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SURFACE WATER UTILITY SYSTEM PLAN
EXHIBIT 3
PLANNING DIVISION
AWEIHS 09/28/2020
RECEIVED
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2020 Surface Water Utility System Management Plan
CITY OF RENTON
TABLE OF CONTENTS
EXECUTIVE SUMMARY ..................................................................................................... E‐1
SECTION 1 HISTORY, ACCOMPLISHMENTS, AND GOALS ................................................... 1‐1
1.1 Introduction ........................................................................................................ 1‐1
1.2 History, Program Description, and Accomplishments ........................................ 1‐1
1.3 Utility Mission ..................................................................................................... 1‐1
1.4 Utility Goals ......................................................................................................... 1‐3
1.5 Plan Development Process .................................................................................. 1‐4
SECTION 2 DRAINAGE BASIN AND SERVICE AREAS ........................................................... 2‐1
2.1 Introduction ........................................................................................................ 2‐1
2.2 Study Area General Description .......................................................................... 2‐1
2.3 Existing System Description ................................................................................ 2‐4
2.4 Drainage Basins ................................................................................................... 2‐9
SECTION 3 CURRENT SURFACE WATER MANAGEMENT PROGRAM ................................... 3‐1
3.1 General Description ............................................................................................ 3‐1
3.2 Engineering, Planning, Compliance, and Coordination ....................................... 3‐5
3.3 Inspection, Operations, and Maintenance ......................................................... 3‐8
3.4 Administration .................................................................................................. 3‐12
3.5 Management ..................................................................................................... 3‐13
3.6 Summary of Existing Program ........................................................................... 3‐13
SECTION 4 REGULATORY REQUIREMENTS AND CITY POLICIES .......................................... 4‐1
4.1 Introduction ........................................................................................................ 4‐1
4.2 Regulatory Requirements ................................................................................... 4‐1
4.3 City Ordinances and Regulations ........................................................................ 4‐2
4.4 State Regulations ................................................................................................ 4‐5
4.5 Federal Regulations ........................................................................................... 4‐11
4.6 Summary of Permits Required .......................................................................... 4‐13
4.7 Program Policies ................................................................................................ 4‐15
SECTION 5 FUTURE PROGRAM NEEDS .............................................................................. 5‐1
5.1 Introduction ........................................................................................................ 5‐1
5.2 NPDES Permit Compliance .................................................................................. 5‐1
5.3 City Maintenance on Residential Facilities ......................................................... 5‐7
5.4 Annexations ........................................................................................................ 5‐7
5.5 Vegetation Maintenance .................................................................................... 5‐9
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5.6 Infill Development ............................................................................................... 5‐9
5.7 Asset Management ........................................................................................... 5‐10
5.8 Culvert Inventory .............................................................................................. 5‐12
5.9 Surface Water Utility System Plan Update ....................................................... 5‐12
5.10 Surface Water Utility Coordination ................................................................... 5‐12
5.11 Continuation of Existing Surface Water Initiatives ........................................... 5‐16
5.12 Summary ........................................................................................................... 5‐16
SECTION 6 CAPITAL IMPROVEMENT PROJECT NEEDS ....................................................... 6‐1
6.1 General ................................................................................................................ 6‐1
6.2 Flood Protection .................................................................................................. 6‐1
6.3 Water Quality ...................................................................................................... 6‐3
6.4 Existing Water Quality and Its Effects on Beneficial Uses ................................... 6‐4
6.5 Habitat Restoration and Protection .................................................................... 6‐8
6.6 Miscellaneous Programs and Regulatory Projects .............................................. 6‐9
6.7 Capital Project Prioritization ............................................................................... 6‐9
SECTION 7 RECOMMENDATIONS ......................................................................................7-1
7.1 Summary of Recommended Surface Water Management Program Changes ...7- 1
7.2 Recommended Capital Improvement Program ..................................................7-2
REFERENCES ..................................................................................................................... R‐1
List of Appendices
Appendix A Issue Papers
Appendix B Basin Report Cards
Appendix C Cost Estimates
Appendix D Summary of Regulatory Compliance Recommendations Memo
Appendix E Programmatic and Operational Fact Sheets
Appendix F Drainage Complaints
Appendix G CIP Fact Sheets
LIST OF TABLES
Table 2‐1: Renton Drainage Basin Areas
Table 2‐2: Surface Water Management Inventory Data
Table 2‐3: Predicted Peak Flows (cfs) for the May Creek Tributaries within the City of Renton
Table 2‐4: Predicted Peak Flows (cfs) for the Kennydale Subbasins
Table 2‐5: Predicted Peak Flows (cfs) for the NE 44th Street Exit Drainage Area Subbasin
Table 2‐6: Predicted Peak Flows (cfs) for the North Renton Subbasin
Table 2‐7: Predicted Peak Flows (cfs) for the Cedar River Basin
Table 2‐8: Predicted Peak Flows (cfs) for the West Hill Subbasin
Table 2‐9: Predicted Peak Flows at Selected Locations (cfs) for the Black River Basin
Table 2‐10: Predicted Peak Flows (cfs) for the Soos Creek Basin
Table 3‐1: SWU Program Elements
Table 3‐2: Surface Water Management Inventory Data
Table 3‐3: Maintenance Program Activities
Table 3‐4: Estimated 2019 Staffing and Expenditures for Program elements
Table 4‐1: Category 5 Assessed Waters in Renton
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Table 4‐2: Permits Needed for Projects
Table 4‐3: 2015 Comprehensive Plan Land Use Element – Protecting the Natural Environment and
Ensuring Natural Resources for the future Goals and Policies
Table 4‐4: 2015 Comprehensive Plan Transportation Element – General Goals and Policies
Table 4‐5: 2015 Comprehensive Plan Development Element – General Goals and Policies
Table 4‐6: 2015 Comprehensive Plan Parks, Recreation, Natural Areas, and Trails Element – General
Goals and Policies
Table 4‐7: 2015 Comprehensive Plan Utilities Element – General Goals and Policies
Table 4‐8: 2015 Comprehensive Capital Facilities Element – General Goals and Policies
Table 5‐1: Summary of Key NPDES Permit Elements and Budget Requirements (based on Permit
Effective 8/19)
Table 5‐2: Summary of Future Program Needs
Table 6‐1: Locations of Flooding Problems
Table 6‐2: Existing Beneficial Uses
Table 6‐3: 6‐year CIP Summary
Table 6‐4a: Flooding Problems: May Creek Basin
Table 6‐4b: Flooding Problems: East Lake Washington Basin
Table 6‐4c: Flooding Problems: West Lake Washington Basin
Table 6‐4d: Flooding Problems: Cedar River Basin
Table 6‐4e: Flooding Problems: Black River Basin
Table 6‐4f: Flooding Problems: Soos Creek Basin
Table 6‐4g: Flooding Problems: Citywide Small Drainage Problem Projects
Table 6‐5: Water Quality Retrofit: East Lake Washington, Black River, Cedar River, and May Creek
Basins
Table 6‐6: Habitat Problems: Cedar River, May Creek, and Black River Basins
Table 6‐7: Programs and Regulatory Compliance
Table 6‐8: Prioritized Capital Improvement Projects for Flood Protection/Water Quality Treatment
Table 7‐1: Recommended Future Program Needs
Table 7‐2: Surface Water Utility 2020‐2025 Capital Improvement Program (CIP)
LIST OF FIGURES
Figure 2‐1. Surface Water Drainage Basins
Figure 2‐1. Surface Water Stormwater Facilities
Figure 2‐3. Water Quality Facility Map
Figure 3‐1. Surface Water Organization Chart
Figure 3‐2. Public Works Department Organization Detail
Figure 3‐3. Community and Economic Development Department Organizational Detail
Figure 5‐1. SWM Maintenance and Engineering FTEs per 1000 Residents by Year and Population
Figure 6‐1. Sockeye in Cedar River (Yr. 2010)
Figure 6‐2. Flooding Problems and Annual Maintenance Project Locations
Figure 6‐3. Water Quality Retrofit, Annexation Problems, and Habitat Project Locations
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LIST OF ABBREVIATIONS
TERM DEFINITION
BA Biological Assessment
BE Biological Evaluation
BMP Best Management Practice
BO Biological Opinion
BOD Biochemical Oxygen Demand
BRPS Black River Pump Station
CAO Chief Administrative Officer
CAO Critical Areas Ordinance
CCTV Closed‐circuit television
CEQ Council for Environmental Quality
CFR Code of Federal Regulations
CFS Cubic feet per second
CIP Capital Improvement Project
City City of Renton
CMP Corrugated Metal Pipes
CRC Cedar River Council
CRS Community Rating System
CWA Clean Water Act
DDT Dichlorodiphenyltrichloroethane
DFIRM Digital Flood Insurance Rate Map
District King County Drainage District
Number One
DNR Department of Natural Resources
EA Environmental Assessment
Ecology Washington State Department of
Ecology
EIA Effective Impervious Area
EIS Environmental Impact Study
EPA Environmental Protection Agency
ERP Ecosystem Restoration Program
ESA Endangered Species Act
ESGRWP East Side Green River Watershed
Project Plan and Environmental
Impact Statement
FEMA Federal Emergency Management
Agency
FTE Full‐time employee
GIS Geographic Information System
GMA Growth Management Act
GPM Gallons per minute
TERM DEFINITION
HEC‐RAS Hydrologic Engineering Center’s
River Analysis System
HOA Homeowner association
HPA Hydraulic Project Approval
HSPF Hydrologic Simulation Program –
FORTRAN
IDDE Illicit Discharge Detection and
Elimination
JARPA Joint Aquatic Resource Permit
Application
KCFCD King County Flood Control District
KMDP Kennydale Master Drainage Plan
LAMP Levee Analysis and Mapping
Procedure
LID Local Improvement District
LID Low Impact Development
LOMR Letter of Map Revision
LWD Large Woody Debris
MS4 Municipal Separate Storm Sewer
System
NEPA National Environmental Policy Act
NFIP National Flood Insurance Program
NOAA National Oceanic and
Atmospheric Administration
NOI Notice of Intent
NPDES National Pollutant Discharge
Elimination System
O&M Operation and Maintenance
PCBs Polychlorinated biphenyls
PCR Polymerase chain reaction
pH Potential of Hydrogen
RC Resource Conservation
RCW Revised Code of Washington
RMC Renton Municipal Code
SBUH Santa Barbara Urban Hydrograph
SEPA State Environmental Policy Act
SMA Shoreline Management Act
SMP Shoreline Master Program
SWM Surface Water Management
SWPPP Stormwater Pollution Prevention
Plan
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LIST OF ABBREVIATIONS
(continued)
SWU Surface Water Utility
SWUMP Surface Water Utility
Management Plan
TMDL Total Maximum Daily Load
TOD Transit Oriented Development
TSS Total Suspended Solids
UGB Urban Growth Boundary
USACE United States Army Corps of
Engineers
USC United States Code
USEPA United States Environmental
Protection Agency
USFWS United States Fish and Wildlife
Service
Utility Renton’s Surface Water Utility
Section
UW University of Washington
UWCIG University of Washington Climate
Impacts Group
WAC Washington Administrative Code
WDFW Washington State Department of
Fish and Wildlife
WDNR Washington Department of
Natural Resources
WQI Water Quality Index
WRIA Water Resource Inventory Area
WSDOT Washington State Department of
Transportation
TERM DEFINITION
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EXECUTIVE SUMMARY
This Surface Water Utility Management Plan (SWUMP) represents the City of Renton’s (City’s) first
comprehensive city‐wide surface water planning effort since the 1990s. In summary, the SWUMP
examines the existing surface water management system, with primary focus on projects and programs
that identify and minimize flooding, erosion, and water quality problems as well improve riparian
habitat and meet regulatory requirements. Furthermore, the SWUMP is intended to guide
programmatic and capital improvement needs for Renton’s Surface Water Utility (Utility) for the next six
years and for future years’ guidance. This includes identifying and developing long‐term solutions,
prioritizing needs that reflect the community’s priorities, quantifying Operation and Maintenance
(O&M) needs of the Utility and making sure that there is adequate funding to implement
recommendations.
MISSION STATEMENT
To manage the quantity and quality of runoff in the City in order to reduce flood hazards, protect public
safety, prevent property damage, and protect water quality, environmental resources, and habitat.
BACKGROUND ON THE SURFACE WATER UTILITY
Utility was created in 1987 as an entity within the Utility Systems Division to maintain, manage, and
implement the City’s Surface Water Management (SWM) Program. At that time, its main task was to
focus on solving quantity‐related flooding problems through the planning, design, maintenance, and
construction of drainage facilities and the improved maintenance of existing facilities. The surface water
program has evolved over the years.
Today, Utility manages the quantity and quality of surface water runoff in the City to reduce flood
hazards, protect public safety and prevent property damage, protect water quality, and protect and
restore fish and wildlife habitat. Utility includes the Engineering and Maintenance and Operations
programs, which include the following activities:
1. Maintaining, repairing, replacing, and improving the City’s storm system infrastructure.
2. The planning, design, permitting and construction of surface water projects as part of
Utility’s Capital Improvement Program.
3. Regulatory compliance associated with the Western Washington Phase II Municipal
Stormwater permit, the Clean Water Act, and the Endangered Species Act.
4. Customer service regarding drainage complaints, flooding or water quality problems, utility
billing and other technical assistance regarding surface water management, along with
public education, public involvement, and stewardship programs.
5. Technical assistance to other City Departments and Divisions (Transportation, Planning,
Development Services, and Community Services) regarding projects and surface water
standards.
6. Manage City’s compliance with the Community Rating System (CRS) Program within the
National Flood Insurance Program (NFIP).
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7. Assisting in the review of new construction for compliance with surface water design
standards and the updating of design standards for new construction.
8. Storm system GIS mapping and management of Utility assets.
9. Emergency management, planning, and response associated with flooding and other
disasters.
10. Coordination with other cities and counties, along with state and federal agencies, on
regional surface water management topics related to flooding, water quality and habitat,
and State/Federal Regulatory requirements.
11. Watershed management, planning, and studies.
As of the end of 2019, Utility serves approximately 24,431 customers over an area of approximately
24 square miles. Utility maintains approximately 277 miles of drainage pipeline and culverts,
approximately 22.5 miles of open channel conveyance systems, 17,028 drainage structures, 121
stormwater ponds, 63 stormwater tanks, and 62 stormwater vaults.
Some of the significant accomplishments of the Utility include:
Completion of over $85.5 million in Utility capital projects between 1992 and 2019.
Basin planning efforts in the May Creek, Cedar River, and Black River Basins.
Completed the Cedar River Section 205 Flood Hazard Reduction Project that included
dredging the lower 1.25 miles of the Cedar River, construction of associated levees and
floodwalls, constructing multiple mitigation spawning channels and maintaining the facilities
to comply with the US Army Corps of Engineers Federal Emergency Management
Administration Program. This project included dredging the Lower Cedar River twice, in
1998 and 2016.
Produced updated digital flood insurance rate maps (DFIRM) and flood studies along 5 miles
of the lower Cedar River and 2.8 miles along Springbrook Creek.
Implemented a significant number of the flooding and riparian habitat improvements
identified in the Eastside Green River Watershed Plan including replacement of major
culvert crossings at SW 34th Street and SW 27th Street.
In partnership with WSDOT, developed the 124 acre Springbrook Creek Wetland and Habitat
Mitigation Bank.
Received over $50 million in grants and matching funds from various agencies and taxing
districts including FEMA, King County Flood Control District (KCFCD), United States Army
Corps of Engineers (USACE), the Washington State Department of Transportation (WSDOT),
the Washington State Department of Ecology (Ecology), King County, King Conservation
District and Drainage District #1 that were applied to City projects to reduce flooding and
improve water quality and stream habitat.
Completed green street connections projects that combined water quality retrofits with
drainage improvements.
Addressed miscellaneous emergency stormwater projects as well as numerous small
drainage problems.
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CHALLENGES FACING THE SURFACE WATER PROGRAM
Although Utility has made significant accomplishments, there remain future challenges that must be
considered when defining recommendations for new program direction. The following are some of the
most significant challenges.
NPDES PROGRAM
A significant impact to the City’s program is the increasing state and federal stormwater regulations,
primarily, the Western Washington Phase II Municipal Stormwater Permit, also known as the National
Pollutant Discharge Elimination System (NPDES) Permit, (NPDES Permit) issued to the City by the
Washington State Department of Ecology (Ecology). The City has been ramping up its surface water
program since 2007 to be in compliance with this permit. The current permit, which became effective
August 1, 2019, has timetables for several elements that mandate full compliance before it expires on
July 31, 2024. The most notable changes to the current 5‐year permit include new requirements for
implementation of a stormwater planning program and source control program for existing
development. Both of these elements will result in increased demand on City resources compared to the
current permit. This is further discussed in Sections 4.4.8 and 5.2.
TMDL
Total Maximum Daily Load (TMDL) is a study required under Section 303(d) of the Clean Water Act that
evaluates and determines the allowable pollutant loading for a water body that exceeds state standards
for various pollutants. Once the state determines that a particular water body exceeds a pollutant
standard, it is placed on the 303(d) list for a TMDL. Renton has several water bodies that are on the
303(d) list that require TMDL studies to be performed. Renton TMDLs are discussed in more detail in
Section 4.2.3.5.
