The final TER was submitted to Ecology in October 2021.
BMP Inspection and Maintenance Responsibilities
Page | iii
Distribution List
This section includes the distribution list for each party who will receive an Ecology-approved
copy of the Proposal.
Name, Title
Organization
Contact Information:
Email, Telephone
Jack Wells,
Natural Resources Specialist
Yakima County
[email protected]
509.574.2350
Brittany Whitfield,
Senior Engineer
City of Pasco
[email protected]
509.544.3080 Ext. 6418
Chuck Geissel,
Public Works Technician III
Walla Walla County
[email protected]
509.524.2729
Randy Meloy, PE
Surface Water Engineer
City of Yakima
[email protected]
509.576.6606
Erin Barnett
Code Enforcement Officer
City of Selah
[email protected]
509.698.7331
Raul Sanchez
Wastewater & Storm Supervisor
City of Sunnyside
[email protected]
509.836.6566
David Dominguez
Civil Engineer
City of Union Gap
[email protected]
509.249.9211
Andrea Jedel
Municipal Stormwater Permit
Manager
Department of Ecology
[email protected]
509.575.2807
Brandi Lubliner
Water Quality Project Manager
Department of Ecology
[email protected]
360.407.7140
Doug Howie,
Water Quality Project Manager
Department of Ecology
[email protected]
360.407.6444
Aimee Navickis-Brasch, PhD, PE
Engineering Manager
Osborn Consulting, Inc.
[email protected]
509.867.3654 Ext. 301
Taylor Hoffman-Ballard, PE
Stormwater Engineer
Osborn Consulting, Inc.
[email protected]
509.867.3654 Ext. 302
Kevin Flanagan, EIT
Project Engineer
Osborn Consulting, Inc.
[email protected]
509.867.3654 Ext. 307
BMP Inspection and Maintenance Responsibilities
Page | iv
1.0
Table of Contents
QAPP AND TER PUBLICATION INFORMATION ……………………………………………………………………………… I
TER AUTHORS AND CONTACT INFORMATION …………………………………………………………………………….. I
DOCUMENT HISTORY ………………………………………………………………………………………………………………………..II
SIGNATURE PAGE …………………………………………………………………………………………………………………………………… III
DISTRIBUTION LIST …………………………………………………………………………………………………………………………………. III
1.0
TABLE OF CONTENTS …………………………………………………………………………………………………………………. IV
2.0
EXECUTIVE SUMMARY …………………………………………………………………………………………………………………… 1
3.0
BACKGROUND ……………………………………………………………………………………………………………………………… 3
3.1
INTRODUCTION TO THE OPERATION & MAINTENANCE PROGRAM ……………………………………………………. 3
3.2
PROBLEM DESCRIPTION …………………………………………………………………………………………………………………. 4
3.3
PROJECT GOALS AND OBJECTIVES …………………………………………………………………………………………………… 4
3.4
PROJECT OVERVIEW ………………………………………………………………………………………………………………………. 5
3.5
TARGET POPULATION ……………………………………………………………………………………………………………………. 7
4.0
DATA COLLECTION PROCEDURES ………………………………………………………………………………………………….. 8
4.1
TYPES OF DATA COLLECTED ………………………………………………………………………………………………………….. 8
4.2
SAMPLE COLLECTION PROCESS ………………………………………………………………………………………………………. 8
5.0
DATA QUALITY ASSESSMENT ……………………………………………………………………………………………………….. 10
5.1
DATA VERIFICATION …………………………………………………………………………………………………………………… 10
5.2
DATA USABILITY ASSESSMENT ……………………………………………………………………………………………………… 10
6.0
RESULTS & DISCUSSION …………………………………………………………………………………………………………….. 12
6.1
OBJECTIVE #1: IDENTIFY STRATEGIES MORE COMMONLY IMPLEMENTED AND MORE EFFECTIVE …………… 12
6.2
OBJECTIVE #2: IDENTIFY WHICH ELEMENTS OF STRATEGIES ARE MORE EFFECTIVE ……………………………… 14
6.3
OBJECTIVE #3: DEVELOP RECOMMENDATIONS BASED ON STUDY RESULTS ………………………………………… 20
7.0
CONCLUSIONS AND FUTURE ACTION RECOMMENDATIONS …………………………………………………………… 22
8.0
REFERENCES ……………………………………………………………………………………………………………………………… 24
9.0
APPENDICES ………………………………………………………………………………………………………………………………. 26
APPENDIX A. PARTICIPANT SUMMARY ………………………………………………………………………………………………….. 27
APPENDIX B. SURVEY DATA SUMMARY …………………………………………………………………………………………………. 30
APPENDIX C. INTERVIEW DATA SUMMARY ……………………………………………………………………………………………. 76
APPENDIX D. DATA QUALITY……………………………………………………………………………………………………………….. 83
APPENDIX E. SUMMARY OF QAPP REVISIONS ………………………………………………………………………………………… 92
APPENDIX F. FACT SHEET FOR RECOMMENDED MANUAL ……………………………………………………………………….. 94
BMP Inspection and Maintenance Responsibilities
Page | 1
2.0
Executive Summary
Under the National Pollutant Discharge Elimination System (NPDES) and State Waste
Discharge General Permit for discharges from Municipal Separate Storm Sewer Systems
(MS4s), municipalities and other jurisdictions designated by Washington State Department of
Ecology (Ecology) in Eastern Washington (EWA) that manage discharges from their MS4s are
regulated by the EWA Phase II Municipal Stormwater Permit program. One of the ways that
Permittees are required to manage stormwater is to limit the amount of pollutants that discharge
from the MS4s by implementing operational and structural Best Management Practices (BMPs)
for publicly owned and privately-owned drainage systems. Over time, the effectiveness of
structural BMPs can become compromised unless the BMP is properly maintained. Permittees
are required to ensure maintenance is performed as required by the NPDES permit so that
structural BMPs operate and provide the intended runoff treatment and flow control functions.