REGULATED FLOODPLAIN IN THE GREEN RIVER VALLEY
KCFCD finalized the scoping summary report for the Lower Green River Corridor Flood Hazard
Management Plan as a part of the Environmental Impact Study (EIS) associated with the plan in June of
2019. The purpose of this plan is to implement an integrated long‐term approach to reduce flood risk
within the Lower Green River Corridor, which extends into the southwestern portion of Renton. The
plan is intended to reduce flood risk while balancing other important basin objectives, such as improving
fish habitat and supporting the economic prosperity of the region. Communication and coordination
between the City of Renton and KCFCD has been ongoing throughout the preliminary stages of
formulating the Flood Hazard Management Plan.
CONTROLLING FLOODING FROM THE CEDAR RIVER
One major Utility task is working alongside KCFCD and USACE on the Cedar River Section 205. The Cedar
River Section 205 includes periodic maintenance dredging and repairs to the USACE‐built facilities,
including floodwalls, levees, spawning channels. The City was the sponsor for the USACE Cedar River
Section 205 Flood Hazard Reduction Project, which plays an important role in protecting the City from
major flooding that has previously caused millions of dollars in damages. In general, large sediment
deposits reduce the flood protection in the lowest 1.25 miles prior to discharging into Lake Washington.
The 2006 King County Flood Hazard Management Plan identified the dredging of this reach as a major
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project. Maintenance dredging occurred in the summer of 2016. The funding for the project was
provided by KCFCD at an estimated cost of $4.8 million. KCFCD is a special purpose taxing district that
was established by King County in 2007 to protect the public from injury and damage from flood hazards
and provide a proactive, regional approach to flooding. The district is especially important in county‐
wide funding for the repair of levees and revetments.
CEDAR RIVER LEVEE RE‐CERTIFICATION
In July 2012, the City received notification from USACE that the certification issued for right and left
bank levees along the lower 1.23 miles of the Cedar River will expire on August 31, 2013, and future re‐
certification will be the responsibility of the City. Certification of the levees is essential so that FEMA
accredits the levees as providing protection from the 100‐year flood and avoid mapping the properties
protected by the levees (Renton Municipal Airport and Boeing 737 Plant) in the regulatory floodplain.
Levees certified to current FEMA standards have to demonstrate that they meet the design, operation,
and maintenance requirements described in Title 44, Chapter 1, Section 65.10 of the Code of Federal
Regulations. The challenge presented by this effort consists of certifying the levee system based on
current standards. Upon conducting various structural, geotechnical, and hydraulic analyses in 2018, the
City determined that certain sections of the levees need to be raised to meet current freeboard
requirements, and that the levee embankment needs to be widened at certain levee to floodwall
transitions. Currently, the City is designing and permitting the required improvements to achieve FEMA
accreditation and has secured funding for design and construction from KCFCD. Meanwhile, the City
expects to maintain current floodplain designation for the protected areas (Zone X not Zone AE),
because FEMA elected to seclude the floodplain of the Lower Cedar River from the King County Digital
Flood Insurance Rate Map (DFIRM) update. By secluding the Cedar River levees (and other levees in King
County) from the update, FEMA can advance the adoption of the DFIRM and subsequently individually
assess the level of flood protection of the secluded levees. The City expects to have the levees certified
and accredited prior to FEMA taking any action in that regard.
HOWARD HANSON DAM AND GREEN RIVER VALLEY
Although now operating at full capacity, concerns over reduced storage capacity due to seepage
problems at the Howard Hanson Dam and potential flooding of the Green River Valley caused the City to
expend significant resources in flood preparedness between 2009 and 2011. In 2009, USACE notified the
City and other Green River Valley cities of several sinkholes that had formed in the right embankment of
the Howard Hanson Dam after a significant rain event in January 2009. This led USACE engineers to
believe that the right embankment could fail if they continued to operate the dam at full capacity. To
minimize risk of failure, USACE informed the Green River valley communities that it would need to
reduce storage capacity, which could result in the release of more water from the dam during extreme
rain events and result in a higher risk of flooding. In coordination with USACE, King County, and other
valley cities, the City implemented pre‐disaster preparations and preventative measures and continued
these measures through 2010. To make the dam fully operational, USACE completed repairs to the dam
in the fall of 2011 and can now operate the dam to its full capacity.
FEDERAL RULING REGARDING CULVERT BARRIERS TO FISH PASSAGE
In March 29, 2013, the US District Court for the Western District of Washington issued a permanent
injunction requiring state roads owned by WSDOT, the Washington State Department of Natural
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Resources, the Washington State Department of Fish and Wildlife (WDFW), and the Washington State
Parks and Recreation Commission to operate with culvert crossings that are suitable for fish passage.
The decision reinforces treaty fishing rights granted by the federal government to Native American
tribes in Washington State dating back to the 1860s. The permanent injunction required the State to
prepare a list of all culverts with barriers to fish passage in Western Washington within 6 months.
WSDOT must also provide barrier culverts with fish passage by 2030. Although the court ruling focused
on State‐owned culverts, it is possible it could be broadened in the future to include other governmental
entities such as counties and cities. In an effort to proactively address the potential liability that the City
may face in the future, Utility will begin the process of conducting a stream inventory of all culvert
crossings. This information will be used to field survey each culvert crossing in an effort to identify fish
passage issues and develop solutions with priority rankings that can be incorporated in the utility’s
Capital Improvement Project (CIP) program.
FLOODING, WATER QUALITY, AND HABITAT PROBLEMS
The City identified 46 flooding problems, ranging from nuisance flooding to flooding of buildings and
arterials (in addition to potential flooding from the Green River) (see Figure 6‐2 for locations). The City
aims to use CIP funds to reduce flooding for as many of these areas as possible.
The Cedar River, May Creek, Springbrook Creek, Maplewood Creek, Black River, and Lake Washington
are all listed on Ecology’s 303(d) list of impaired waters. All of these water bodies originate upstream of
the City within other upstream jurisdictions that likely contribute to downstream water quality
problems. Nevertheless, the City of Renton wants to improve stormwater quality within the City. Water
quality problems are typically addressed by the City through development regulations, operational
activities (such as street sweeping and catch basin cleaning to remove pollutants before they reach
streams), and public education.
Protecting and restoring habitat is both a City and a regional objective. The City participates in regional
water resource inventory area (WRIA) planning efforts. WRIA planning is done in response to the state
Salmon Recovery Planning Act, which in turn was a response to the Endangered Species Act listings.
Portions of the City are in two WRIAs. May Creek, Cedar River, and the East and West Lake Washington
Basins are all part of WRIA 8. The Springbrook/Black River, Cedar River, and Soos Creek Basins are part
of WRIA 9. Salmon conservation plans for WRIAs 8 and 9 were completed in 2005 with the City having
adopted these plans and are a sponsoring participant. These plans, together with other plans prepared
throughout the Puget Sound region, became part of the official Puget Sound Salmon Recovery Plan
approved by NOAA Fisheries in 2007. These plans contain recommendations for protecting and restoring
salmon habitat, from general land‐use recommendations applicable throughout the watershed to small
and large, site‐specific habitat restoration projects. The City plans to be a participant on many of the
identified projects located within its jurisdiction.
INCREASING OPERATION AND MAINTENANCE DEMANDS
Another challenge to the Utility is increased operation and maintenance as a result of expansion of the
service area through previous annexations. This is particularly true for the 2008 Benson Hill annexation,
which increased the City’s area by 32%, increased infrastructure through new construction and
development, and added capital improvement projects. Additionally, Utility maintenance staff have
assumed responsibility for maintaining vegetation on all City right‐of‐way, easements and wastewater,
water, and surface water facilities. The City also assumed responsibility for maintenance of over 100
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residential stormwater facilities beginning in 2012, following a new City Policy that was issued in 2010.
City staff resources were increased as a result of the Benson Hill annexation and have generally
increased in the last 5 years to keep pace with population growth. However, additional resources are
recommended to accommodate the additional operation and maintenance demands, such as increased
vegetation maintenance, assumed responsibility of residential stormwater facilities, and new NPDES
requirements.
INCREASING EMPHASIS ON ASSET MANAGEMENT
The City has implemented CityWorks, an asset management software tool that can be used to inventory,
evaluate, and manage surface water assets. Currently, CityWorks is used to track work orders only. The
City may consider broadening their use of CityWorks to include condition assessment data and
information on the system inventory to better manage their surface water assets. The existing GIS data
inventory could be integrated with CityWorks. Concurrently, it is recommended that the Utility expand
their pipe condition assessment program to include non‐corrugated metal pipes (CMP) so that a full
understanding of the condition of this asset class is known and pipe maintenance, repair and
replacement can be scheduled and implemented.
RECOMMENDATIONS
Solutions were considered to solve the City’s surface water problems and future challenges, including:
Capital projects.
Regulatory measures.
Programmatic and policy measures.
In general, capital projects are best suited for addressing acute, site ‐specific problems, and regulatory
or programmatic measures affect the entire City. The following paragraphs summarize the plan findings.
Refer to Section 7 in the report for more detailed information.
REGULATORY COMPLIANCE:
Develop and implement a source control program for existing land uses.
Evaluate receiving water conditions in City watersheds and select high priority watershed
for which to develop a Stormwater Management Action Plan.
Map private stormwater systems connected to the City’s MS4.
OTHER FUTURE PROGRAM NEEDS AND POLICY CONSIDERATIONS:
Continue to monitor the increased resources from infill development relative to
maintenance staff levels and make adjustments as needed.
Continuation of Residential Plat Stormwater Management Facility and Maintenance and
Operation.
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Continuation of existing surface water initiatives, including the Mosquito Abatement
Program, Stormwater Facility Fencing Program, City‐Wide Drainage Maintenance Program,
and Stream Flow/Water Quality Monitoring Program.
Enhance the current Asset Management Program to include non‐CMP pipes.
Update the Surface Water Utility System Plan every 6 years.
Continue with agency coordination such as WSDOT, KCFCD, FEMA, USACE, and Ecology on
issues related to surface water management within the City.
CAPITAL IMPROVEMENT PROGRAM
The plan includes a comprehensive list of capital projects proposed to reduce flooding and improve
water quality and habitat. Overall, there were substantially more flooding problems identified than
could be solved within a six‐year planning period. As such, a prioritization scheme was developed with
City staff to help guide the timing of project implementation. A three‐tiered priority system was
developed, as summarized in the following table.
TABLE E‐1:
PROJECTS TO REDUCE FLOODING
Priority Level/Description
Number of
Projects
Costs (2020
dollars)
Priority 1 ‐ Highest priority projects considering such things
as public safety; flooding of arterials that potentially close
emergency vehicle access; the number of buildings flooded
(numerous buildings vs. one or a few) and the extent of
flooding and potential cost of flood damage; and the
recurrence of flooding (how often an area gets flooded).
15 $54.1 million
Priority 2 ‐ Projects that may include many of the same
factors as the Priority 1, but that are not considered a
significant safety hazard, may flood one or a few buildings
compared to several, or may be subject to flooding on vary
rare occasions.
22 $12.3 million
Priority 3 ‐ Third priority projects reflect projects that
temporarily flood local streets or public/private yards but do
not result in significant safety hazards or property damage.
14 $9.2 million
Based on current financial scenarios (discussed below), the City will plan to implement most of the
Priority 1 projects within the 6‐year CIP planning period with some projects expected to extend beyond
the 6‐year planning period. Priority 2 and 3 projects would be implemented in subsequent years as
funding becomes available.
OPERATIONS AND MAINTENANCE
Continue to uphold the maintenance and operation program level of service to ensure proper
maintenance of City storm systems and facilities, to protect public safety and property by preventing
flooding, and meet regulatory requirements by improving water quality and habitat.
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DRAFT
EXECUTIVE SUMMARY
O SBORN C ONSULTING, I NC.
B ELLEVUE • S EATTLE • S POKANE E‐8
WATER QUALITY
Several of the projects identified can integrate water quality enhancements to provide a water quality
benefit and flood reduction. While most water quality problems are being addressed primarily by water
quality programs (e.g., development regulations, operational activities such as catch basin cleaning, and
public education), to meet compliance with the NPDES Permit program, three water quality retrofit
projects are proposed that would significantly improve water quality within the City. These projects are
discussed in more detail in Section 6.
HABITAT
As mentioned previously, salmon conservation plans for WRIAs 8 and 9 were completed in 2005
(updated in 2017) and adopted by the City. These plans contain recommendations for ESA compliance
by protecting and restoring salmon habitat, from general land‐use recommendations applicable
throughout the watershed to small and large, site‐specific habitat restoration projects.
The City is committed to helping implement the recommendations of these plans through a variety of
methods: partial funding, local sponsorship, expedited permitting, and engineering/planning
coordination. Twenty‐six projects have been identified in which the City can improve habitat conditions.
No detailed cost estimates have been prepared for these projects and a very preliminary high‐level cost
range between $4M and $8M is estimated. The level of local support provided by the City will vary for
each project. The list of projects is given in Table 6‐6 of this plan and their locations are shown on Figure
6‐4.
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DRAFTO SBORN C ONSULTING, I NC.
B ELLEVUE • S EATTLE • S POKANE 1‐1
SECTION 1
HISTORY, ACCOMPLISHMENTS, AND GOALS
1.1 INTRODUCTION
This Surface Water Utility Management Plan (SWUMP) examines the existing surface water
management program with the primary focus of identifying and solving flooding, erosion, habitat, and
water quality problems as well as meeting regulatory requirements. The SWUMP is also intended to
guide programmatic and capital improvement needs for the City of Renton’s Surface Water Utility
(Utility) for the next six years and beyond. This includes identifying and developing long‐term solutions,
prioritizing projects that reflect the community’s needs, quantifying operation and maintenance (O&M)
needs of the Utility, and making sure that there is adequate funding to implement recommendations.
1.2 HISTORY, PROGRAM DESCRIPTION, AND ACCOMPLISHMENTS
The City of Renton (City) was incorporated in 1901. Early land alterations in the City included dredging,
channelizing the Green and Cedar Rivers to improve navigation, constructing rail corridors and coal
mines, and clearing land associated with agriculture and forestry. Flood control within Renton during the
early 1900s consisted of drainage courses made to protect forests and agricultural practices. As the
population grew, the lowlands changed from forest and agriculture to urban development. This urban
development included heavy investments into industrial activities, because Lake Washington, the lower
Cedar River, and the Duwamish waterway were all transportation corridors where industrial activity
existed.
Adjacent areas have been annexed to the City since its initial incorporation and additional annexations
will likely continue in the future. Portions of Utility’s infrastructure (facilities and conveyance systems)
are aging and in need of repair and improvement. This aging infrastructure coupled with new
development must be maintained, managed, and implemented in a way that meets regulatory
requirements, enhances the City’s existing storm drainage system, and does not exacerbate existing
problems.
Utility was created in 1987 as an entity within the Public Works Department, Utility Systems Division to
maintain, manage, and implement the City’s Surface Water Management (SWM) Program. At that time,
its main task was to focus on quantity‐related flooding problems through the planning, design,
maintenance, and construction of public drainage facilities; review and approval of the construction of
private drainage facilities; and improving maintenance of existing facilities. The surface water program
has evolved over the years as described below.
1.3 UTILITY MISSION
Utility’s mission is to serve our customers by effectively managing the quantity and quality of surface
water runoff in the City to reduce flood hazards, protect public safety, prevent property damage,
protect water quality and protect/restore fish and wildlife habitat. Where applicable, the City will
coordinate the management of the system with other regional and adjacent jurisdiction efforts.
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HISTORY, ACCOMPLISHMENTS, AND GOALS
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B ELLEVUE • S EATTLE • S POKANE 1‐2
The desired outcome of Utility programs and services is to reduce flooding hazards and to help protect
the environmental, recreational, and aesthetic uses of the City's streams, lakes, rivers, and wetlands,
which contribute to the livability and appeal of the community.
1.3.1 PROGRAM DESCRIPTION AND ACCOMPLISHMENTS
Utility includes the Engineering and Maintenance and Operations programs, which include the following
activities:
1. Maintaining, operating, repairing, replacing, and improving the City’s storm system
infrastructure.
2. The planning, design, permitting, and construction of surface water projects as part of
Utility’s Capital Improvement Program.
3. Regulatory compliance with state and federal regulatory requirements associated with the
National Pollutant Discharge Elimination System (NPDES) Phase II Municipal Stormwater
permit, the Clean Water Act (CWA), the Federal Emergency Management Agency (FEMA)
National Flood Insurance Program, and the Endangered Species Act (ESA).
4. Customer service regarding drainage complaints, flooding and water quality problems,
utility billing, and other technical assistance regarding surface water management, along
with public education, public involvement, and stewardship programs.
5. Technical assistance to other City Sections (Transportation, Planning, Development Services,
and Community Services) regarding projects, critical area protection standards, and
drainage standards.
6. Assisting in the review of new construction for compliance with surface water design
standards and the updating of design standards for new construction.
7. Storm system GIS mapping and management of Utility assets.
8. Emergency management, planning, and response associated with flooding and other
disasters.
9. Coordination with other cities, counties, along with state and federal agencies, on regional
surface water management topics related to flooding, water quality, and habitat.
10. Watershed management, including planning and investigative studies.
Utility serves approximately 24,431 customers and is responsible for the maintenance, repair, and
replacement of approximately 277 miles of drainage pipeline and culverts, along with approximately
22.5 miles of open channel conveyance systems. Utility is responsible for the maintenance, repair, and
replacement of approximately 17,028 drainage structures, 2 stormwater pump stations, and 246
publicly maintained flow control (detention) and water quality treatment facilities, including ponds,
vaults, and tanks. Utility owns and is responsible for the management of over 1,851 acres of properties
within the City that are not public right‐of‐way.
Some of the significant accomplishments of the Surface Water Utility include:
Completing over $85.5 million in Surface Water Utility Capital Improvement Projects
between 1992 and 2019.
Basin planning efforts in the May Creek, Cedar River, and Black River Basins.
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DRAFT
HISTORY, ACCOMPLISHMENTS, AND GOALS
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Completed the Cedar River Section 205 Flood Hazard Reduction Project that included
dredging the lower 1.25 miles of the Cedar River, construction of associated levees and
floodwalls, constructing multiple mitigation spawning channels and maintaining the facilities
to comply with the USACE FEMA Program. This project included dredging the Lower Cedar
River twice: in 1998 and 2016.
Produced updated digital flood insurance rate maps (DFIRMs) and flood studies along 5
miles of the lower Cedar River and 2.8 miles along Springbrook Creek.
Implemented a significant number of the flooding and riparian habitat improvements
identified in the Eastside Green River Watershed Plan, including replacement of major
culvert crossings at SW 34th Street and SW 27th Street.
In partnership with WSDOT, developed the 124‐acre Springbrook Creek Wetland and
Habitat Mitigation Bank.
Received over $50 million in grants and matching funds from various agencies and taxing
districts including FEMA, KCFCD, USACE, WSDOT, Ecology, King County, and the King
Conservation District and Drainage District #1 that were applied to City projects to reduce
flooding and improve water quality and stream habitat.
Completed green street connections projects that combined water quality retrofits with
drainage improvements.
Addressed miscellaneous emergency stormwater projects and numerous small drainage
problems.
1.4 UTILITY GOALS
Utility’s goals target problems in flood protection, water quality, and aquatic habitat and environmental
resource protection, while carrying out the policies established through elected officials and its citizens.
The Surface Water Utility provides five basic services:
Flood protection.
Regulatory and water quality compliance.
Aquatic habitat and environmental resource protection.
Maintenance of the storm water system.
Customer service.
Flood protection involves protecting public safety by preventing flood damage to property and
preventing disruption of mobility and critical services caused by stormwater flows that exceed system
capacity. This is accomplished primarily through the planning, design, construction, operation and
maintenance of channels, pipes, roadside ditches, culverts, detention ponds, and natural and man‐made
open water courses.
Regulatory and water quality compliance programs reduce pollution through public education and
involvement, implementation of regulations (inspections and code enforcement of commercial and
residential facilities), maintenance of infrastructure (through system catch basin cleaning, and other
activities), and capital projects that provide treatment and reduce pollutants. This program is largely
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DRAFT
HISTORY, ACCOMPLISHMENTS, AND GOALS
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B ELLEVUE • S EATTLE • S POKANE 1‐4
driven by required compliance with the Clean Water Act (CWA) and the NPDES Phase II Municipal
Stormwater permit as described in Section 1.3.1, but is also important for maintaining the aesthetics
and livability of the community. Often water quality capital projects are integrated into flood protection
projects. This program area also includes addressing sources of pollution and implementing
management practices that reduce non‐point pollution in stormwater from public and private sources.
The aquatic habitat and environmental resource protection program area involves identifying and
preserving existing habitat; identifying high‐quality stream habitat in the City; implementing
development standards that protect environmental resources including critical areas such as streams
and wetlands and their buffers; improving water quality; providing public education; and coordinating
public efforts to protect or enhance habitat.
The Utility provides customer service by providing responses to questions and complaints, public
education, flood hazard monitoring and response assistance during flood events.
1.5 PLAN DEVELOPMENT PROCESS
The Draft Surface Water Utility System Plan was developed by SAIC between 2007 and 2009, updated by
City Staff in 2012, 2014, and 2018, but never finalized. Osborn Consulting was contracted by the City in
late 2019 to update and finalize the draft plan.
In developing this Plan, representatives from various City Departments were included in identifying
current flooding, water quality, erosion, and habitat problems within the City. City staff also assisted in
identifying the level and cost of current programmatic responsibilities and developing priorities for
future capital and programmatic needs. Those involved during development of the Plan included staff
from Utility Services (including Surface Water Engineering), Maintenance Services, Development
Services, and Finance and Information Services.
In addition, as part of the development of the capital improvement program and programmatic needs,
workshops were held with City staff to discuss the existing program, NPDES permitting requirements,
and stormwater infrastructure maintenance on residential subdivisions.
Utility engineering and maintenance personnel and management participated in identifying and
reviewing capital stormwater improvement projects that need to be programmed in the future. The list
of major storm system deficiencies was augmented based on citizen complaints.. Utility staff also
reviewed King County complaints in annexed areas in order to identify problems related to flooding,
water quality, and habitat/environmental preservation.
The public will be involved in the process of developing this Plan through the State Environmental Policy
Act (SEPA) process. A draft of this Plan will be included in the NPDES section of the City’s website for the
public to view and provide comments. Copies of the draft SWUMP will be available for public download
and review, and the public is always invited to attend City Council meetings or committee meetings that
discuss this Plan.
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SECTION 2
DRAINAGE BASIN AND SERVICE AREAS
2.1 INTRODUCTION
This section contains descriptions of the study area, the existing surface water system, and the drainage
basins within the City of Renton and tributary portions of the City’s urban growth areas.
2.2 STUDY AREA GENERAL DESCRIPTION
The major drainage basins within the city limits and Urban Growth Boundary (UGB) include portions of
the May Creek Basin, the Cedar River Basin, the Black River Basin, the Soos Creek Basin, and a portion of
the Lower Empire subbasin of the Duwamish River Basin. The May Creek, Cedar River, and Soos Creek
Basins extend upstream outside the current city limits into the UGB and unincorporated King County.
The Duwamish River Basin extends downstream to the northwest beyond the city limits. In addition to
these larger drainage basins within the city limits, there are several smaller basins that empty directly
into Lake Washington and comprise the East Lake Washington and West Lake Washington Basins. The
basins are shown on Figure 2‐1. Table 2‐1 summarizes the total basin areas as well as the area of each
basin within the city limits and the area of the basin outside the city limits and within the UGB. The
South Lake Washington Basin is excluded from the study area, because it consists entirely of private
property and private stormwater conveyance systems.
The drainage basins within the Renton city limits and UGB have undergone extensive modifications due
to various residential and industrial developments in the area. The drainage basins were heavily
forested in the 1860s when coal deposits were discovered in the region prior to early settlement of the
Renton area. . Between the 1860s and the 1890s, coal mining and logging flourished throughout the
region. Following closure of the mines, the logging and lumber mills remained, and much of the existing
forests were cleared. Urban development began during the early part of the 20th century as the valley
areas were settled by crop and dairy farmers. The City of Renton was incorporated in 1901 (HDR, 1995).
Before the area was settled, the Cedar River and Lake Washington flowed via the Black River into the
Green River and the Duwamish estuary. At that time, this watershed accounted for 692 square miles
from the Lake Washington basin to the Duwamish Estuary. The majority of this area was the 607 square
mile Cedar River watershed. In addition, the White River was once a major tributary of the Green River,
adding an additional 494 square miles to the total Green River drainage area. Today, the White River is
part of the Puyallup River watershed. The Cedar River flows into Lake Washington and is a separate
watershed from the Green River.
Figure 2‐1. Basin Locations
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DRAFTCedar Main Urban
Soos Creek Main
Johns Creek
Panther Creek
West Hill
Madsen Creek
Honey Creek
Springbrook Creek Molasses Creek
South Renton
Bryn Mawr
Orting Hills
Ginger Creek
Cedar Grove
Rolling Hills Creek
Maplewood Creek
Peterson Creek
Lower Empire
Lower May Creek
May Creek
Thunder Hills Creek
Upper Springbrook Creek
South Kennydale
RH Creek
Greenes Creek
Lake Washington - East
West Kennydale
RH Creek
Summerfield Creek
Lake Washington - South
Lake Kathleen
Prepared: 7/30/2020Surface Water Utility
Comprehensive Plan
Figure 2-1Surface Water Drainage Basins Renton City Limits
Urban Growth Boundary
Watercourse
Streets
Drainage Basin Boundary±0 1 20.5 Miles
Lower Cedar River
Black River
Soos Creek
Duwamish River
West LakeWashington East LakeWashington
May Creek
LakeWashington
West Lake Washington
Bryn Mawr
West HillSoos Creek
Soos Creek MainMay Creek
Greenes Creek
Honey Creek
Lake Kathleen
Lower May Creek
May Creek
RH CreekLower Cedar River
Cedar Grove
Cedar Main Urban
Ginger Creek
Madsen Creek
Maplewood Creek
Molasses Creek
Orting Hills
Peterson Creek
Summerfield CreekEast Lake Washington
Johns Creek
Lake Washington - East
South Kennydale
West KennydaleSouth Lake Washington
Lake Washington - SouthDuwamish River
Lower EmpireBlack River
Panther Creek
Rolling Hills Creek
South Renton
Springbrook Creek
Thunder Hills Creek
Upper Springbrook CreekSouth LakeWashington
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DRAFT
DRAINAGE BASIN AND SERVICE AREAS
O SBORN C ONSULTING, I NC.
B ELLEVUE • S EATTLE • S POKANE 2‐3
TABLE 2‐1:
RENTON DRAINAGE BASIN AREAS
Basin
Total Basin
Area1
Basin Area
within Current
City Limits2
Basin Area between
Current City Limits
and the Urban
Growth Boundary
(UGB)3
Potential
Future
Surface Water
Utility Service
Area4
(square miles) (square miles) (square miles) (square miles)
May Creek 13.8 2.8 0.5 3.3
East Lake
Washington 4.4 2.9 0.0 2.9
Cedar River 25.3 7.5 7.0 14.5
West Lake
Washington 16.5 0.5 1.9 2.4
Black River 20.2 8.1 0.1 8.2
Soos Creek 12.3 1.5 1.4 2.9
Duwamish 16.0 0.1 0.8 0.9
Total Square Miles 108.5 23.4 11.7 35.1
1. Areas determined using the subbasin delineations provided by the City.
2. Areas determined using the city limits provided by the City.
3. Areas determined using the city limits and UGB provided by the city.
4. Areas determined as basin area within current city limits and UGB.
In anticipation of lowering Lake Washington as a result of the construction of the Hiram Chittenden
Locks, the Cedar River was diverted into Lake Washington between 1912 and 1916. The Black River,
which previously drained Lake Washington, dried up in 1916 when the water level in Lake Washington
lowered. The following list gives a general history of the Green and Cedar River areas:
1911 White River permanently diverted from Green River to Puyallup River.
1912 Masonry Dam closed on the Cedar River and drinking water diverted for the City of
Seattle.
1913 Drinking water diversion on the Green River constructed by the City of Tacoma.
1916 Lake Washington outflow directed to Hiram Chittenden Locks and lake levels lowered 9
feet.
1916 Cedar River discharge diverted from the Black River to Lake Washington, and due to the
lake lowering, the Black River dried up, except for drainage from Springbrook Creek.
1917 Duwamish Waterway constructed.
1940s Most of Green/Duwamish wetlands converted to developed land.
1962 Howard Hanson Dam built for Green River flood control.
These major actions improved flood protection and navigation. and provided drinking water, They also
created two distinct watersheds, WRIAs 8 and 9.
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DRAINAGE BASIN AND SERVICE AREAS
O SBORN C ONSULTING, I NC.
B ELLEVUE • S EATTLE • S POKANE 2‐4
2.3 EXISTING SYSTEM DESCRIPTION
Renton’s drainage system consists of built facilities and natural channels that convey and treat surface
water prior to its discharge into receiving waters. Prior to 1987, when Utility was formed, the City storm
drainage facilities were managed within the street and roadway programs, and there was no dedicated
staff that focused on the storm water system. As a consequence, the City lacked problem identification,
inventory data, and other system details due to the lack of a dedicated stormwater utility.
Since forming, Utility has developed Geographic Information System (GIS) of the Utility’s storm system
infrastructure. The GIS mapping shows the location of the infrastructure, type of asset, and other data
associated with the asset. The Storm System Inventory Maps generated using GIS, and the associated
GIS inventory, are incorporated as part of this Plan by reference. The inventory includes the sizes,
lengths, type and characteristics of facilities that are known to be the responsibility of the City. Maps are
located online here:
https://rentonwa.gov/city_hall/administrative_services/Information_technology/maps___g_i_s_data
The following sections provide a general description of the built drainage system components according
to function, which primarily includes conveyance and stormwater (water quality and flow control)
facilities. Table 3‐3 summarizes the estimated quantity of drainage system infrastructure and Figure 2‐2
and 2‐3 show all of the publicly maintained flow control and water quality facilities located within the
City, respectively.
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
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DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
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DRAINAGE BASIN AND SERVICE AREAS
O SBORN C ONSULTING, I NC.
B ELLEVUE • S EATTLE • S POKANE 2‐7
2.3.1 CONVEYANCE
Conveyance system components, both natural and constructed, collect and transport surface water or
stormwater runoff within a drainage basin from one location to a location further downstream. There
are several types of constructed conveyance system components described in the following sections.
Constructed conveyance systems are designed based on hydrologic predictions of peak flow events for
the drainage area; therefore, accurate hydrologic models and predictions are critical to the successful
design and function of conveyance infrastructure. Recent studies conducted by the UW Climate Impacts
Group indicate that future rain events in the Pacific Northwest will likely be more intense, and King
County is developing projections of changes in precipitation to inform stormwater management within
King County (Mauger et al., 2018).
2.3.1.1 Stormwater Pipe
The City’s stormwater pipes range in diameter from 2 inches to 7 feet and convey stormwater to outfalls
that discharge into the City’s streams and rivers or into Lake Washington. Concentrated flows disperse
at the outfall through energy dissipation systems. Some stormwater pipes have storage or water quality
treatment structures built into the system as described in Sections 2.3.2 and 2.3.3. The storage or
detention pipes within the City’s stormwater system are up to approximately12 feet in width and 8 feet
in height. The total length of pipe within the City is summarized in Table 2‐2.
2.3.1.2 Culverts
Culverts are short sections of pipe or concrete box structures used to convey stormwater under
embankments or roads. Culvert pipes are usually circular concrete or corrugated metal. Some culverts
are reinforced concrete 4‐sided boxes, or three‐sided (i.e., open bottom) with gravel substrate for
fish‐friendly passage. Headwalls sometimes are located at the inlet and/or outlet of culverts to prevent
undermining, deflect flow, and reduce erosion of slopes around the culvert. Frequently, there is an
energy dissipation structure at a culvert outlet if exit velocities are high. Culverts within the City’s
stormwater system are up to 21.5 feet in height by approximately 12 feet in height.
2.3.1.3 Pump Stations
Pump stations are used to convey runoff flow downstream from low‐lying or closed depression areas
that cannot be served by a gravity system. The City has two publicly maintained pump stations; one
located at the Rainier Ave S/BNSF railway underpass with a capacity of 6,500 gallons per minute (GPM)
and one located at the Oakesdale Ave SW/I‐405 underpass with four 1,100GMP pumps.
2.3.1.4 Catch Basins
Catch basins are typically concrete structures with underground sumps that connect the piped storm
drain system. Often, they have open grates and are located along the curb line to collect runoff from
roads or gutters. The City mostly has type 1, type 2, and type 3 catch basins with differing catch basin
inlets, depending on the road grade and orientation to the road curb. In some older systems there may
be brick catch basins that were converted from older sewer systems or older combined systems. Most
catch basins also provide some level of water quality treatment, as sediment is deposited within the
sump (see Section 2.3.2.3). The total number of catch basins within the City is summarized in Table 2‐2.
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TABLE 2‐2:
SURFACE WATER MANAGEMENT INVENTORY DATA1
Type of Facility Quantity Unit
Catch Basins/manholes2 17,028 Each
Drainage Pipe2 277 Miles
Facilities – City Maintained3 434 Each
Facilities – Private3, 4 740 Each
1. Table does not include ditches.
2. Quantities were estimated in 2020 using information available from the City's GIS. Note
that this quantity does not include private systems.
3. Facilities include ponds, vaults and tanks. Quantities estimated in 2020 using
information available from the City’s GIS
4. The quantity for private facilities includes residential subdivisions, commercial and
industrial sites, and facilities not owned by the City.
2.3.1.5 Ditches
Ditches are constructed earth channels, generally lined with vegetation, but sometimes with asphalt,
rock, or concrete, that convey stormwater in areas not served by piped systems.
2.3.2 WATER QUALITY TREATMENT FACILITIES
Water quality treatment facilities remove pollutants from stormwater runoff. Water quality treatment
facility types consist of vegetated flowpath, wetpool, wet‐vaults, oil control, bioretention, filtration, and
emerging technology.
2.3.2.1 Vegetated Flowpath Facilities
Vegetated flowpath facilities, such as biofiltration swales and filter strips, remove pollutants through
particle settling and to a lesser extent, absorption or adsorption onto grass or soil. Biofiltration swales
are grass‐lined, gently sloped ditches that provide water quality treatment of polluted stormwater
runoff. The shape, slope, width, and length of the swale are designed to provide water quality
treatment. Biofiltration swales may be wet or dry swales with different grass mixtures determined by
type, soil, width and slope characteristics. Filter strips are sloped grassy areas that remove pollutants
from adjacent impervious surfaces.
2.3.2.2 Wetpool Facilities
Wetpool facilities such as wet‐ponds, wet‐vaults, and stormwater wetlands are facilities that store a
large permanent volume of water that allows for the settling (removal) of pollutant particles from
stormwater runoff. Stormwater wetlands are constructed shallow ponds that treat stormwater through
the biochemical and physical processes of aquatic plants.