Difficulties can arise for Permittees when they try to identify and correct operational and
maintenance problems with structural BMPs on private property. While this problem is clearly
documented in related literature, few studies were located that describe strategies related to
inspection, maintenance, and enforcement of structural BMPs on private property. Of the studies
located, none reported on the effectiveness of those strategies.
The goal of the study was to identify and evaluate commonly used inspection, maintenance, and
enforcement strategies of privately owned stormwater BMPs. The strategies identified focused
on who inspects and/or maintains privately owned BMPs: the permittee, BMP owner, a 3rd
party, or different combinations of these groups. These strategies were evaluated based on survey
and interview responses from 26 Permittees in Washington, Oregon, Idaho, and Montana. All 26
permittees responded to an online survey and interviews were conducted with 9 of the permittees
to gain clarification and additional insight on their responses.
Responses from the permittees were analyzed to meet the specific study objectives. The analysis
included coding responses into common themes for open ended questions and basic statistics was
used to analyze responses from multiple choice questions. The effectiveness of a given strategy
was evaluated based on the self-reported effectiveness of the jurisdictions program and by
comparing elements of the strategy to elements identified through a literature search that appear
to support a successful program. A summary of the results, organized by objective are as
follows:
Study Objective #1: Identify strategies more commonly implemented and more effective.
A total of ten strategies were identified for inspection and maintenance of BMPs on private
property. The most commonly implemented strategy was to assign inspection responsibilities to
the Jurisdiction and to assign maintenance responsibilities to the property owner (referred to as
strategy A-B in this document). A determination of which strategy was more effective could not
be determined because of insufficient data to compare: strategy A-B was selected by twelve
participants however only one to three participating jurisdictions selected the other nine
strategies identified.
BMP Inspection and Maintenance Responsibilities
Page | 2
Study Objective #2: Identify which elements of strategies are more effective.
Elements are the components that make up a jurisdictions program for O&M on private property.
Jurisdictions that self-reported their program as effective had more elements that align with what
is reported in the literature as elements that make up a successful program compared to
jurisdictions that self-reported their program as somewhat effective or not effective. However
self-reported effective programs have less than half the elements found in the literature. Aside
from a few elements, no elements were found to be used by all strategies all the time, and none
of the benefits of strategies reported by jurisdictions aligned with the elements obtained in the
literature. Moreover, data collected during the survey and interviews indicated that the
jurisdictions had a diverse array of priorities and issues related to inspection, maintenance, and
enforcement of BMPs on private property. This suggests that the importance of elements
identified by the literature vary highly for individual jurisdictions.
Study Objective #3: Develop recommendations based on study results.
The findings related to Objective #1 and #2 indicated that the programs and priorities of each
participant vary and are unique to that jurisdiction. Providing a resource with options would
allow jurisdictions to select solutions that meet their unique priorities. As a result, the future
action recommendations for this study include the development of a guidance manual. The
manual would include a variety of methods to develop and/or improve a jurisdiction’s inspection,
maintenance, and enforcement programs for BMPs on private property. Jurisdictions statewide
could use the manual and select the methods that best fit their strategy and priorities. Moreover,
the manual would include case studies, examples, and templates that jurisdictions could apply to
their own programs.
BMP Inspection and Maintenance Responsibilities
Page | 3
3.0
Background
3.1
Introduction to the Operation & Maintenance Program
The focus of this study was to evaluate procedures developed by other jurisdictions to meet
inspection, maintenance, and enforcement (O&M) permit requirements for structural best
management practices (BMPs) on privately-owned property. According to the 2007, 2014, and
2019 versions of the EWA Phase II Municipal Stormwater Permit (Washington State Department
of Ecology, 2019), permittees are required to implement procedures for site inspection and
enforcement of post-construction control measures. Specifically, permittees must implement
mechanisms that allow access for permittees to inspect stormwater BMPs on private properties
that discharge to the MS4. In lieu of requiring continued access, the mechanisms may require
private property owners to provide annual certification by a qualified third party that adequate
maintenance has been performed and the facilities are operating as designed to protect water
quality…

2021 QAPP for Business Education and Outreach Effectiveness Study

Summary: Eastern Washington stormwater effectiveness study, QAPP evaluate effectiveness, business education and outreach efficacy, City of Ellensburg Education and Outreach Study business outreach efficacy

3.0
Background
3. 1
The Stormwater Education and Outreach (E&O) Program
This study will evaluate the effectiveness of an E&O program for the City of Ellensburg and
measure adoption of targeted behaviors by the target audience. The stormwater pollutants of
concern addressed by the E&O Program are cooking-related F.O.G. and wash water. F.O.G. and
wash water are commonly created at restaurants and can create an illicit discharge if not disposed
of properly. The E&O program will therefore focus on restaurants located within the city limits of
Ellensburg, Washington, specifically fast-food establishments. The target audience of the study
includes employees of the fast-food restaurants identified for this study.