2.3.2.3 Catch Basins and Oil Control Facilities
The sump at the bottom of most catch basins is used to capture sediment and other debris from
incoming stormwater. A trapped outlet (e.g., elbow or tee) that prevents most floating debris and oil
from leaving the catch basin is sometimes used.
Oil control facilities include baffle and coalescing plate oil/water separators. These structures are
specifically designed for the removal of oil and other petroleum pollutants that are carried in
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stormwater runoff from parking areas and streets. Oil/water separators are generally underground
vaults and trap sediments and floatable materials in addition to removing oil.
2.3.2.4 Bioretention
Bioretention facilities include cells, swales, and planters. Cells are landscaped shallow depressions.
Swales are similar in design to cells, but also convey stormwater runoff. Planters are vertical walled
containers that allow for infiltration. These facilities treat stormwater runoff through chemical,
biological, and physical processes associated with plants and engineered soils.
2.3.2.5 Other Surface Water Quality Treatment Facilities
Other surface water quality treatment facilities include filtration and emerging technology. Filtration
facilities, such as sand filters, sand filter vaults, and linear sand filters, trap pollutants in or on sand
particles. Emerging technologies include proprietary and public domain facilities. Proprietary facilities
are protected by intellectual property rights and typically contain a filtering device that removes
stormwater pollutants. Public domain facilities, such as media filter drain and compost amended
biofiltration swales (CABS), remove pollutants through chemical, biological, and physical methods.
2.3.3 FLOW CONTROL FACILITIES
Flow control facilities consist of retention/detention ponds and underground storage facilities (vaults
and pipes) as well as infiltration ponds, tanks, vaults, trenches, manufactured systems, and catch basins.
The purpose of these facilities is to temporarily store stormwater so that it can be released at a
controlled rate to downstream receiving water bodies or into the ground. Flow control facilities thereby
reduce increases in runoff rates from new and redevelopment construction projects to prevent
downstream flooding and erosion and to protect habitat. The total number of facilities within the City,
both privately‐owned and City‐owned, are summarized in Table 2‐2.
2.3.4 ON‐SITE BMPS
Changes to land cover associated with proposed development and redevelopment projects within the
basin can impact storm and surface water runoff, which results in changes to basin hydrology and water
quality. Therefore, the impacts from installation of new impervious, new pervious, existing impervious,
and replaced impervious surfaces associated with development must be mitigated by on‐site best
management practices (BMPs). On‐site BMPs are methods for reducing or preventing development‐
related increases in runoff at the source of the increase and include, among others, dispersion of runoff
using preserved native vegetation or other pervious surfaces, permeable pavements, bioretention,
infiltration systems, and reduction of the development or redevelopment footprint. The selected and
implemented on‐site BMPs vary between projects and must be selected based on site conditions
following the guidance outlined in the City’s Surface Water Design Manual.
2.4 DRAINAGE BASINS
The purpose of this section is to characterize the stream and river drainage basins in the City and its UGB
and to summarize the status of the Renton Surface Water Utility basin planning efforts.
Drainage basins and subbasins are defined as areas of land where precipitation collects and drains to a
common outlet, such as a river and its tributaries, a bay, or other body of water. Precipitation is
conveyed through a drainage basin by natural means, such as streams and rivers, or by constructed
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means, such as storm drain systems. The basins, subbasins, and various conveyance systems are
described in terms of several attributes including physical features, water quality, habitat, ongoing
planning efforts, and land use. Land use attributes are typically described in terms of historical, current
and future conditions to better understand impacts of development to the basin.
Basin water quality can be quantified using the Water Quality Index (WQI). The WQI, originally
developed by the Environmental Protection Agency (EPA) Region 10, was adapted by Ecology for use in
Washington State. Ecology’s WQI is a rank of water quality for eight constituents in relation to the
criteria established by Washington’s Water Quality standards (WAC 173‐201A) and guidelines for
conditions in a specific ecoregion. The WQI attempts to integrate a series of key water quality
parameters into a single number, ranging from 1 to 100, with higher numbers indicating better water
quality. This can then be used to compare different sampling locations over time. The key water quality
parameters influencing the WQI at a specific sampling location are dissolved oxygen, pH, total
phosphorus, total nitrogen, turbidity, total suspended sediment, temperature, and fecal coliform
bacteria (Hallock, 2002). Measurements of these parameters are aggregated over time for each sample
station. Sample stations scoring 80 and above meet water quality standards or guidelines and are of
“low concern,” scores 40 to 80 indicate “moderate concern,” and water quality at stations with scores
below 40 are of “high concern.” King County is using Ecology’s version of the WQI. This WQI may be
modified in the future as criteria change and other information becomes available.
The major drainage basins located within the city limits and UGB are:
May Creek Basin
East Lake Washington Basin
Cedar River Basin
West Lake Washington Basin
Black River Basin
Soos Creek Basin
Duwamish River Basin
Information is presented according to the individual drainage basins and their respective subbasins.
Subbasins and minor basins are described as they occur within each of the major basins. Basin statistics
are summarized in the Basin Report Cards located in Appendix B.
Estimates of predicted peak flows for each basin within the city limits presented in the following
sections were obtained from previously conducted hydrologic and hydraulic studies. The available
information comes from studies with varying dates and in each case the date of this information is
presented. The studies that produced these flow results were performed to varying levels of detail and
employed different hydrological methods and models. Several of the modeling efforts were completed
prior to the implementation of current standards for new developments involving greater stormwater
detention. As such, it is possible that the future flows presented in these previous modeling efforts are
overestimated. Modeling results included in the following sections are based on the basin delineations
shown in Figure 2‐4. The delineations shown in Figure 2‐4 have been revised since these modeling
efforts were completed, as illustrated in Figure 2‐1. However, as no recent modeling efforts have been
completed based on the revised basin delineations, Figure 2‐4 is included for reference for the entirety
of Section 2.4
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Information from other planning studies, reports on previous flooding events, and data provided by City
staff were also used. A list of reports used to prepare this information is included in the References
section.
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Comprehensive Plan
Figure 2-1Surface Water Drainage BasinsFigure 2-4
Previous Delineation of Surface Water Drainage
Basins used for modeling
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2.4.1 MAY CREEK BASIN
The May Creek Basin originates northeast of the city limits on the forested slopes of Cougar and Squak
Mountains and the Renton Plateau. It drains a total of 14 square miles as it flows northwest through the
City to Lake Washington. This basin includes the Honey Creek, Greenes Creek, RH Creek, May Creek,
and Lower May Creek subbasins within the City. The May Creek Basin is located in WRIA 8, north of the
Cedar River drainage basin, south of the Coal Creek and Tibbetts Creek drainage basins, and west of the
Issaquah Creek drainage basin. The eastern portion of the basin contains low density residential and
agricultural developments and large regional parks in the highlands. Historical logging, farming, and
mining practices have been replaced by residential development in tributary basins, which still contain a
significant amount of open space. The western lowland portion of the basin contains fairly dense
residential development with a stream gradient increase that has formed a canyon before opening up
into Lake Washington (King County, 2016).
The May Creek Basin contains a number of tributaries, including Honey Creek, Gypsy Creek, and Greenes
Creek located within the city limits, and Newport Hills Creek, Boren Creek, Long Marsh Creek, and others
located outside of the city limits. Portions of Honey Creek have been channelized, but it remains
predominately a natural stream in the upper reaches. The newer subdivisions within the lower basin
contain piped drainage systems, but the older developed areas still contain a number of systems with
open ditches. The mainstem of May Creek is in park land and runs through a steep, narrow, wooded
canyon before reaching its outlet at Lake Washington.
Poorly functioning surface water conveyance systems have caused large landslides and major localized
erosion along May and Honey Creeks in several locations (King County, 2001).
2.4.1.1 Basin Water Quality
May Creek is listed as impaired for fecal coliform bacteria and temperature on Ecology’s 303(d) list
(Listing ID 13124) of water bodies that exceed state water quality standards. A 25‐year (1979‐2004)
trend analysis of May Creek data indicated that water temperature, conductivity, and ammonia‐nitrogen
have increased significantly, but pH, total suspended solids (TSS), and nutrient concentrations (ortho‐
phosphorus, nitrate, and total nitrogen) have decreased (King County, 2016). WQI indicates that as of
July 2020, May Creek’s 2018 water year Water Quality Index score was 70 out of 100. May Creek is listed
for temperature, fecal coliform bacteria, and bioassessment on the state’s 2016 303(d) list. Input of
waste to the creek from livestock and septic systems on the upland plateau likely contribute to the
presence of fecal coliform within the creek.
Sediment acts as a vehicle of delivery for phosphorous and toxins to water bodies in this basin. High
temperatures are also affecting water quality in this stream, partially due to basin development
activities and replacement of native vegetation in non‐riparian areas.
2.4.1.2 Basin Fish Habitat
The 2001 May Creek Basin Action Plan describes fish habitat in the basin (King County, 2001). The May
Creek system provides habitat elements that support coho and sockeye salmon, and sea‐run cutthroat
and rainbow trout. Despite the lack of physical habitat elements that would typically support a large
chinook salmon population, there has been a historical run of chinook in the creek. There are good
spawning grounds at the deltas formed by the confluence of tributaries with the mainstem. However,
sediment eroded from streams in the Highlands and East Renton Plateau is gradually reducing the
capacity of the May Creek channel in May Valley and degrading fish habitat. Furthermore, habitat
complexity is limited by the lack of large woody debris in the basin streams. This results in a relative
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scarcity of pools, which are an important component of stream habitat. The portion of the stream within
the shoreline planning area provides spawning habitat, but all species migrate upstream past the ravine
to spawn and rear in May Valley reaches.
2.4.1.3 Basin Planning Status
May Creek and its subbasins were the subject of an extensive study, the May Creek Current and Future
Conditions Report (May Creek Report) (King County, 1995a). This study, administered by the King County
Department of Public Works, Surface Water Management (SWM), with the support of the City,
documented hydrology, erosion, sedimentation, water quality, and aquatic habitat in the basin.
The City and King County also entered into an interlocal agreement for the development of the May
Creek Basin Action Plan (May Creek Plan) (King County, 2001). The May Creek Plan was adopted by King
County, the City of Renton, and the City of Newcastle. It used the information assembled in the May
Creek Report to develop plans for remediation and restoration in the basin. The May Creek Plan focused
on a five‐year window to implement recommendations. Projects completed since 2001 include
placement of large woody debris and outfall projects to correct ongoing hillside erosion.
2.4.1.4 Basin Hydrology
As part of the May Creek Report work, King County modeled stream flows using the Hydrologic
Simulation Program ‐ Fortran (HSPF). The HSPF model used recorded stream flow data from May Creek,
rainfall data, and land use and channel geometry information to make long‐term hydrologic simulations.
Predevelopment (forested), current (1995 conditions), future, and future mitigated (with runoff
controls) land use scenarios were modeled to evaluate the effects of land use changes on hydrologic
conditions in the basin (King County, 1995a).
The proportion of effective impervious area has increased from 0% under predevelopment conditions to
a basin‐wide average of 7% under 1995 conditions (King County, 1995a). Most of this impervious surface
area is in the western and southern portions of the basin, in or near the Renton city limits.
Peak flows have increased as a result of this increase in impervious area and land clearing. Erosion has
occurred in the hillsides above May Valley, causing flooding and sediment deposition in the valley area,
erosion in the canyon downstream of the valley, and flooding and sediment deposition in the area near
the mouth of May Creek.
Future land use assumptions (in 1995) were based on full development in the basin in accordance with
the future land use plan developed by the City and King County as part of the growth management
process. This development was predicted to increase the effective impervious area for the entire May
Creek basin from 7–12%. Some of this increase in imperviousness has occurred since the estimate in the
1995 plan.
Table 2‐3 presents results from the May Creek Report HSPF model for predicted peak flows for each
May Creek tributary that lies within the City for the 2‐, 10‐, 25‐, and 100‐year recurrence events. The
table shows flows for 1995 conditions and future conditions without mitigation of flows through the use
of stormwater regulatory controls such as retention/detention ponds and infiltration systems.
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TABLE 2‐3:
PREDICTED PEAK FLOWS (CFS) FOR THE MAY CREEK TRIBUTARIES WITHIN THE CITY OF RENTON
Tributary Name
2-Year
Peak Flows
10-Year
Peak Flows
25-Year
Peak Flows
100-Year
Peak Flows
1995 Future1 1995 Future1 1995 Future1 1995 Future1
Lower May Creek 341 452 556 706 666 845 835 1069
Honey Creek 63 81 85 101 95 110 109 123
Gypsy Creek 16 25 25 39 30 47 38 60
1. Future condition flows were predicted in 1995 assuming no regulatory stormwater runoff controls such as retention/detention and
infiltration systems for new development. Therefore, these future condition predictions are likely overstated.
Source: May Creek Current and Future Conditions Report (King County 1995a)
2.4.1.5 Lower May Creek Subbasin
The Lower May Creek subbasin (see Figure 2‐1) has a total area of 0.82 square miles, with 0.77 square
miles within Renton city limits. Gypsy Creek joins May Creek within the Lower May Creek subbasin, and
Honey Creek joins May Creek at the upstream end of the Lower May Creek subbasin. The East
Kennydale catchment is a portion of the Lower May Creek subbasin, but was analyzed as a separate
subbasin in the hydrologic analysis.
Lower May Creek flows through a canyon and an alluvial fan downstream of the canyon. The stream is
contained within the canyon walls until it reaches the alluvial fan, which is located on the downstream
(west) side of I‐405. The canyon slopes up to a plateau with suburban residential development.
Hydrology ‐ 1995 Conditions: Although the hillslope areas that drain into the Lower May Creek subbasin
canyon are highly developed, the May Creek canyon itself has not been developed. This is because the
canyon is narrow and has steep and unstable side walls. Increased peak flows from the tributaries
contribute to the erosion in the canyon. Sediment from this erosion is moved by the stream to the
alluvial fan near its mouth, where it deposits along the Lake Washington shoreline.
The majority of the development that has occurred along Lower May Creek is on, or adjacent to, the
alluvial fan near the mouth of the stream. The additional runoff from new development on the alluvial
fan adds a relatively small amount to the peak flows traveling down the mainstem of May Creek. As a
result, development on the alluvial fan causes few hydrologic and flood‐related problems to the
mainstem of May Creek. However, some localized flooding outside of the creek's floodplain does occur
because of undersized conveyance systems.
Prior to development, 2‐year peak flows traveling in the mainstem of May Creek were 30–50% smaller
than the peak 2‐year flows under 1995 conditions (King County, 1995a). Additionally, the 2‐year
predevelopment peak flows entering the Lower May Creek subbasin from the tributaries, such as Gypsy
Creek and Honey Creek, were much smaller (less than 50%) than the 2‐year peak flows under 1995
conditions. In 1995, the mean annual flow of May Creek was 14 cubic feet per second (cfs) upstream of
Coal Creek Parkway, and approximately 26 cfs in the lower reach.
Hydrology ‐ Future Conditions: Future development in the Lower May Creek subbasin will probably be
limited to areas outside of the canyon. Consequently, any expected increases in peak flows will result
primarily from increased peak flows entering the canyon from May Valley and tributaries draining the
plateau region to the east. Some additional development is also expected for the alluvial fan area
downstream of the canyon.
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Table 2‐3 presents predicted increases in future peak flows compared to 1995 conditions. As noted in
the table, these projected increases are likely overstated, because the 1995 modeling effort did not
consider stormwater runoff controls such as retention/detention and infiltration systems for new
development and redevelopment.
2.4.1.6 Honey Creek Subbasin (Drains to Lower May Creek)
Most of the Honey Creek subbasin is located within the City of Renton on a flat, upland area known as
the East Renton Plateau. A total of 1.38 square miles of the 1.58 square mile subbasin in within City
limits and the Honey Creek confluence with May Creek is also within the Renton city limits. Honey Creek
is the largest of the plateau tributaries and drains several major commercial areas along Sunset
Boulevard NE, in addition to several fully developed neighborhoods. This subbasin has the highest
density of urban land cover in the watershed.
Hydrology ‐ 1995 Conditions: King County estimated 2‐year peak flows for lower Honey Creek have
tripled to 63 cfs under 1995 conditions from the predeveloped (forested) condition, while the County
estimated 100‐year peak flows have doubled to 109 cfs. These increases have been caused by
residential and commercial development and the creation of impervious surfaces. A result of the
increased peak flows is additional scour and erosion from the steep slopes between the plateau and the
mainstem of May Creek. Major sediment movement into May Creek has an adverse impact on the
creek’s habitat and wildlife, as well as resulting in property damage due to gully erosion and culvert
blockage.
Hydrology ‐ Future Conditions: Future land use planning for the Honey Creek area includes high‐density
single‐family homes and commercial development. Future effective impervious area is expected to
exceed 40% in the middle Honey Creek subbasin. However, because of the relatively high amount of
development that already exists in the area, future development will not greatly increase runoff from
this subbasin.
Relatively, the 100‐year peak flows will not increase as much as 2‐year flows for the subbasin. This is
partially due to a constriction in the stream channel in the vicinity of the King County sewer trunk line.
As modeled, the channel at that location is contained within two culverts that limit downstream peak
flows to approximately 60 cfs (King County, 1995a). This limit on peak flows helps to protect the
downstream channel, but may also result in localized flooding around the culverts.
2.4.1.7 Gypsy Creek (Drains to Lower May Creek)
Gypsy Creek is the furthest downstream of the May Creek tributaries on the north side of the May Creek
Basin. It enters May Creek in an alluvial fan area that is moderately sloped. The gradient then steepens
considerably as Gypsy Creek climbs out of the canyon to an upland plateau. The canyon channel has
been recently incised and delivers significant amounts of sand to May Creek. The plateau area is partially
developed with residential and rural residential areas. Only a small portion of the Gypsy Creek subbasin
within the City of Renton has a piped drainage system.
Hydrology ‐ 1995 Conditions: The Gypsy Creek confluence with May Creek is within the Renton city
limits. Within the Gypsy Creek subbasin, the effective impervious area is approximately 11% under 1995
conditions, with peak flows for the 2‐year storm of 16 cfs (Table 2‐3). Predicted peak flows for the
25‐year and 100‐year events under 1995 conditions are 30 and 38 cfs, respectively.
Hydrology ‐ Future Conditions: The effective impervious area is expected to increase from 11% to 20%
under future conditions for this subbasin. Because of this increase in imperviousness, Gypsy Creek peak
flows are expected to increase. It is noted however, that the increases presented in Table 2‐3 may be
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overstated, because the 1995 modeling effort did not consider stormwater runoff controls such as
retention/detention and infiltration systems for new development and redevelopment.
2.4.1.8 East Kennydale Catchment
The East Kennydale catchment is a portion of the lower May Creek subbasin and is predominantly on the
upper plateau. A large portion of this catchment (a 48‐acre area) historically drained to a closed
depression near the intersection of Aberdeen Avenue NE and NE 24th Street. Recurrent flooding was
occurring at the low point and in the late 1990s, the City constructed a trunk drainage system that
provided a new gravity outlet that extended north and west to NE 27th Street and then along Kennewick
Place NE and ultimately to an existing outfall down a steep slope to May Creek. These improvements
were made following a study, NE 27th Street/Aberdeen Avenue NE Storm System Improvement Project
(R. W. Beck, 1997b).
Hydrology - 1995 Conditions: Basin hydrology was developed as part of the NE 27th Street/Aberdeen
Avenue NE Storm System Improvement Project. The study reported an impervious area percentage of 31
percent and the 25‐year and 100‐year peak flows to be 9.7 and 11.8 cfs, respectively. Note that the
current flows as of today are much higher than this because the 48‐acre area that previously drained to a
closed depression now drains to May Creek. The current peak flows are more likely to resemble those
estimated for future conditions.
Hydrology – Future Conditions: The modeling that was done for the NE 27th Street/Aberdeen Avenue
NE Storm System Improvement Project included the new trunk line to drain the closed depression and
also looked at future land use conditions. Under future land use conditions, the impervious area was
estimated to increase to 37 percent. Estimated peak flows for future conditions for the 25‐ and
100‐year event are 26.1 and 31.9 cfs, respectively. These flows are likely overstated because they do
not account for future on‐site detention that may be required for new development and
redevelopment.
2.4.2 EAST LAKE WASHINGTON BASIN
The East Lake Washington Basin is within WRIA 8. The East Lake Washington Basin is composed of
several subbasins that drain directly to the southeastern portion of Lake Washington, as shown in Figure
2‐1. These include the West and South Kennydale subbasins near the north end of the City, the NE 44th
Street Exit Drainage Area subbasin (formerly called Gypsy subbasin) lying north of the May Creek outlet,
and the North Renton subbasin situated south of Kennydale. The North Renton subbasin drains directly
to Lake Washington at Gene Coulon Memorial Beach Park via Johns Creek. The North Renton subbasin is
one of the more significant drainage basins in the City because it drains a highly developed area near the
core of the City.
The NE 44th Street Exit Drainage Area subbasin is predominately an open ditch surface runoff system
draining the steep area east of I‐405 with upstream contributing Newcastle residential and Renton
commercial areas. The lower portion of the subbasin has been channelized or is contained within
culverts. In 2008, Utility constructed the Ripley Lane Storm System Improvement Project that included
the construction of a 72‐inch and 60‐inch‐diameter storm drain system that conveys flow from Ripley
Lane to Lake Washington across the Seahawks Training Center. The project was constructed in
coordination with the Seahawks and WSDOT and conveys future condition flows for the NE 44th Street
Exit Drainage Area subbasin. This project reduced frequent flooding occurring along Ripley Lane N.
The majority of the West and South Kennydale subbasins are dominated by open ditch runoff collection
systems that outfall to Lake Washington across Lake Washington Boulevard N via several culvert
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crossings. There are no substantial stream systems in the West or South Kennydale areas. South of the
South Kennydale subbasin is the North Renton subbasin that drains a highly‐developed area near the
core of the City. The majority of the North Renton subbasin is drained by a fully‐developed piped
drainage system that discharges into Johns Creek and contains portions of the Boeing facilities, PACCAR,
the Landing, I‐405, the steep portion of Sunset Boulevard, and numerous residential and other
commercial properties. The furthest downstream reach of Johns Creek flows in a constructed, low
gradient channel for one‐half mile prior to discharging to Lake Washington.
2.4.2.1 Basin Water Quality
Lake Washington, at Gene Coulon Park (in the North Renton subbasin), is on the state’s 2016 303(d) list
for fecal coliform bacteria. Water quality at this beach is affected by Johns Creek, which is listed for
temperature, fecal coliform bacteria, and dissolved oxygen. In 2004, King County ended the swimming
season on August 24 due to high concentrations of fecal coliform at the park. In 2005, King County again
had to temporarily close the swimming beach for a week in July (King County, 2005). This prompted the
City to perform the Gene Coulon Park Microbial Source Tracking Study (Herrera, 2006) to determine
sources of the pollution and identify potential solutions. The study determined that the highest bacterial
loadings come from residential areas that drain to Johns Creek. However, human fecal sources
accounted for only 7% of the bacteria, and avian sources accounted for 50%. Avian loadings may be
controllable by increased park maintenance, rooftop guards, and modified waste management
practices.
Lake sediments are a sink for pathogens and toxins, and sediment quality can affect lake ecology. Due to
limited transport and mixing of sediments, poor sediment quality is usually localized in stream deltas
and old industrial sites. A 2004 study found that some Lake Washington sites contained elevated levels
of Polychlorinated biphenyls (PCBs), but that tributyltin, metals, and polyaromatic hydrocarbon levels
were not above normal. Levels of Dichlorodiphenyltrichloroethane (DDT) are decreasing from historic
levels when DDT was unregulated, and recent inputs are not apparent (Parametrix, 2008).
Sediment deposits from upstream sources are also a vehicle for input of phosphorus to the lake. Past
eutrophication in the lake (for which phosphorus is usually the main cause) has been found to result
from historic direct discharge of sewage, a practice that was discontinued in the 1960s. While
phosphorous inputs from upstream tributaries are not currently causing eutrophication, this is a
potential result if tributary water quality deteriorates due to future buildout and associated increases in
sediment and phosphorous loading (Parametrix, 2008).
Tributary discharge and other runoff are also sources of nitrogen, pathogens, and toxins that affect
water quality in Lake Washington. There are 14 impaired water quality listings along Renton’s Lake
Washington shoreline, such as Johns Creek, (Ecology, 2020). Johns Creek, Cedar River, Gene Coulon
Beach park, May Creek, and Unnamed Creek are on Ecology’s 303(d) list for ammonia, temperature,
bacteria, and dissolved oxygen. Most of these sites are associated with industrial sites or tributary
mouths (Parametrix, 2008).
2.4.2.2 Basin Fish Habitat
The ecology of Lake Washington has been affected by shoreline‐scale processes and human activities.
Bank armoring (i.e., bulkheads) has contributed to the reduction in availability of shallow water habitat,
and in combination with the alteration to riparian areas, has led to a substantial reduction in natural
shoreline vegetation and large woody debris, which provide above‐ and in‐water cover for fish. In
addition, sockeye salmon with a lake‐type history rely on a gravelly lakeshore and groundwater
upwelling for spawning, but these features are limited by bulkheads and other modifications. Existing
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cover consists primarily of docks, piers, floats and other constructed structures. These structures
provide excellent habitat for nonnative warm species such as yellow perch, brown bullhead, smallmouth
bass, and largemouth bass. Such species use these structures as cover to prey on juvenile salmonids.
2.4.2.3 Basin Planning Status
The Kennydale area that is part of this basin includes the West and South Kennydale subbasins. The
West and South Kennydale subbasins drain to Lake Washington and are included in the Final Lake
Washington/Cedar/Sammamish Watershed Chinook Salmon Conservation Plan (WRIA 8 Steering
Committee, 2005).
The Renton/Lake Washington Pollution Abatement Program characterized the sources of stormwater
pollution arising from the North Renton subbasin through an Ecology Centennial Clean Water Fund
grant. The objectives of this project included improving the quality of runoff generated within the basin
and providing baseline data for future compliance with NPDES stormwater permit requirements. It
included a hydrologic analysis based upon annual runoff and sampling and chemical analyses of
stormwater and sediment. The project has produced three reports: a Hydrologic Analysis (R. W. Beck,
1993), a Pollution Source Characterization (Herrera, 1993a) and an Implementation Plan (Herrera, 1994).
2.4.2.4 Basin Hydrology
For the East Lake Washington Basin, separate studies predicted stream flow rates for the various
subbasins using different hydrologic modeling methods. These hydrologic analysis methods are
described below for each subbasin.
2.4.2.5 Kennydale Subbasin
The Kennydale area that is part of this basin has been divided into two subbasins by the City of Renton.
The two subbasins, West and South Kennydale, both flow into Lake Washington and are discussed
below.
Hydrology ‐ 1995 Conditions: The West Kennydale subbasin is the northern portion of a gently sloping
hillside located between I‐405 and Lake Washington. This basin has been developed into a single‐family
residential area. The drainage system is comprised of both open ditches and culverts that discharge via
culverts directly to Lake Washington.
The South Kennydale subbasin includes a portion of gently sloping hillside, east of I‐405, and a more
steeply sloped narrow strip of land between I‐405 and Lake Washington. The area east of I‐405 is fully
developed into single‐family residences, whereas the hillside above the lake is less developed. In areas
where development has occurred along this hillside, it has primarily been developed into multifamily
units. The drainage system includes both open ditches and piped systems which discharge into Lake
Washington at a number of locations.
To predict flooding potential, peak flows were calculated for both subbasins (HDR, 1995); however, the
methodology used to calculate these flows was not described. South Kennydale was divided into four
subbasins, each draining independently into Lake Washington. Peak flows predicted for 1995 conditions
varied between subbasins, depending mostly on the size of the area drained (Table 2‐4). The area
drained by subbasin 4 produced more runoff, because of its larger acreage, than subbasin 2, although
subbasin 2 has been developed with multifamily housing and subbasin 4 is developed with single‐family
residences.
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Hydrology ‐ Future Conditions: Future land use in the West Kennydale area is expected to remain
medium‐density, single‐family homes. More change is expected in the South Kennydale area, where
development of areas into medium‐density single‐family residential areas is expected to occur. Future
flows from South Kennydale subbasin 4 more than double for the 2‐year and 10‐year peak events.
Table 2‐4 presents predicted future peak flows for the West and South Kennydale subbasins. It is noted
however, that the increases presented may be overstated, because the modeling did not consider
stormwater runoff controls such as retention/detention and infiltration systems for new development
and redevelopment.
TABLE 2‐4:
PREDICTED PEAK FLOWS (CFS) FOR THE KENNYDALE SUBBASINS
Subbasin Name
2-Year Peak
Flows
10-Year Peak
Flows
25-Year Peak
Flows
100-Year Peak
Flows
1995 Future1 1995 Future1 1995 Future1 1995 Future1
South Kennydale 1 0.3 1.2 .9 2 1.2 2.5 1.7 3
South Kennydale 2 3.7 4.1 6.6 7.2 8.4 9 10.2 10.8
South Kennydale 3 5.0 8.6 9.9 14.5 13 17.9 16.2 21.4
South Kennydale 4 6.4 15.5 14.6 27.7 20.3 35.2 26.5 43.1
West Kennydale 29.8 Same 60.6 Same 79.0 Same 97.8 Same
1. Future condition flows were predicted in 1995 assuming no regulatory stormwater runoff controls such as retention/ detention and
infiltration systems for new development. Therefore, these future condition predictions are likely overstated.
Source: (HDR 1995)
2.4.2.6 NE 44th Street Exit Drainage Area (formerly Gypsy) Subbasin
There is a small area of land to the north of the May Creek outlet that has been referred to as the Gypsy
subbasin in previous documentation, but to avoid confusion with Gypsy Creek in the May Creek basin,
this area is now referred to as the NE 44th Street Exit Drainage Area subbasin. This area drains through a
culvert near the intersection of I‐405 and Lake Washington Boulevard NE.
Hydrology ‐ 2005 Conditions: The area drained by this culvert is a steep slope that has been partially
developed for commercial use and multifamily residential units. The most recent hydrologic modeling of
this subbasin was done in 2007 as part of the Ripley Lane Drainage Improvement Project (Parametrix,
2007). This study included updating a prior StormSHED modeling of the basin by Entranco and by
WSDOT that used 2005 aerials for the existing land use. The resulting peak flows for the 100‐year storm
are presented in Table 2‐5. This study did not investigate other storm events for current land use
conditions.
Hydrology – Future Conditions: The Ripley Lane Drainage Improvement Project (Parametrix, 2007) also
included an estimate for the 100‐year storm for future land use conditions. This study did not estimate
peak flows for the 2‐, 10‐, or 25‐year storms. However, prior modeling done by WSDOT for future land
use conditions provided similar results for the 100‐year storm and results from this modeling effort also
included the 25‐year storm (and thus was added to Table 2‐5). The future condition 100‐year peak flow
estimate represents an increase in 36% over existing conditions. Part of this increase is the result of an
I‐405 project that increased the basin size by draining an estimated 70 acres of additional area to Gypsy
Creek (Parametrix, 2007). The remaining part of the increase is to increases in impervious area.
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TABLE 2‐5:
PREDICTED PEAK FLOWS (CFS) FOR THE NE 44TH STREET EXIT DRAINAGE AREA SUBBASIN
Subbasin
Name
25-Year Peak
Flows
100-Year Peak
Flows
Existing
(2005) Future
Existing
(2005) Future
Gypsy1 — 159.5 145.4 198.2
1. From Ripley Lane Drainage Improvement Project (Parametrix, 2007);
values determined using Stormshed.
2.4.2.7 North Renton Subbasin
The North Renton subbasin contains some of the greatest concentrations of valuable commercial,
industrial, and residential land within the City. Within the boundaries of the North Renton drainage
basin, shown in Figure 2‐1, are portions of the Boeing facilities, the PACCAR facility, The Landing, and
numerous residential and commercial sites. The basin includes a developed upland area that slopes
down to a flat valley floor.A piped drainage network conveys runoff from the area prior to discharging to
Johns Creek, which flows into Lake Washington.
Most of the area was developed before stormwater regulations came into effect. Therefore, runoff is
conveyed directly to Johns Creek or Lake Washington via an elaborate pipe network with no detention
or treatment. Almost all surface conveyance is through pipes, since many small streams were eliminated
by historic land development practices. Runoff in the upper portion of the basin is collected in roadside
ditches and conveyed to a network of collector storm drains installed along the roadways. Runoff in the
lower basin is collected and conveyed in a series of stormwater pipes. The pipe systems discharge near
the intersection of Lake Washington North and Houser Way North into an open‐channel system. From
this point, the water flows through a series of culverts and sections of constructed open channel (Johns
Creek) through Gene Coulon Park to Lake Washington. Johns Creek has a flat slope; therefore, water in
this channel can back up from Lake Washington during high flows. For this reason the creek does not
experience erosion, but is subject to sediment deposition due to its low gradient. The lake is an
important aquatic resource for the bird and fish species established in the wildlife habitat near the
outlet, as well as for the public that use the beach and boat launch facilities.
Hydrology: The South Lake Washington Roadway Improvement Report, (BHC, 2007) analyzed the
capacity of the storm drain both before and after roadway construction. The hydrologic analysis of the
North Renton subbasin was conducted using the Santa Barbara Urban Hydrograph (SBUH) method. The
subbasin was divided into additional subbasins for analysis, presented in Table 2‐6. The upland
subbasins were combined into the Johns Creek (at upstream outfall) subbasin. This subbasin includes
the area south of Sunset Boulevard and east of I‐405. Flows from this area enter the storm system at the
east end of N 8th Street. The three northernmost subbasins contain residential neighborhoods and drain
to a pipe system that extends west from Sunset Boulevard to a pond on the south side of Lake
Washington Boulevard prior to discharging into Johns Creek. Flow from the Boeing facilities and their
maintained outfalls are not included in the table. The PACCAR/residential site was modeled individually
along with the area south of N 8th Street, east of Logan, north of N 4th Street, and west of Garden
Avenue S. This area drains both to the Johns Creek system via Garden Avenue as an overflow and to the
N 6th Street outfall to the Cedar River.
These analyses determined that the limited capacity of the downstream system has an upstream effect
on flooding in localized areas of The Landing and the PACCAR/residential areas. Consequently,
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improvements in the PACCAR area included the installation of a 72‐inch‐diameter storm drain between
the intersection of Garden Avenue N and N 8th Street and Lake Washington Blvd. The Landing/South
Lake Washington Roadway Improvement Project improved the conveyance and water quality in the
valley area prior to discharge to Lake Washington.