Employees at fast-food restaurants are responsible for the maintenance and cleaning during their
shift. This process can include maintenance of grease traps, grease interceptors, mopping, and
disposal of waste materials, such as F.O.G. and wash water. Ideally, a restaurant employee would
dispose of these materials according to BMPs. If the employee is unaware of proper disposal
practices, these materials may find their way into the storm system via storm drains on the
restaurant premises via direct dumping, improper dumpster maintenance, or by other means. The
targeted behavior which the E&O program plans to address is proper maintenance and disposal of
F.O.G and wash water.
An E&O program addressing F.O.G. and wash water was implemented in 2013 and is no longer
active. The E&O program involved delivering a flier to local fast-food restaurants to inform
restaurant personnel about the negative effects that improper F.O.G. and wash water disposal has
on stormwater (see Appendix B). Due to high turn-around rates of employment in fast-food
restaurants and the growth of the number of operating businesses within the City, an updated
version of this program will be implemented and evaluated for this study.
3. 2
Problem Description
The 2019-2024 Eastern Washington Phase II Municipal Stormwater Permit requires permittees to
prohibit, through ordinances or other regulatory mechanism, non-stormwater discharges into the
MS4 (Washington State Department of Ecology, 2019). Additionally, permittees are required to
provide information to businesses, such as restaurants, regarding impacts and prevention of illicit
discharges, proper management and disposal of waste, management of dumpsters and wash water,
and the use of hazardous cleaning supplies and other materials. An E&O program targeting
restaurants specifically was implemented in 2013 (see Section 3.1) and will be re-implemented to
target fast-food restaurants on proper management and disposal ofF.O.G. and wash water.
F.O.G. produced at restaurants can be introduced into the storm system by direct dumping, leaking
or overflowing waste containers, or overflow from grease traps or interceptors (Husain, et al.,
2014). Once the material reaches pipes, it tends to deposit onto the walls of the pipe. Over time,
the deposits form partial or full blockages of the pipe, which then can cause localized flooding and
damage nearby structures (O'Shields, 2019). F.O.G. can also create acidic conditions within the
pipe, causing corrosion of metal pipes or dissolving concrete pipes (Fairfax County, n.d.). IfF.O.G.
continue downstream to a receiving water, the material can deplete dissolved oxygen content,
suffocating aquatic life (Environmental Protection Agency, 2020). The material can also coat
animals using the receiving water body as a habitat with oil, reducing their ability to obtain food
7/20/2021
Pagel2

2023 City of Wenatchee BMP Owner Awareness Report

Summary: Eastern Washington, effectiveness studies, Bioretention soil media thickness effectiveness study fact sheet, Spokane County and Gonzaga University BSM thickness effectiveness, pollutant removal efficiency, future actions for BSM studies, BSM infiltration rates,

Eastern Washington
Stormwater Effectiveness Studies
Final Report
BMP Owner Awareness
Study Classification:
â–¡ Structural BMP
 Operational BMP
✓Education & Outreach
Study Objective:
 Evaluate Effectiveness
Compare Effectiveness
Prepared By:
Kelsey Grover, Stormwater Technician
Public Works Department
301 Yakima St
Wenatchee, WA 98801
509-888-3273
Final Report Public Information
The final report will be available on the regional Wenatchee Valley Stormwater Technical Advisory
Committee webpage hosted by the City of Wenatchee, www.wenatcheewa.gov/wvstac.
Final Report Author and Contact Information
Kelsey Grover, Stormwater Technician
City of Wenatchee, Public Works Department
301 Yakima St.
Wenatchee, WA 98801
509-888-3273
[email protected]
1.0
Background
Increasingly dense development within urbanized areas has required improved methods to
manage stormwater runoff from impervious surfaces. The use of pipes and catch basins was
adequate for a time, but rapid urbanization, persistent degradation of natural landscapes,
water quality and climate-change related increases in the amount and intensity of rainfall have
all made stormwater management a high priority. To prevent or minimize water quality impacts
of new and redevelopment projects, Eastern Washington Phase II Municipal Stormwater
Permittees were required to develop, implement, and enforce a program to address post-
construction stormwater runoff from public and private projects beginning in 2011. The
minimum requirement set forth by the Permit was a regulatory mechanism for projects
meeting a one-acre threshold to manage a percentage of stormwater onsite using post-
construction best management practices (BMPs). Permitted jurisdictions were also required to
implement a regulatory mechanism to ensure long-term maintenance of the BMPs.