TABLE 2‐6:
PREDICTED PEAK FLOWS (CFS) FOR THE NORTH RENTON SUBBASIN
Outfall Name
25-Year
Peak Flows
100-Year
Peak Flows
Johns Creek (at upstream Outfall) 4.0 4.3
North 6th Street Outfall to Cedar River 5.0 5.0
Logan Ave Outfall to Cedar River 24.4 28.2
Cedar River Park Outfall to Lake Washington 75.2 86.6
Source: South Lake Washington Roadway Improvement Drainage Report (BHC, 2007)
Hydrology ‐ Future Conditions: Almost the entire North Renton subbasin has been developed, and no
major changes in land use are expected to occur. Except for some minor infill in the residential areas in
the east and north portion of the subbasin, little additional development is likely.
In 2005, WSDOT conducted a study of the lower reach of Johns Creek in support of designating the
portion of the creek west of I‐405 as a direct discharge waterbody. The WSDOT Johns Creek Report also
computed stormwater flows in the North Renton subbasin which were found to generally agree with the
BHC study.
2.4.3 CEDAR RIVER BASIN
The Cedar River runs through downtown Renton, where it discharges into Lake Washington. The Cedar
River basin extends far beyond the city boundaries and forms the southwest edge of WRIA 8. The basin
includes 191 square miles, with 125 square miles that lie upstream of the City of Seattle Landsburg
drinking water diversion. Almost all of the land upstream of the diversion is owned by the City of Seattle
and maintained as natural environment to protect Seattle’s water resource. The upper watershed is
mostly second growth forest with about 15% of the upper watershed as old growth forest.
Subbasins of the Cedar River basin located entirely within Renton include the Cedar Outfall, Mt. Olivet,
and Arnold. Subbasins located partially within Renton include the Maplewood and Tiffany subbasins.
Collectively, these five basins are referred to as the Lower Cedar River subbasin (see Figure 2‐4). Several
additional subbasins are located within the UGB, including Fairwood, Madsen, and Orting Hill.
The lower Cedar River has been extensively altered. Approximately 64% of the lower Cedar River was
modified on at least one bank, which, coupled with decreased flows, has narrowed the river from a
historic average of 250 feet to 110 feet in width (Kerwin, 2001). The loss of floodplain and riparian
connectivity in the lower Cedar River has affected storage, sediment, and contaminants, and it has
simplified in‐stream habitat.
The drainage networks within this basin are quite varied. The Lower Cedar River subbasin drains
downtown Renton, large portions of the Boeing facilities, and adjacent industrial and commercial areas.
Closed‐pipe networks deliver surface runoff directly to the river. The upper portions of the basin collect
runoff in piped systems, but typically discharge to natural stream channels before being conveyed to the
Cedar River.
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2.4.3.1 Basin Water Quality
The lower Cedar River has good water quality with the highest quality water in the upper reaches and
decreasing water quality as the river flows through developed urban and suburban areas. Ecology has
two water quality monitoring stations along the Cedar River, one near Landsburg and the other in
Renton at Logan Street. The WQI score at these locations for water years 2016, 2017, and 2018 were
above 85 for the Logan Street station and above 93 for the Landsburg station (Freshwater Information
Network, 2020). Both of these scores are above the threshold value of 80 for “good” water quality, per
the Washington DOE river and stream water quality index, indicating that the water quality at these
locations meet expectations and these areas are of lowest concern for water quality issues. The Cedar
River segment from the confluence with Molasses Creek to Lake Washington is included in the state’s
2016 303(d) list for temperature, dissolved oxygen, and pH.
2.4.3.2 Basin Fish Habitat
The lower Cedar River mainstem provides habitat for chinook, coho, and sockeye salmon and steelhead,
bull, and cutthroat trout (Kerwin, 2001).
The Cedar River’s chinook salmon population is one of the native stocks that comprise the evolutionarily
significant unit of Puget Sound chinook, which is listed as threatened under the Endangered Species Act.
Fish access and passage barriers, loss of channel complexity and connectivity, increased sedimentation
and altered sediment transport processes, and degradation of riparian conditions have been identified
as factors of decline for the Cedar River (WRIA 8 Steering Committee, 2002).
Channelization and the disconnection of the Cedar River floodplain for flood control, due to land use
changes, have also decreased the amount of and prevented access to off‐channel habitat by salmonids
and other organisms. This is of particular concern for chinook salmon, which use these areas for juvenile
rearing. More individuals now exhibit a lake‐type life history and use Lake Washington for rearing
(Parametrix, 2008).
Projects to restore channel complexity are ongoing. Several opportunities to increase riparian
vegetation, shallow water, and off‐channel habitat in the lowest reach of the Cedar River have been
identified. USACE fish enhancement projects were completed in 1999, including constructing a
groundwater‐fed spawning channel for sockeye salmon in the floodplain on the south bank of the river
at river mile 4.6 and reconstructing a rock revetment that protects the Maplewood Golf Course on the
north bank at river mile 4.2 to provide habitat benefits for rearing salmon juveniles (USACE, 2000).
In 1999, USACE performed a study to evaluate gravel quality, quantity, and transport on the Cedar River
mainstem, including the effect of bank armoring, to determine if a lack of gravel supply is limiting
salmon spawning. The study determined that man‐made structures cut off sources of gravel for the
mainstem. In 2001, the groundwater‐fed spawning channel was destroyed by the Nisqually Earthquake,
which migrated the mainstem Cedar River into the groundwater channel. A new channel, called the
Elliot Spawning Channel, was constructed in 2001, but was significantly damaged after the 2006 and
2009 Cedar River high flows. Repair and enhancement of the Elliot Channel were completed in 2016 as
part of the mitigation associated with environmental permits obtained for the Cedar River Maintenance
Dredging Project (GeoEngineers, 2017).
2.4.3.3 Basin Planning Status
The WRIA 8 Steering Committee’s Final Lake Washington/Cedar/Sammamish Watershed chinook salmon
Conservation Plan (2005) was written to organize cooperation toward restoring ecosystem health in the
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watershed. The City ratified this plan in Resolution 3761. The Plan was updated in 2017 and ratified in
Resolution 4336.
In 1998, the City partnered with USACE to construct the Cedar River Section 205 Flood Hazard Reduction
Project in an effort to reduce chronic flooding along the lower Cedar River, including areas within the
Renton Airport and the Boeing aircraft manufacturing facility. The project constructed levees and
floodwalls along the left and right bank of the lower 1.25 miles of the river in addition to removing over
120,000 cubic yards of dredge material. After completion of the project, the City requested that USACE
certify the right lower Cedar River setback levee that was designed and constructed to contain the 100‐
yr base flood. USACE concurred with the City’s request and certified the right bank levee as containing
the 100‐yr base flood in 2004. Maintenance dredging occurred in summer 2016 (Brooks et al., 2019).
In 2006, as part of FEMA’s Countywide DFIRM update, the City prepared and submitted a LOMR for the
purpose of revising the current effective FEMA maps for the lower Cedar River. The LOMR, based on
updated hydrology and the USACE certification of the right bank levee, was approved by FEMA in 2007.
The resulting floodplain maps showed areas previously designated as flood hazard areas (Zone AE)
designated as shaded Zone X (areas protected by levees).
In July 2012, the City received notification from USACE that the certification issued for right and left
bank levees along the lower 1.23 miles of the Cedar River would expire on August 31, 2013, and future
re‐certification will be the responsibility of the City. Certification of the levees is essential so that FEMA
accredits the levees as providing protection from the 100‐year flood and avoid mapping the properties
protected by the levees (Renton Municipal Airport and Boeing 737 Plant) in the regulatory floodplain.
Levees certified to current FEMA standards have to demonstrate that they meet the design, operation,
and maintenance requirements described in Title 44, Chapter 1, Section 65.10 of the Code of Federal
Regulations. The challenge presented by this effort includes certifying the levee system based on current
standards. Upon conducting various structural, geotechnical, and hydraulic analyses in 2018, the City
determined that certain sections of the levees need to be raised to meet current freeboard
requirements and that the levee embankment needs to be widened at certain levee to floodwall
transitions. Currently, the City is designing and permitting the required improvements in Phase 3 of the
Cedar River 205 Project Levee Recertification Project to achieve FEMA accreditation and has secured
funding for design and construction from KCFCD. Meanwhile, the City expects to maintain current
floodplain designation for the protected areas (Zone X not Zone AE), because FEMA elected to seclude
the floodplain of the Lower Cedar River from the King County DFIRM update. By secluding the Cedar
River levees (and other levees in King County) from the update, FEMA can advance the adoption of the
DFIRM and subsequently individually assess the level of flood protection of the secluded levees. The City
expects to have the levees certified and accredited prior to FEMA taking any action in that regard.
2.4.3.4 Basin Hydrology
The City and King County entered into an interlocal agreement to develop a basin plan for the Cedar
River. In November 1993, King County SWM produced the Cedar River Current and Future Conditions
Report (Cedar River Report). This report includes information on the environmental setting of the Cedar
River, current as of 1993 and in the geologic past, and analyses of surface water hydrology, flooding,
erosion, water quality and aquatic habitats. The basin was studied for changing land use and its effects
upon the river hydrology using the HSPF hydrology model.
The analyses divided the river basin into three geographic components. The components included the
Upper Basin, which is the area above the City of Seattle’s Landsburg Diversion, and the Middle and
Lower Basins. This study addresses hydrologic problems in areas within the city boundary, within the
UGB, as well as the area beyond the city limits.
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The Cedar River Basin planning effort also includes characterization of the hydrogeology of the basin,
mapping of susceptibility to groundwater contamination, groundwater level measurements, and
groundwater modeling. The results of the hydrogeologic study help to identify measures needed to
protect groundwater resources, including surface water management in areas of critical groundwater
recharge.
The latest Cedar River flow estimates were developed by King County in March 2000. King County
estimated flow values for the 10‐, 50‐, 100‐ and 500‐year flows based upon a flood frequency analysis of
approximately 80 years of peak flow data (fit by a Log Pearson Type III distribution). The 10‐, 50‐,
100‐ and 500‐year return peak flows (Table 2‐7) for the Cedar River at Renton are estimated to be
5,940 cfs, 9,860 cfs, 12,000 cfs, and 18,400 cfs, respectively. These estimates were made assuming
consistent Masonry Dam operations.
Prior to this, King County had developed an HSPF model in 1993 as part of the Cedar River Current and
Future Conditions Report. The 1993 modeling estimated local flows from subbasins within the UGB
(Table 2‐7).
The majority of flows in the river above 4,000 cfs in Renton are caused by peak inflows of similar
magnitude from the upper basin, not by lower basin flow contributions within the UGB. Basin runoff has
increased as a result of deforestation and land development, with most increases occurring during the
winter flood season.
Urbanization in the tributaries has caused an estimated 7% increase in mainstream flood peaks from
natural conditions. Flows from the lower basin area have a minor impact on the mainstem peak
discharges, but increase the duration of flooding at Renton significantly. Current levels of urbanization
within the basin have increased the durations of flood flow at Renton by 12% over forested conditions.
According to King County projections (King County, 1993), future land development will result in an
additional 8% (unmitigated) increase in peak flows for the lower outfall area of the Cedar River. In
addition, flood flow duration will also lengthen, increasing 17% over current conditions.
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TABLE 2‐7:
PREDICTED PEAK FLOWS (CFS) FOR THE CEDAR RIVER BASIN
Subbasin Name
2-Year
Peak Flows
10-Year
Peak Flows
25-Year
Peak Flows
100-Year
Peak Flows
1993 Future1 1993 Future1 1993 Future1 1993 Future1
Lower Basin (Outfall)2 N/A 5,940 N/A N/A N/A 12,000 N/A
Tiffany/Ginger Creek3 63 69 101 111 121 134 152 172
Maplewood4 59 132 104 207 135 257 197 349
Molasses3 96 130 153 200 180 238 220 299
Summerfield3 4 7 7 10 8 13 9 16
Orting Hill3 54 88 93 136 114 160 147 195
Madsen3 132 156 217 251 262 302 331 382
1. Future condition flows were predicted in 1993 assuming no regulatory stormwater runoff controls such as retention/detention and
infiltration systems for new development.
2. Flows calculated by King County in March 2000 with HEC-RAS
3. Flows calculated using HSPF
4. 1993 flows reviewed and updated by King County in 1995. Future flows calculated using HEC 1 by Parametrix
Sources: Cedar River Current and Future Conditions Report (King County, 1993). Comprehensive Storm Water Plan, Maplewood
Creek Basin Plan (Parametrix, 1989). City of Renton Surface Water Utility Comprehensive Plan (HDR, 1995).
2.4.3.5 Lower Cedar River Subbasin
The City has designated a number of subbasins tributary to the Cedar River; however, several of these
subbasins were combined in the Cedar River Report. The Arnold, Mt. Olivet, and Cedar River Outfall
subbasins were combined into a larger subbasin, called the “Lower Cedar River” in the Cedar River
Report; thus, individual studies of these subbasins do not exist. Well‐developed storm drainage systems
in these areas deliver runoff water directly to the Cedar River.
Hydrology ‐ 1993 Conditions: The lowest reach of the Cedar River is an artificial channel that was
constructed to reroute the Cedar River from the Black River to Lake Washington in the early part of the
century as a result of the lowering of Lake Washington. The channel is wide and has a gentle gradient,
which results in lower velocities that allow for the deposition of excess sediment from upstream
sources. Sediment deposits reduce channel capacity and increase the risk of flooding. Much of the area
surrounding the lower reach has been developed and includes a portion of the downtown area, a
residential neighborhood, the Renton Municipal Airport, some commercial areas, and portions of the
Boeing industrial complex.
This subbasin has been urbanized since the early 20th century. Storm drains were most likely installed
during development and any subsequent redevelopment. A specific hydrologic analysis has not been
performed for the area. Because of the small area, and development which already exists, future flows
are not expected to increase from this portion of the City. However, flooding problems in this area may
increase as a result of increased flows in the Cedar River and increased sedimentation on the lower
reach of the river.
Land use in the Mt. Olivet subbasin, however, is quite diverse. There were two cemeteries, a ballpark, a
quarry, an industrial area, a residential subdivision, cleared open land and forested land within the
subbasin (HDR, 1995). Land use in the Arnold subbasin is primarily residential.
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The subbasin was modeled using HSPF (King County, 1993) to predict peak flows and the capacity of the
drainage system to convey the flows. The Cedar River flows were further evaluated by King County in
2000. Storm events were developed from the 2‐, 10‐, 25‐, and 100‐year, 24‐hour design storm; these
flows are shown on Table 2‐7.
Hydrology – Future Conditions: The Mt. Olivet subbasin recently experienced increased commercial and
residential development, so current peak flows are likely to be closer to the estimated “future” peak
flows in the Cedar River Report (King County, 1993). However, since the 1993 estimates did not consider
stormwater runoff controls such as retention/detention and infiltration systems for new development,
they are likely overstated.
2.4.3.6 Tiffany/Ginger Creek Subbasin
The Tiffany/Ginger Creek subbasin drains an area on the southwest side of the Cedar River, upstream of
the Arnold subbasin. The major tributary flowing through this subbasin is Ginger Creek. The
Tiffany/Ginger Creek subbasin includes the Ginger Creek drainage basin area plus an area drained by
several smaller, non‐designated streams. The entire area was studied as a part of the Cedar River
Report; however, the County study had slight variations in watershed boundary, subbasin delineation,
and land use from Renton Land Use Maps. The developed portion of the subbasin includes established
drainage systems which discharge into Ginger Creek.
Hydrology ‐ 1993 Conditions: The geography of the Tiffany/Ginger Creek subbasin lends itself to varying
land uses. The subbasin contains a low flat area (which is a part the Cedar River floodplain), a steeply
sloping area above the flood plain, and a gently sloping plateau area at the top of the basin. Within the
city limits, the lower flood plain area has been developed primarily into an industrial area. The steep
slopes above this area have remained forested, as has much of the moderately sloping rise to the
plateau. The plateau area, both near and beyond the city limits is nearly fully developed with
single‐family residential homes. Table 2‐7 presents 1993 conditions and future peak annual flows for the
subbasin.
Hydrology ‐ Future Conditions: The City of Renton land use plan for this subbasin indicates the
possibility of additional low‐density single‐family residential areas in some lower areas and low‐ and
medium‐density single‐family residential development in the forested areas. If this development occurs,
increased downstream carrying capacity may be required.
The Cedar River Report assumed that future land use will remain similar to the as‐built conditions that
existed in 1993 or at least slightly larger than the 1993 conditions flows.
2.4.3.7 Maplewood Creek Subbasin
Maplewood Creek is a subbasin of the Cedar River that straddles the eastern Renton city limits. The
creek collects flow from a plateau approximately 1,500 feet above its confluence with the Cedar River.
The creek consists of two major tributaries that join on the plateau and flow down a steep ravine
through the Maplewood Golf Course. The creek is a significant natural resource because of its use as
recreation and open space in addition to providing fish and wildlife habitat. Substantial urban
development has occurred in the plateau area of the basin, significantly impacting the natural drainage
system. The creek is included in the state’s 2016 303(d) list for temperature at the confluence with
Cedar River.
The Maplewood Creek subbasin has been studied by both the City of Renton and King County. A detailed
study of this area ‐ the Comprehensive Storm Water Plan, Maplewood Creek Basin Plan (Parametrix,
1989) ‐ was prepared for the City of Renton in October 1989. It analyzes current (then 1989), future and
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future mitigated peak flows for the basin with current and expected land use scenarios. The future land
use in this study closely resembles the future land use presented in the City’s comprehensive plan, and
appears to provide good predictions of future flows. This study also identified existing and future
drainage problems and solutions, and recommended development criteria. In addition, King County
studied this subbasin as a part of the Cedar River Report in 1993. The resultant peak flow estimates are
different between the two documents as the 1989 estimates (Parametrix) were based upon an
event‐based model (HEC 1), whereas the 1993 plan (King County) used a continuous simulation model
(HSPF).