The Permit states that project proponents shall ensure implementation of long-term operation
and maintenance standards to protect water quality and reduce the discharge of pollutants to
the maximum extent practicable. As project are completed, developers transfer BMP
maintenance responsibility to property owners and homeowners associations. In many
jurisdictions, for projects built after 2011, BMP owners have a recorded Declaration of
Stormwater Covenants, also referred to as an Operations and Maintenance Agreement (O&M
agreement), detailing the type, location, and maintenance requirements for the BMP requiring
inspection and maintenance. For many Permittees, the O&M agreement recorded with the
County Auditor at the time of BMP installation is used to inform property owners about the
purpose and maintenance requirements of the BMP. For many projects built before 2011,
information about the stormwater BMP was incorporated into the covenants recorded on the
subdivision plat or in the homeowners’ association covenants.
The effectiveness of the O&M agreement used as the primary mechanism to inform property
owners about their BMP, maintenance responsibilities and purpose of their BMP was evaluated
based on owner awareness of the BMP and the O&M agreement. Surveys responses were
compared from a test group (Test (w/ O&M)), consisting of residents in subdivisions with an
O&M agreement, and a control group (Control (w/o O&M)), consisting of residents in
subdivisions without an O&M agreement, to determine if there was any significant difference in
owner awareness between the two groups.
2.0 Study Method
Goldstreet Design, in collaboration with their research partner, Corona Insights, was hired to
conduct the surveys and provide the statistical analysis of the results. All survey data was
collected by the consultant. The standard operating procedures, notification mailing, and
survey used in this study can be found in Appendix A.
There were two modifications made to the Residential Survey Standard Operating Procedure
(SOP) documented in the BMP Owner Awareness Education and Outreach Study Quality
Assurance Project Plan, approved February 14, 2022. The first change to the SOP included
utilizing only a web-based survey and removing the option for a mail in survey. During the
survey validation process, the consultant advised the Technical Advisory Group, for the cost and
effort of mailing and returning paper surveys, the number of responses would be minimal.
Removing the mail survey option was also determined to be more environmentally conscious,
by reducing printed and mailed pages, which would likely be recycled or thrown away. The
second modification to the SOP included the use of an incentive to complete the survey. The
use of an incentive was authorized by consulting with jurisdiction Finance Departments to
determine how the incentive could be included. After a respondent completed the survey, they
would be eligible to enter a drawing for a fifty-dollar Visa gift card. The incentive was offered by
Goldstreet Design and included in the jurisdiction invoices.
2.1 Survey Instrument
The survey instrument was designed to evaluate BMP owner awareness using questions to
address overall knowledge of the BMP, any concerns or attitudes that residents may have
about the BMP, and any maintenance or actions that have been done associated with the BMP.
The homeowner survey was conducted by Goldstreet Design through distribution of a post card
with a QR code and a traditional web link to the survey. To encourage survey responses and
avoid being mistaken as “junk” mail, the postcard was designed with an introduction to
Goldstreet Design and Corona Insights that included the purpose of the survey, the logos for
the jurisdictions in the study area, and a local return address.
2.2 Test and Control Area Surveys
Each jurisdiction in the study area, which includes Chelan County, Douglas County, East
Wenatchee, and Wenatchee, compiled a list of subdivisions meeting the study criteria; one acre
or larger at the time of construction with one or more BMPs serving more than one home. As
development is regularly occurring and to prevent changing population sizes, only subdivisions
which were finalized at the time of the QAPPP approval were included in the study. To
establish the test and control populations when providing the list of subdivisions, the
jurisdictions indicated if the subdivision had an O&M agreement. Subdivisions with an O&M
agreement would be the test population and subdivisions without an O&M agreement would
be the control population. With the list of subdivisions meeting the study criteria, the mailing
list was created by using tax parcel data layers from the County Assessor’s ArcGIS database. The
Test (w/O&M) population consisted of 703 homes and the Control (w/o O&M) population
consisted of 1,345 homes.
Goldstreet Design mailed the survey postcards on January 10, 2023 to all of the homes within
the study area. The online survey was available from January 10, 2023 to February 3, 2023.
3.0 Results
Goldstreet Design and Corona Insights summarized the results of the subdivision survey in a
report. The preliminary data report of the survey data was received from the consultant on
April 5, 2023 and the final data package with all of the data collected by the consultant was
received May 11, 2023. The Goldstreet Design preliminary report and complete survey data
can be found in Appendix B.
3.1
Survey Results
Following the online survey closure, 132 responses were collected. Two of the survey responses
were partial, but considered to be complete enough to include in the final data report. There
were 87 responses from the Control (w/o O&M) population and 45 responses from the Test (w/
O&M) population. The following section presents the survey results from the test and control
group.
3.1.1
Subdivision Survey Responses
Question 1: How familiar are you with the stormwater facility that collects stormwater
for your neighborhood?