Hydrology ‐ 1993 Conditions: Table 2‐7 summarizes the 2‐, 10‐, 25‐, and 100‐year peak runoff estimates
for 1993 conditions based on the HSPF modeling.
Hydrology ‐ Future Conditions: The Renton Comprehensive Land Use Plan predicts a significant increase
in residential development in the subbasin. This increase will also result in a significant increase in runoff
(see Table 2‐7). Note that these increases are likely overstated, because they did not include regulatory
stormwater controls (detention) for new development.
2.4.3.8 Other Subbasins
Hydrology ‐ 1993 Conditions: Upstream from the Tiffany/Ginger Creek and Maplewood subbasins are
several subbasins that were modeled by King County and included in the Cedar River Report. Several of
these subbasins are within the UGB but partially outside of the city limits. These include the Molasses
Creek, Madsen Creek, Orting Hills, and Summerfield subbasins. All of these basins have significant
amounts of residential development among forested areas. Table 2‐7 presents predicted peak flows for
2‐, 10‐, 25‐ and 100‐year return periods for these subbasins, in addition to those discussed in previous
sections.
Hydrology ‐ Future Conditions: As urbanization and land development continue, increases in peak flows
will be experienced within the upper subbasins as a result of increased low‐density, residential
development.
2.4.4 WEST LAKE WASHINGTON BASIN
As previously mentioned, portions of the City in WRIA 8 that drain to Lake Washington include the West
Lake Washington basin (along with May Creek, the Cedar River, and the East Lake Washington Basin).
The overall Lake Washington basin includes most of the 692 square miles contained in WRIA 8 a. The
portion of the Lake Washington Basin within the City is approximately 21 square miles, or roughly 3% of
the basin.
The West Hill subbasin is the only subbasin in the West Lake Washington basin. This subbasin is partially
within the city limits. This highly urbanized subbasin is located along the southern shoreline of Lake
Washington and is part of WRIA 8. This basin straddles the city limits along the southwestern shoreline
of Lake Washington and includes a portion of unincorporated King County.
Runoff collection from this basin in characterized by natural channels and closed pipe systems. However,
virtually all of the runoff is delivered to the Black River Box Culvert, which discharges directly to Lake
Washington at the northwest end of the Renton Municipal Airport.
2.4.4.1 Basin Water Quality
The West Hill subbasin has been characterized in the Renton/Lake Washington Pollution Abatement
Program. The objectives of this project included improving the quality of runoff generated within the
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basin and providing baseline data for future compliance with NPDES stormwater permit requirements. It
included a hydrologic analysis based upon annual runoff and sampling and chemical analyses of
stormwater and sediment. The project has produced three reports, a Hydrologic Analysis (R. W. Beck,
1993), a Pollution Source Characterization (Herrera, 1993a) and an Implementation Plan (Herrera, 1994).
The project was partially funded by an Ecology Centennial Clean Water Fund grant.
2.4.4.2 Basin Hydrology
Hydrology ‐ 1993 Conditions: A hydrologic analysis was performed in 1995 using WaterWorks (HDR,
1995). This single‐event model includes an analysis of 1993 land use for the entire 736‐acre basin,
approximately 40% of which is located within the City. Although most of this basin is residential, the
area within the city limits contains almost all industrial and commercial development. The Renton
Municipal Airport is located on the eastern edge of the basin and is zoned for industrial use. In addition,
a commercial strip is located along Rainier Avenue S. Commercial and industrial land use total about 125
acres. Almost all of the runoff originating within the city limits is collected into storm drains and
discharged to the Black River Box Culvert. Additional hydrologic analysis of this basin was done as part of
the Renton/Lake Washington Pollution Abatement Program (R. W. Beck, 1993). However, this effort was
limited to estimates of annual runoff volume for the purpose of estimating pollutant loading.
Table 2‐8 presents the predicted 1993 peak flow values for this area. These estimates did not include
any on‐site detention facilities for the area.
TABLE 2‐8:
PREDICTED PEAK FLOWS (CFS) FOR THE WEST HILL SUBBASIN
Subbasin
Name
1993
2-Year
Peak Flows
10-Year
Peak Flows
25-Year
Peak Flows
100-Year
Peak Flows
West Hill 84 155 196 240
Hydrology ‐ Future Conditions: Except for minor infill, little change in land use is expected in the future.
Some of this infill will be commercial structures along major thoroughfares.
2.4.5 BLACK RIVER BASIN
The Black River/Eastside Green River Basin is in WRIA 9 and includes most of the southwestern portion
of the City (see Figure 2‐4). The Black River, which formerly drained Lake Washington, is now part of a
system that drains the eastern side of the Green River basin, an approximately 24‐square‐mile area in
the cities of Renton and Kent. The Black River Basin includes the South Renton, Rolling Hills, Panther
Creek, Springbrook, and Valley subbasins, which are all located within the city limits. The original Black
River Basin was extensively modified when the water level in Lake Washington was lowered. The flows
from this area are collected in the Black River Pump Station (BRPS) forebay, then pumped to the
Green/Duwamish River. The BRPS regulates flows into the Green River. The pump station also acts as a
dam during flooding in the Green River, blocking high flows from the Green River from flooding up into
the Black River, Springbrook Creek, and the Earlington Industrial Park in Renton. The BRPS must reduce
pumping rates when Green River flow exceeds 9,500 cfs at the Auburn gaging station, per operational
procedures and the Green River Interlocal Agreement (R. W. Beck 2007). If flows reach 12,000 cfs, the
BRPS may have to completely stop the pumps (R. W. Beck, 2007).
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On the valley floor, land use is primarily commercial and industrial, and contains multiple natural
wetlands. On the eastern upper plateau, land use is mostly residential with some commercial areas.
Significant surface water features include Panther Lake and Springbrook Creek (P‐1 Channel) and four of
its tributaries: Panther Creek, Rolling Hills Creek and Upper Springbrook and Mill Creeks, which join with
Springbrook Creek just south of the city limits. Although the industrial, commercial, and residential areas
contain piped surface water collection facilities, they all discharge to natural or modified channels. The
South Renton subbasin, however, is drained almost entirely by a closed pipe system that discharges
directly to the forebay for the BRPS.
Upland areas in the plateau of the basin are underlain by geologic deposits that force groundwater
horizontally and produce seeps in the shallow aquifer that support summer baseflow in Springbrook
Creek. The high amount of impervious surface area limits infiltration potential and redirects water
overland, causing high peak flow rates. Springbrook Creek (with a mean annual flow of 10 cfs)
contributes to water quality impairment, as proportionate to flow, in the mainstem Green/Duwamish
River (with a mean annual flow of 1,530 cfs).
2.4.5.1 Basin Water Quality
Black River is included in the state’s 2016 303(d) list for dissolved oxygen, bioassessment, and fecal
coliform bacteria at the confluence with Green River and Duwamish River. Water quality samples were
taken for the Black River Basin Water Quality Management Plan (Herrera, 1993b) and for the
Comprehensive Fisheries Assessment of the Mill Creek, Garrison Creek and Springbrook System (Harza,
1995). Copper and lead were found to be below detrimental levels, but zinc measurements ranged from
32 to 154 micrograms per liter. Zinc levels at 10, 9, and 103 micrograms per liter adversely impact 7
gram rainbow trout, cutthroat trout, and chinook fry, respectively. Water quality conditions are poor. A
water sample taken during low‐flow conditions in the summer of 2006 scored 2 out of 100 on Ecology’s
WQI.
Springbrook Creek is listed on the state’s 2016 303(d) list for bioassessment, dissolved oxygen and fecal
coliform, and it is listed as “impaired” for temperature. Dissolved oxygen is usually highly correlated
with temperature and has become a major limiting factor for salmonids in this watershed. Temperature
increases can be attributed to impaired hydrologic and hydraulic functions of the basin, reduced flows to
baseflow, reduced flows from lack of summer snowmelt, and decreased forest shading, as well as
increased climate temperatures. Water quality testing of Mill, Garrison, and Springbrook Creeks was
conducted by Abbey Road Group in the fall (September) and spring (April) from fall 2014 through spring
2019. Results of this testing indicate increased temperatures, decreasing levels of dissolved oxygen,
decreasing pH, and elevated levels of fecal coliform bacteria at different sampling locations within all
three creeks. Measurements of turbidity decreased slightly and all TSS and biochemical oxygen demand
(BOD) samples were within the acceptable range.
2.4.5.2 Basin Fish Habitat
Juvenile coho, chum, winter steelhead, and cutthroat have been captured at numerous locations
throughout the subbasin (Harza, 1995) and utilize habitat primarily for migration. Although Springbrook
Creek has poor fish habitat, there are upper reaches of some of the tributaries to Springbrook Creek that
do provide good fish habitat. As recently as 2011, adult chinook have been observed spawning in Upper
Springbrook Creek. The creek has been highly modified and is choked with invasive reed canary grass
and has little instream habitat structures and no large woody debris. The BRPS is a partial fish passage
barrier, but the combination of a fish ladder and a fishway chute aids salmonids in upstream passage.
Fish migrating downstream are diverted around the pumps using an air‐lift pump to raise them to the
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downstream water levels (King County, 2000). The Black River Water Quality Management Plan
(Herrera, 1993b) notes that the existing conditions of Springbrook Creek lack suitable spawning habitat
capacity due to degraded water quality during summer months. The low gradient of the creek results in
reduced flow velocities that allow fine sediment to settle out in the creek bed, reducing potential
spawning habitat. There are tributaries to Springbrook Creek that have good fish habitat. Upper
Springbrook Creek, whose headwaters originate in Renton’s Springbrook Springs Watershed located on
the eastern plateau, has excellent water quality. The drainage basin land use consists mostly of low
density residential (R‐1 and R‐4) and resource conservation (RC). A significant tree canopy along the
creek corridor in combination with cool spring water helps to lower water temperatures in the creek. In
addition, the creek’s steep gradient facilitates the recruitment and deposition of gravel along the creek
channel as it meanders down to the valley floor, which provides good spawning habitat.
2.4.5.3 Basin Planning Status
Ecology, King County and the Municipality of Metropolitan Seattle (Metro) coordinated the
Green‐Duwamish Watershed Nonpoint Action Plan in January 1991. The goal of this plan was to
minimize nonpoint source water pollution, protect beneficial uses, and enhance water quality in this
watershed. This plan was last updated in 2002 (King County).
The area studied in the Green‐Duwamish Watershed Nonpoint Action Plan extends from Howard Hanson
Dam to Elliott Bay, an area of nearly 250 square miles (King County, 2002). Portions of the City lying in this
area have undergone urbanization since the early 1990s. A number of priority concerns were addressed in
the plan. Stream channel erosion from construction practices due to rapid urbanization appears to be one
of the biggest concerns in this portion of the basin.
The Black River Basin Water Quality Management Plan (Herrera, 1993b) was prepared for the City to
identify existing (as of 1993) and future water quality problems within the basin. The study area for this
plan includes areas of Renton and unincorporated portions of King County east of Renton. The project
was partially funded by an Ecology Centennial Clean Water Fund grant.
A parallel and related process to the Black River Basin Water Quality Management Plan is the
development of the East Side Green River Watershed Project Plan and Environmental Impact Statement
(ESGRWP) (R. W. Beck, 1997a). This plan was developed through the cooperation and involvement of
the jurisdictions in the basin, including the City of Kent and King County. The plan was updated in 2007
(R. W. Beck). The hydrologic analysis was performed using the HSPF computer program. Results of the
hydrologic analysis are shown in Table 2‐9.
The Green/Duwamish Ecosystem Restoration Program (ERP) is a collaboration between WRIA 9
jurisdictions in the valley including Renton, Tukwila, Kent, Auburn, King County and USACE to improve
salmon habitat in the basin. The program has resulted in several habitat projects that have been
completed in Kent and King County. The City and USACE recently completed an ERP project that
restored approximately 1,000 feet of spawning habitat along Upper Springbrook Creek.
The Flood Insurance Rate Map (FIRM) for the area upstream of the Black River Pump Station, including
tributary areas to Springbrook, Mill, Rolling Hills, and Panther Creek, was remapped to show a revised
preliminary floodplain delineation (i.e., not made effective by the Federal Emergency Management
Agency [FEMA]) (NHC, 2005; R. W. Beck, 2006). Subsequently, in 2007, FEMA issued preliminary DFIRMs
for King County. These new draft maps were based on levees that could demonstrate meeting the
criteria for certification. Because a significant number of the levees on the Green River could not be
certified (non‐accredited), FEMA would not consider the levees as providing flood protection and issued
revised maps to show the Renton Valley entirely within the 100‐year regulated floodplain. Some areas
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were mapped with flood depths up to 12 feet. FEMA developed the revised maps without conducting
any detailed hydraulic analysis and simply extended the elevation of the floodplain within the main
channel of the Green River across the valley floor.
King County and Green River valley cities including Renton, Kent, Tukwila and Auburn disagreed with the
methodology that FEMA used to develop the updated maps. In response, the County retained
Northwest Hydraulic Consultants, Inc. to develop a model to predict flooding in the Green River valley
based on multiple levee failure scenarios. The resulting maps show significantly less area in the
floodplain. Areas flooded to a depth of 12 feet based on the revised FEMA maps were shown flooded to
a depth of 6 feet in the maps. The County maps became available to the public for review and comment
in November 2010 in preparation for FEMA approval and subsequent adoption in 2011. However, in the
spring of 2011, FEMA announced a policy change regarding non‐certified levees, which has put the
adoption of the revised DFIRM for the Green River Valley on hold. In December 2011, FEMA developed a
proposed revised policy that included new methodologies to better reflect the true flood risk of
non‐accredited levees on the floodplain. FEMA completed the public review/comment processes in
2013 and as a result, developed analysis and mapping procedures for non‐accredited Levee Systems also
known as Levee Analysis and Mapping Procedure (LAMP).
Many of the non‐accredited levees, levees that do not meet regulatory requirements and that are not
shown on a FIRM as reducing the base flood hazard (FEMA, 2018), on the Green River are located in the
City of Kent. Some of these levees also provide flood protection for parts of Renton. In 2010, Kent began
an effort to certify and/or reconstruct up to 12 miles of levees at a cost of approximately $100M. Once
the levees are certified, the intent is for FEMA to issue new DFIRM that show the Cities of Kent and
Renton as protected by levees and outside the 100‐year floodplain. In addition to the various levee
projects occurring in Kent, the KCFCD finalized the scoping summary report for the Lower Green River
Corridor Flood Hazard Management Plan as a part of the Environmental Impact Study (EIS) associated
with the plan in June of 2019. The purpose of this plan is to implement an integrated long‐term
approach to reduce flood risk within the Lower Green River Corridor, which extends into the
southwestern portion of Renton. The plan is intended to reduce flood risk while balancing other
important basin objectives such as improving fish habitat and supporting the economic prosperity of the
region. Communication and coordination between the City of Renton and the KCFCD has been ongoing
throughout the preliminary stages of formulating the Flood Hazard Management Plan.
2.4.5.4 Howard Hanson Dam and Potential Flooding from Green River
Although now operating at full capacity, concerns over reduced storage capacity due to seepage
problems at the Howard Hanson Dam and potential flooding of the Green River Valley caused the City to
expend significant resources in flood preparedness between 2009 and 2011. In 2009, USACE notified the
City of Renton and other Green River Valley cities of several sinkholes that had formed in the right
embankment of the Howard Hanson Dam after a significant rain event in January 2009. During the
event, USACE decided to hold back water in the dam to prevent downstream flooding of the Green River
Valley. The formation of the sink holes as well as sediment laden water that was observed flowing from
the dam’s drainage tunnels, indicating seepage through the material in the right embankment, led
USACE engineers to believe the right embankment could fail.
To minimize risk of failure after this event, USACE decided they would need to reduce storage capacity,
which could result in the release of more water than usual from the dam during extreme rain events and
result in a higher risk of flooding in parts of the City in the Green River valley. In coordination with the
Corps, King County, and other valley cities, the City implemented pre‐disaster preparations and
preventative measures in anticipation of higher than usual flows in the Green River and continued these
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measures through 2010. To make the dam fully operational, USACE completed the installation of a
seepage barrier or grout curtain and other improvements to the drainage in the abutment in the fall of
2011. Prior to completing this work, engineers and geologists ran a series of tests in the summer to
gather data to evaluate the effectiveness of the repairs. Based on the analysis of the data, USACE
concluded that the dam can now operate at the full design pool elevation (1,206 feet) with low risk to
the dam.
Although the dam is fully operational, it does not eliminate the risk of flooding in the Green River Valley.
The dam, in conjunction with downstream levees serve only to reduce the risk of flooding and as such
the Corps is working with local communities including the City to prepare for the risk of flooding by
using the best available information (USACE, 2019).
2.4.5.5 Basin Hydrology
Because it has such a large percentage of impervious area, the Black River Basin has high peak flows and
short‐duration hydrologic response to precipitation. Hydrology for individual subbasins is detailed in the
sections that follow.