Total
Control
(w/o O&M)
Test
(w/ O&M)
Very familiar
36%
38%
Moderately familiar
23%
17%
33%
Somewhat familiar
18%
22%
11%
Slightly familiar
12%
11%
13%
Not at all familiar
11%
14%
132
Question 2: Based on your understanding, whose responsibility is it to maintain the
stormwater facility? Please select all that apply.
Total
Control
(w/o O&M)
Test
(w/ O&M)
The local homeowners association
58%
55%
62%
The County
29%
24%
38%
The City
17%
21%
11%
The property owner
Someone else
I don’t know
11%
132
Question 3: How familiar with the Operations & Maintenance Agreement (O&M
agreement) for the stormwater facility in your neighborhood?
Total
Control
(w/o O&M)
Test
(w/ O&M)
Very familiar
13%
Moderately familiar
11%
Somewhat familiar
Slightly familiar
15%
16%
Not at all familiar
59%
63%
51%
Not applicable- Our neighborhood
doesn’t have an O&M agreement
132
Question 4: How concerned are you about the stormwater facility?
Total
Control
(w/o O&M)
Test
(w/ O&M)
Extremely concerned
Somewhat concerned
16%
17%
14%
A little concerned
25%
21%
34%
Not concerned at all
42%
43%
39%
No opinion
10%
132
Question 5: Are you concerned about any of the following related to the stormwater
facility? Please select all that apply.
Total
Control
(w/o O&M)
Test
(w/ O&M)
Unsafe, steep slopes
11%
30%
49%
Mosquito breeding
36%
22%
27%
Attracting pests (e.g., rats, raccoons)
26%
22%
33%
Flooding
23%
29%
20%
Water Retention
17%
21%
11%
Being Vandalized
10%
11%
Making the neighborhood look bad
26%
Other
10%
31%
None of the above
27%
25%
31%
132
Question 6: Have you ever received any information about the stormwater facility in your
neighborhood?
Total
Control
(w/o O&M)
Test
(w/ O&M)
Yes
21%
17%
29%
79%
83%
71%
132
Questions 7, 8, and 9 of the survey were shown only to respondents who answered “Yes” to
receiving information about the stormwater facility in their neighborhood.
Question 7: Where have your received information from regarding the stormwater facility
in your neighborhood? Please select all that apply?
Total
Control
(w/o O&M)
Test
(w/ O&M)
Title company
Real estate agent
The local homeowner’s association
86%
93%
77%
Local government (City or County)
14%
23%
Other
15%
Don’t recall
Question 8: Based on your understanding, what type of recordkeeping is there regarding
the maintenance of the stormwater facility in your neighborhood? Please select all that
apply.
Total
Control
(w/o O&M)
Test
(w/ O&M)
Checklist(s)
25%
46%
Photos
14%
13%
15%
Other
None
11%
13%
I don’t know.
54%
67%
38%
Question 9: Based on your understanding, what type of maintenance has been done to
the stormwater facility in your neighborhood? Please select all that apply.
Total
Control
(w/o O&M)
Test
(w/ O&M)
Mowing the grass
39%
13%
69%
Weed removal
57%
67%
46%
Removing sediment
25%
20%
31%
Cleaning catch basins
21%
27%
15%
Other
11%
15%
I don’t know
Question 10: How often are inspections and maintenance done on the stormwater
facility?
Total
Control
(w/o O&M)
Test
(w/ O&M)
Monthly
Yearly
12%
11%
13%
Only after a major rain event
Never
11%
I don’t know
75%
78%
69%
132
Question 11: What is the best away for you to receive stormwater information about your
neighborhood’s stormwater facility.
Total
Control
(w/o O&M)
Test
(w/ O&M)
Direct mail to me
56%
60%
49%
Communication through the HOAs
34%
28%
44%
City/ County website
City/ County social media
Something else
131
Demographics
The full list of demographic questions is included in the data report found in Appendix B.
Question 12: How long have you lived at your current residence?
Total
Control
(w/o O&M)
Test
(w/ O&M)
0-5 years
31%
40%
6-10 years
39%
31%
56%
11-15 years
11%
15%
Longer than 15 years
15%
23%
132
Question 13: Do you rent or own your home?
Total
Control
(w/o O&M)
Test
(w/ O&M)
Rent
Own
99%
100%
132
Question 14: Which of the following categories includes your age?
Total
Control
(w/o O&M)
Test
(w/ O&M)
Under 18
18 to 24
25 to 34
35 to 44
11%
13%
55 to 64
21%
22%
20%
65 or older
50%
46%
58%
132
4.0 Discussion and Recommendations
The data was collected in accordance with the quality control procedures set forth in the QAPP
and was determined to be acceptable. The audit and data verification reports can be found in
Appendix C.
4.1 Discussion of Results
With 132 responses, the response rate for the survey was approximately seven percent. This
response rate is within the typical range of a mailed survey, which often have response rates of
less than 10 percent (McKenzie-Mohr, 2011). Due to the relatively low number of survey
responses, the data was presented in percentages because additional statistical analysis would
have increased the margin of error.
Despite the low number of results, the survey to the subdivisions did yield some important
information about BMP owner awareness. Over half (59%) of residents within the study area
are moderately to very familiar with the stormwater facility in their neighborhood. It was also
noted from the study area that respondents who were more familiar with the stormwater
structure in their neighborhood were more likely to know that the local homeowners
association (HOA) is responsible for the maintenance in comparison to those less familiar with
the structure, who were more likely to believe maintenance responsibility fell with the City or
County. When asked about the familiarity with the O&M agreement, over half (59%) of the
total residents were not familiar at all with the O&M agreement. Within the Test (w/O&M)
population, less than half (44%) reported any familiarity with the O&M agreement for their
neighborhood.
The survey was designed to address several factors which may influence awareness of a
stormwater BMP, including concerns related to safety, appearance, or perceptions of
usefulness. When asked about having any concerns about the BMP, approximately half of the
total residents reported having no concerns or no opinion about the BMP; however, when
presented with a specific list of potential concerns, 79% of all residents reported having at least
one concern. The primary concerns identified were steep slopes, mosquito breeding, attracting
pests, and flooding. In the section of the survey which allowed responders to add additional
comments, concerns associated with flooding and steep slopes were reiterated and concerns
were also raised about the stormwater structure becoming a fire hazard due to overgrown
vegetation. Comments suggested the stormwater structures may be oversized and unnecessary
for Eastern Washington weather patterns. The significant percentage of respondents indicating
they had one or more concerns about the BMP may reveal while not everyone is familiar with
the specifics associated with the BMP, there may be a larger population aware of the structure
or if problems are occurring, though they may not know where to direct their concerns.
The survey was also intended to assess actions associated with the BMP, including receiving
information, inspections, and maintenance. When residents were asked if they had received
information about the BMP, the majority (71%) of the total population indicated they have not
received any information about their BMPs, which is equal to 83% of the…

2023 Final Technical Evaluation Report Non-Vegetated Filtration Swale05

Summary: Eastern Washington Stormwater Effectiveness Studies Final Report, Non-vegetated Filtration Swale Stormwater, effectiveness study, structural BMP, West Richland, basic treatment study, compare to vegetated filter strip efficacy,

Eastern Washington
Stormwater Effectiveness Studies
Final Technical Evaluation Report
Non-Vegetated Filtration Swale Stormwater
Effectiveness Study
Study Classification:
 Structural BMP
ï‚£ Operational BMP
ï‚£ Education & Outreach
Study Objective(s):
 Evaluate Effectiveness
ï‚£ Compare Effectiveness
 Develop Modified BMP
ï‚£ Develop New BMP
Prepared For:
City of West Richland
Public Works Department
3100 Belmont Blvd. Suite 102
West Richland, WA 99353
Prepared By:
Evergreen StormH2O, LLC
PO Box 18912
Spokane, Washington 99228
April 2023
Final TER
Non-Vegetated Filtration Swale Stormwater Effectiveness Study
April 2023
Page | i
Publication Information
The QAPP and TER will be available to the public on the City of West Richland website
(https://www.westrichland.org/189/Stormwater).
Authors and Contact Information
Taylor Hoffman-Ballard, PE
Evergreen StormH2O, LLC
Project Manager
PO Box 18912
Spokane, WA 99228
[email protected]
952-836-7863
Aimee Navickis-Brasch, PhD, PE
Evergreen StormH2O, LLC
Principal and President
PO Box 18912
Spokane, WA 99228
[email protected]
509-995-0557
Patrick Volsky
Engineer-In-Training
Evergreen StormH2O, LLC
PO Box 18912
Spokane, WA 99228
[email protected]
206-948-7415
Mark Maurer, PE, PLA
Evergreen StormH2O, LLC
Senior Stormwater Engineer
PO Box 18912
Spokane, WA 99228
[email protected]
360-790-6421
Final TER
Non-Vegetated Filtration Swale Stormwater Effectiveness Study
April 2023
Page | ii
Acknowledgements
This project was funded by a Washington State Department of Ecology (Ecology) Grant of Regional of
Statewide Significance (GROSS). The technical advisory committee (TAC) along with City of West
Richland staff played an integral role in this project. The City of West Richland served as the lead entity
with the following jurisdictions serving as participating entities: City of Richland, City of Kennewick, City
of Pasco, City of Walla Walla, and Walla Walla County. The TAC consisted of staff members from the
lead and participating entities along with Ecology. TAC participation included providing input on the
project deliverables as well as assisting with data collection during field testing. In addition,
maintenance staff from the City of West Richland, including Don Klages, Chris Hogan, Jeremy Gwinn,
Derek Vahanian, and Jared Rheinschmidt, constructed the test site and were an integral part of running
the simulated events and data collection. Most of the field testing occurred during the record-setting
heat wave in the summer of 2022 and in poor air quality due to forest fires in the Pacific Northwest.
Many of the photos in this document were taken by TAC members, who were also helping with data
collection, and credit has been given to them in figure titles (the photo on the cover page of this
document was taken by staff from the City of West Richland).
Document History
The study was conducted following Ecology’s approval of the QAPP, which can be accessed at this site:
https://www.westrichland.org/189/Stormwater. The data collection started in August 2022, and the last
data was collected in January 2023. The draft Technical Evaluation Report (TER) was presented and
submitted to the TAC in March 2023 for review and comment. Appendix A of the TER contains a
summary of the TAC’s comments along with a summary of the consultants’ responses to the comments,
including how they were addressed in the document. The final TER was completed in April 2023.
Final TER
Non-Vegetated Filtration Swale Stormwater Effectiveness Study
April 2023
Page | iii
Signature Page
Approved by:
Date
Drew Woodruff, Lead Entity, City of West Richland
Date
Martin Nelson, Contributing Entity, City of Kennewick
Date
Brian Pope, Contributing Entity, City of Richland
Date
Michael Henao, Contributing Entity, City of Pasco
Date
Steve Kelley, Contributing Entity, City of Walla Walla
Date
Seth Walker, Contributing Entity, Walla Walla County
Date
Mark Melton, Ecology Water Quality Program Reviewing Engineer
Date
Andrea Jedel, Ecology Water Quality Program Project/Permit Manager
Date
Aimee Navickis-Brasch, Primary Author, Evergreen StormH2O, LLC
Signatures are not available on the Internet version.
05/09/2023
Final TER
Non-Vegetated Filtration Swale Stormwater Effectiveness Study
April 2023
Page | iii
Signature Page
Approved by:
Date
Drew Woodruff, Lead Entity, City of West Richland
Date
Martin Nelson, Contributing Entity, City of Kennewick
Date
Brian Pope, Contributing Entity, City of Richland
Date
Michael Henao, Contributing Entity, City of Pasco
Date
Steve Kelley, Contributing Entity, City of Walla Walla
Date
Seth Walker, Contributing Entity, Walla Walla County
Date
Mark Melton, Ecology Water Quality Program Reviewing Engineer
Date
Andrea Jedel, Ecology Water Quality Program Project/Permit Manager
Date
Aimee Navickis-Brasch, Primary Author, Evergreen StormH2O, LLC
Signatures are not available on the Internet version.
Steven Kelley
Digitally signed by Steven Kelley
DN: C=US, [email protected], O=City of Walla Walla, CN=Steven Kelley
Date: 2023.05.08 15:50:00-07'00'
Final TER
Non-Vegetated Filtration Swale Stormwater Effectiveness Study
April 2023
Page | iii
Signature Page
Approved by:
Date
Drew Woodruff, Lead Entity, City of West Richland
Date
Martin Nelson, Contributing Entity, City of Kennewick
Date
Brian Pope, Contributing Entity, City of Richland
Date
Michael Henao, Contributing Entity, City of Pasco
Date
Steve Kelley, Contributing Entity, City of Walla Walla
Date
Seth Walker, Contributing Entity, Walla Walla County
Date
Mark Melton, Ecology Water Quality Program Reviewing Engineer
Date
Andrea Jedel, Ecology Water Quality Program Project/Permit Manager
Date
Aimee Navickis-Brasch, Primary Author, Evergreen StormH2O, LLC
Signatures are not available on the Internet version.
Final TER
Non-Vegetated Filtration Swale Stormwater Effectiveness Study
April 2023
Page | iii
Signature Page
Approved by:
Date
Drew Woodruff, Lead Entity, City of West Richland
Date
Martin Nelson, Contributing Entity, City of Kennewick
Date
Brian Pope, Contributing Entity, City of Richland
Date
Michael Henao, Contributing Entity, City of Pasco
Date
Steve Kelley, Contributing Entity, City of Walla Walla
Date
Seth Walker, Contributing Entity, Walla Walla County
Date
Mark Melton, Ecology Water Quality Program Reviewing Engineer
Date
Andrea Jedel, Ecology Water Quality Program Project/Permit Manager
Date
Aimee Navickis-Brasch, Primary Author, Evergreen StormH2O, LLC
Signatures are not available on the Internet version.
5/22/23
Final TER
Non-Vegetated Filtration Swale Stormwater Effectiveness Study
April 2023
Page | iv
Distribution List
The distribution list includes each party who will receive a copy of the TER.
Name, Title
Organization
Contact Information:
Address, Telephone, Email
Drew Woodruff1
City Engineer
City of West Richland
[email protected]
509-967-5434
Martin Nelson1
Public Works Development
Review Supervisor
City of Kennewick
[email protected]
509-585-4306
Brian Pope1
Civil Engineer
City of Richland
[email protected]
509-942-7508
Michael Henao1
Environmental Compliance
Coordinator
City of Pasco
[email protected]
509-545-3454
Steve Kelley1
Stormwater Coordinator
City of Walla Walla
[email protected]
509-527-4669
Seth Walker1
Chief of Engineering &
Construction
Walla Walla County
[email protected]
509-524-2710
Joy Bader1
Technician IV
Walla Walla County
[email protected]
509-524-2733
Chuck Geissel1
Technician III
Walla Walla County
[email protected]
509-524-2729
Andrea Jedel1
Water Quality PM
Washington State
Department of Ecology
[email protected]
509-961-0625
Doug Howie1, 2
Senior Stormwater Engineer
Washington State
Department of Ecology
[email protected]
360-870-0983
Jamie Brunner1
Lake Management Plan
Supervisor
Idaho Department of
Environmental Quality
[email protected]
208-666-4623
Kristen Lowell1
Senior Water Quality Analyst
Idaho Department of
Environmental Quality
[email protected]
208-769-1422
Aimee Navickis-Brasch
Principal and President
Evergreen StormH2O, LLC
[email protected]
509-995-0557
Taylor Hoffman-Ballard
Project Manager
Evergreen StormH2O, LLC
[email protected]
509-867-3650
Patrick Volsky
Engineer-In-Training
Evergreen StormH2O, LLC
[email protected]
206-948-7415
Mark Maurer
Senior Stormwater Engineer
Evergreen StormH2O, LLC
[email protected]
(509) 867-3654
1 The organizations listed were part of the Technical Advisory Committee (TAC). The goal of the TAC was
to provide insight, suggestions, and professional opinions to the research team throughout the study.
2 TAC Member was not involved in the review of the TER.
Final TER
Non-Vegetated Filtration Swale Stormwater Effectiveness Study
April 2023
Page | v
Table of Contents
PUBLICATION INFORMATION ………………………………………………………………………………………………. I
AUTHORS AND CONTACT INFORMATION ……………………………………………………………………………….. I
ACKNOWLEDGEMENTS ……………………………………………………………………………………………………… II
DOCUMENT HISTORY ………………………………………………………………………………………………………… II
SIGNATURE PAGE …………………………………………………………………………………………………………….. III
DISTRIBUTION LIST …………………………………………………………………………………………………………… IV
TABLE OF CONTENTS …………………………………………………………………………………………………………. V
EXECUTIVE SUMMARY ………………………………………………………………………………………………………..1
OBJECTIVES AND RESULTS …………………………………………………………………………………………………………………………….. 1
RECOMMENDATIONS ………………………………………………………………………………………………………………………………….. 2
INTRODUCTION ………………………………………………………………………………………………………4
1.1
INTRODUCTION TO THE STRUCTURAL BMP …………………………………………………………………………………………………. 4
1.2
PROBLEM DESCRIPTION ……………………………………………………………………………………………………………………….. 5
1.3
PROJECT GOALS AND OBJECTIVES ……………………………………………………………………………………………………………. 6
1.4
PROJECT OVERVIEW ……………………………………………………………………………………………………………………………. 7
1.5
STUDY LOCATION ………………………………………………………………………………………………………………………………. 8
SAMPLING PROCEDURES ………………………………………………………………………………………… 10
2.1
TYPES OF DATA COLLECTED …………………………………………………………………………………………………………………. 10
2.2
SAMPLE COLLECTION PROCESS ……………………………………………………………………………………………………………… 11
2.2.1
SOP Overview ……………………………………………………………………………………………………………………… 11
2.2.2
Influent (Synthetic Stormwater) Distribution System and Sample Equipment Overview ……………….. 11
2.2.3
Audit Overview ……………………………………………………………………………………………………………………. 14
DATA QUALITY ASSESSMENT …………………………………………………………………………………… 15
3.1
DATA VERIFICATION ………………………………………………………………………………………………………………………….. 15
3.2
DATA USABILITY ASSESSMENT ……………………………………………………………………………………………………………… 16
DATA SUMMARIES AND ANALYSIS …………………………………………………………………………… 18
4.1
INTRODUCTION TO WATER QUALITY RESULTS ……………………………………………………………………………………………. 18
4.2
RECOMMENDATIONS FOR FINAL SWALE ALTERNATIVE ………………………………………………………………………………….. 20
4.3
EVALUATION OF FINAL SWALE ALTERNATIVE ……………………………………………………………………………………………… 20
4.4
STATISTICAL COMPARISON OF POLLUTANT CONCENTRATIONS …………………………………………………………………………. 34
4.5
WATER QUALITY TREATMENT PERFORMANCE ……………………………………………………………………………………………. 36
CONSTRUCTION, DESIGN, AND OPERATION AND MAINTENANCE CONSIDERATIONS ………….. 38
5.1
CONSTRUCTION CONSIDERATIONS …………………………………………………………………………………………………………. 38
5.2
DESIGN RECOMMENDATIONS ………………………………………………………………………………………………………………. 38
5.2.1
Length of Swale and Hydraulic Residence Time ……………………………………………………………………….. 38
5.2.2
Manning’s n Verification ………………………………………………………………………………………………………. 41
5.3
OPERATION AND MAINTENANCE CONSIDERATIONS ……………………………………………………………………………………… 42
FUTURE ACTION RECOMMENDATIONS ……………………………………………………………………… 43
CONCLUSIONS ……………………………………………………………………………………………………… 45
Final TER
Non-Vegetated Filtration Swale Stormwater Effectiveness Study
April 2023
Page | vi
7.1
RECOMMENDATIONS ………………………………………………………………………………………………………………………… 46
REFERENCES ………………………………………………………………………………………………………… 47
APPENDICES…