TABLE 2‐9:
PREDICTED PEAK FLOWS AT SELECTED LOCATIONS (CFS) FOR THE BLACK RIVER BASIN
Subbasin Name
Source
(& basis
for
existing
land use)
2-Year
Peak Flows
10-Year
Peak Flows
25-Year
Peak Flows1
100-Year
Peak Flows1
2003 / 2007 Future 2003 / 2007 Future 2003 / 2007 Future 2003 / 2007 Future
South Renton
(SW 7th System)
Gray &
Osborne
(2003)
N/A2 122 N/A2 165 N/A2 1856 N/A2 213
Springbrook Creek
(at BRPS) 3
ESGRWP
(2007) 457 756 931 1053 12764 1251 1197 1343
Panther (at
SW 23rd St.) 3
ESGRWP
(2007) 67 119 130 149 152 174 197 226
Rolling Hills (at
I-405) 3
ESGRWP
(2007) N/A5 N/A5 148 1974 1994 186 261 330
Valley Subbasin
(Springbrook Creek
at SW 23rd St.)
ESGRWP
(2007) 365 612 769 845 900 1003 1013 1139
1. These flows reflect a future “conveyance” event. There is also a “storage” event that reflects pumping limitations on the BRPS. For more information, see
ESGRWP Supplement (R. W. Beck, 2007).
2. Flows were estimated for future conditions only.
3. Flows are based on frequency analysis performed on Springbrook Creek at the BRPS. Individual frequency analyses have not been done.
4. Flows are higher because this event coincides with high flows in the Green, forcing BRPS to operate at a reduced rate, and thus affecting the peak rate.
5. Peak flows for the 2-year recurrence interval were not available.
6. A subsequent report prepared by GHD modeled the 25-year future condition flow at 175.0 (Scenario 2A).
Source: ESGRWP Supplement (R. W. Beck, 2007) and SW 7th Street Storm Drainage Improvement Project (Gray & Osborne, 2003)
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2.4.5.6 South Renton/SW 7th Subbasin
The South Renton subbasin, also called the “SW 7th Basin,” is located in the former floodplain of the
Black River. This subbasin is generally flat and includes much of the southern portion of the core area of
Renton, a small residential sector, and a large area of commercial and industrial facilities.
Surface water in the basin is generally collected and conveyed in a south and west direction to reach a
major trunk storm drain along SW 7th Street that discharges to Springbrook Creek. Limited pipe capacity
has caused significant flooding along SW 7th Street. The City has begun a phased approach for solving
these problems.
To date, pipe improvements have included two projects. First, a new 60‐inch‐diameter pipe was
installed between Lind Ave SW and a new outfall at Naches Ave SW along with a header vault
approximately 550 feet east of Lind Ave SW. The 60‐inch‐diameter pipe was put in as a parallel system
to increase system capacity (parallel to a 54‐inch‐diameter pipe). The header vault was installed to
facilitate connection of another pipe extension under the second project. The second project included a
new 60‐inch pipe extension from the header vault to Shattuck Ave SW. This system parallels an existing
24‐inch pipe (with the exception of a 150‐foot gap at Hardie Avenue, which only contains the 60‐inch
pipe).
Hydrology ‐ 2003 Conditions: This subbasin is approximately 538 acres. Current condition predicted
flows for this subbasin were not estimated as part of the most recent modeling (Gray & Osborne, 2003).
Hydrology ‐ Future Conditions: Future condition predicted flows are presented in Table 2‐9. A
subsequent study by GHD included additional modeling for the 25‐year storm, which provided similar
results to the 2003 study. Note that this subbasin is already highly developed; therefore, current
condition flows are likely very similar to future condition flows.
2.4.5.7 Springbrook Creek Subbasin
Springbrook Creek is a long creek within the East Side Green River watershed, draining much of the area
of south Renton. The Black River/Springbrook Creek is located at river‐mile 11 of the Green River. Much
of the Black River/Springbrook Creek land is urbanized. Development generally extends to the
streambank that limits the width of the riparian corridor. Much of the subbasin known as the
Springbrook subbasin within the City of Renton is drained by a fork known as “Upper Springbrook Creek”
in the ESGRWP (R. W. Beck, 1997a). This fork flows northwesterly underneath SR‐167 and then joins the
mainstem of Springbrook Creek just south of the city limits. Springbrook Creek then flows northward
through Renton in the Valley subbasin where it eventually joins the Black River. The majority of the
Springbrook Creek subbasin lies in between Highway 167 and Panther Lake. Less than a sixth of this is
within the current Renton city limits.
The portion of the Black River Basin known as the Springbrook Creek subbasin has a portion within the
city limits that consists of open forested land known as the City of Renton watershed. Existing riparian
vegetation is typically herbs, shrubs, and deciduous trees with much of the ecological function highly
impaired. The area beyond the city boundaries, which drains into the City, has been partially developed
into single‐family residential neighborhoods. However, the portion of the Springbrook Creek subbasin
within the City’s watershed will remain forested.
Hydrology ‐ 2007 Conditions: This subbasin is approximately 574 acres, with 86 acres of effective
impervious area (EIA) (R. W. Beck, 2007).
Table 2‐9 presents 2007 conditions and future peak flows expected as a result of changing land use for
the Springbrook Creek subbasin.
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Hydrology ‐ Future Conditions: In the future, this subbasin is expected to continue to be developed as a
residential area, with some areas being developed as commercial development and multifamily housing.
The estimated future EIA is 23%, an increase of 46 acres, with most of the conversion occurring outside
the City (R. W. Beck, 2007).
2.4.5.8 Panther Creek Subbasin
The Panther Creek subbasin straddles the Renton city limits. Only a small, lower portion of the subbasin
is within the city limits, between the Valley and Rolling Hills subbasins. This portion of the subbasin
contains a long, narrow wetland area that parallels SR 167, known as the Panther Creek Wetland. This
wetland extends along the east side of SR 167 from near I‐405 at the north to Panther Creek (near S
37th Street) at the south. The SW 23rd Street drainage channel originates at the Panther Creek Wetland.
Most of the Renton portion of the subbasin is downstream, within the “P3” and “P4” subbasins, as
analyzed by the ESGRWP (R. W. Beck, 1997a).
Hydrology ‐ 2007 Conditions: This subbasin is approximately 1,700 acres, with 372 acres of EIA
(R. W. Beck, 2007).
The peak flows for 2007 conditions from this subbasin are presented in Table 2‐9.
Hydrology ‐ Future Conditions: Most of the future development will include converting open space to
single‐family residences. The City of Renton Comprehensive Plan (2015) has zoned the entire area as
residential, except for commercial mixed used and areas designated as environmentally sensitive. It is
estimated that an additional 249 acres of EIA will exist in the future, reflecting a 67% increase in
impervious area (R. W. Beck, 2007). This growth is expected to be evenly distributed between the City
portion of the basin and the upper plateau in Kent.
The future predicted peak flows for the basin, presented in Table 2‐9, show large increases for frequent
storm events and smaller increases for rare events. The increases would be larger, but the flows pass
through the large Panther Creek Wetland, which helps attenuate storm peaks.
2.4.5.9 Rolling Hills Subbasin
The Rolling Hills subbasin is similar geographically to the adjacent Tiffany/Ginger Creek subbasin,
although flows from this subbasin go west to Panther Creek and the BRPS rather than north to the Cedar
River. The Rolling Hills subbasin contains a small stretch of low‐lying areas in the Green River valley
floor, a moderate to steeply sloping region above the valley, with two incised canyons, and a gentler
sloping plateau area at the top of the basin. The lower flat area has been developed into a
commercial‐industrial belt and I‐405 transportation corridor. The slopes above most of this area have
been developed into multi‐family housing units and single‐family homes except for the steeply sloping
canyons. Much of the upper portion of the basin has also been developed into single‐family homes.
Rolling Hills Creek is routed under I‐405 via a parallel pipe system and discharges into the Panther Creek
Wetland and a channel that flows south along the east side of SR‐167. The channel enters a box culvert
that conveys flows west under SR‐167. This culvert connects to a pipe system along SW 19th Street,
which conveys flow west until it discharges into Springbrook Creek. During high‐flow periods, the
channel upstream from the SR‐167 box culvert can overtop and spill out into the Panther Creek
Wetland.
Hydrology ‐ 2007 Conditions: This subbasin is approximately 926 acres, with 293 acres of EIA
(R. W. Beck, 2007). Predicted 2007 condition peak flows are presented in Table 2‐9.
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Hydrology ‐ Future Conditions: The Rolling Hills subbasin will remain in a similar land use pattern to
what existed in 2006 according to the City of Renton Comprehensive Plan (2006). The estimated future
EIA is 50%. This reflects an additional 167 acres of EIA (R. W. Beck, 2007). Table 2‐9 presents the
expected changes in peak flows.
2.4.5.10 Valley Subbasin
The Valley subbasin is a flat part of the Green River Valley. Its dominant drainage feature is Springbrook
Creek, which flows south to north and discharges into the BRPS forebay. While flowing through this
subbasin, Springbrook Creek joins with Panther Creek, at SW 23rd Street; Rolling Hills Creek, at SW 19th
Street; and the SW 7th system. Water surface elevations in Valley subbasin are impacted by peak flows,
storage capacity of the adjacent wetlands; the conveyance capacity of the stream channels, culvert
crossings, and bridges; and the operation of BRPS, which depends on the flow in the Green River. Most
of the open land is cleared flat lowland, with scattered wetland areas. The developed area is over 90
percent commercial or industrial, with much of development large warehouse type structures.
Hydrology ‐ 2007 Conditions: Flows in this subbasin include flows from Garrison Creek, Mill Creek,
Panther Creek, Springbrook Creek, and the Rolling Hills subbasin, which all converge within the Valley
subbasin. Table 2‐9 presents estimated peak flows at various locations in the valley.
Hydrology ‐ Future Conditions: The dominant system in this subbasin, Springbrook Creek, will be subject
to higher peak flows in the future due to upstream development in both Renton and Kent. Peak flow
increases are greater for the smaller events such as the 2‐year compared to projected flow increases for
the more rare events. This is due to the significant storage attenuation for the more severe flood events
provided by the valley wetlands.
2.4.6 SOOS CREEK BASIN
The Soos Creek Basin is a large basin that lies between the Cedar River and Black River basins and is
tributary to the Green River, which places it in WRIA 9. A portion of the basin which includes Big Soos
Creek is located in the very southeast edge of the present Renton city limits, as shown in Figure 2‐1, and
only 17 acres of the basin are actually within the City. A larger portion of the basin is located within the
UGB; however, the Big Soos Creek flows in a southerly direction, away from the current city boundaries,
and therefore, flow changes within Big Soos Creek are not likely to impact the City.
Development in the upper portion of the basin is almost entirely single‐family and multifamily
residential with a fairly large area of the basin identified as wetlands and related habitat. In addition,
floodplains are found in the Soos Creek Basin.
2.4.6.1 Basin Water Quality
No water quality data was available within the city limits in the uppermost portion of the basin.
River‐mile 10.5 is as far upstream as monitoring has been conducted. According to a Habitat Limiting
Factors and Reconnaissance Assessment Report prepared for WRIA 9 (King County, 2000), dissolved
oxygen in Big Soos Creek was observed to be below rearing and incubation standards in some
measurements; many of the excursions occurred during defined salmon incubation periods. Big Soos
Creek, downstream of the City jurisdictional limits, is on the state’s 2016 303(d) list for dissolved oxygen
and bacteria.
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2.4.6.2 Basin Fish Habitat
As mentioned in the WRIA 9 Limiting Factors report (King County, 2000), there is a general lack of
habitat information for the Soos Creek Basin, especially since the mid‐1980s. Despite the lack of
information, the technical advisory group for the WRIA 9 Limiting Factors report was able to conclude:
There is a lack of large woody debris throughout the streams in the Soos Creek basin.
The increased frequency of peak flows attributed to increased impervious surfaces has been
at least partially responsible for degrading salmon habitat through channel incision and
excessive sedimentation. This degradation limits successful incubation by scouring and
smothering redds and limits rearing by reducing channel complexity.
2.4.6.3 Basin Planning Status
The Soos Creek Basin Plan, adopted in January 1992 (King County), recommended a combination of
tools for basin management aimed at correcting surface water problems and providing protection for
the basin's water resources. Among the recommended tools were various land use controls, the Basin
Steward Program, capital improvement projects, and a basin management evaluation program. Ecology,
in collaboration with the EPA and King County, is developing a plan to control pollutants in the Soos
Creek watershed. The plan will set a TMDL for pollutants of concern, particularly dissolved oxygen,
temperature, and fecal coliform. Studies were initiated in 2012 and the development of the TMDL is on‐
going. This multiparameter TMDL will identify problem pollutants and will identify how much pollution
reduction needs to occur to achieve clean water. Additionally, a parallel process is being conducted to
develop a TMDL for fecal coliform in Soos Creek. Because some of the upper portion of the watershed is
in Renton, the City is actively participating in various stakeholder meetings to discuss development of
the TMDLs. A detailed discussion of these TMDL standards is provided in Section 4.4.6.
2.4.6.4 Basin Hydrology
Hydrology ‐ 1992 Conditions: Development in the upper portion of the Soos Creek basin is almost
entirely single‐family residential. The Soos Creek Basin Plan estimates 1992 condition and future peak
flows at the point where Big Soos Creek crosses Lake Youngs Way at the edge of the urban growth
boundary. These flows are presented in Table 2‐10.
TABLE 2‐10:
PREDICTED PEAK FLOWS (CFS) FOR THE SOOS CREEK BASIN
Subbasin Name
2-Year
Peak Flows
10-Year
Peak Flows
25-Year
Peak Flows
100-Year
Peak Flows
1992 Future 1992 Future 1992 Future 1992 Future
Big Soos Creek 50 78 81 120 N/A N/A 124 178
Source: Soos Creek Basin Plan (King County, 1992)
Hydrology ‐ Future Conditions: As shown in Table 2‐10, full buildout in the upper Soos Creek subbasin
will cause about a 50% increase in peak flows. Land use is expected to remain similar to the present
(1992), primarily residential. It is noted however, that the increases may be overstated, because the
prior modeling effort did not consider stormwater runoff controls such as retention/detention and
infiltration systems for new development and redevelopment.
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2.4.7 DUWAMISH RIVER BASIN
The Duwamish River Basin is located in the northwest portion of the City. It is a small basin that
discharges directly to the Duwamish/Green River. The Duwamish River Basin is part of the Green River
Watershed. Impacts of river channelization are apparent in the estuary. Estuaries are extremely
important to habitat rearing and outmigration of juvenile salmonids. River channelization in this area,
including ditching, draining, dredging, and filling, has destroyed the estuary area.
The entire basin consists of approximately 61 acres. The portion of the basin in the City includes a large
quarry/gravel pit. Most of the area outside of the City is residential and is bisected by Martin Luther King
Jr Way S. There is no hydrologic flow or water quality information for this subbasin.
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SECTION 3
CURRENT SURFACE WATER MANAGEMENT PROGRAM
3.1 GENERAL DESCRIPTION
Utility resides within the Utility Systems Division of the Public Works Department. Figure 3‐1 presents
the organization of Utility in relation to other entities within the City that provide support to Utility. The
City is governed with a Mayor‐Council form of government that is elected by and accountable to its
citizens.
FIGURE 3‐1. SURFACE WATER ORGANIZATION CHARTS
The Mayor is the head of the executive branch of government and provides general supervision over the
various City departments. The Chief Administrative Officer (CAO) is appointed by the Mayor to supervise
the departments and assist with day‐to‐day operations. The City Council forms the legislative branch and
is principally responsible for making policy. Not all City departments that provide support to Utility are
shown on the chart. For example, Human Resources and Risk Management provide hiring, benefits,
insurance, and other support to the utility, but are not included. The support they provide is not directly
related to surface water management activities. Figures 3‐2 and 3‐3 show more detail about the groups
within Public Works and Community and Economic Development that are directly and indirectly
involved in Utility program support.
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FIGURE 3‐2. PUBLIC WORKS DEPARTMENT ORGANIZATIONAL DETAIL
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FIGURE 3‐3. COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT ORGANIZATIONAL DETAIL
Table 3‐1 shows the surface water program elements implemented by Utility. Many of these services
are also coordinated with different work groups within the City organizational structure and are
discussed in more detail below.
TABLE 3‐1:
UTILITY SURFACE WATER PROGRAM ELEMENTS
Category Program Elements Description
Engineering, Planning,
Compliance, and
Coordination
Planning Participate in long-range planning (i.e., Comprehensive
Planning) and assist with development of annexations and
area plans.
Plan Review Review surface and stormwater components of new
development plans as needed.
Coordination with
Other
Jurisdictions/Agencies
Participate in regional and local forums to plan and
implement cross-jurisdictional initiatives such as flood
control, salmon recovery, and water quality improvements.
Technical Assistance
and Coordination
Provide surface and stormwater technical assistance and
coordination with other City departments and outside
groups such as the Cedar River Council and WRIA 8 and
WRIA 9.
Regulatory
Compliance
Responsible for compliance with local, state and federal
codes, laws and permits related to surface and
stormwater.
Public Education and
Involvement
Develop and provide public education and outreach on
surface and stormwater related topics.
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TABLE 3‐1:
UTILITY SURFACE WATER PROGRAM ELEMENTS
Category Program Elements Description
Storm System
Inventory
Maintain and update stormwater system inventory.
Drainage Problem
Inventory
Investigate and track drainage complaints.
Capital Projects Develop and implement surface and stormwater capital
projects.
Flood Hazard
Monitoring and
Response
Conduct pre-event monitoring and preparation, post-
flooding recovery and assistance during flood
emergencies.
Community Rating
System
Implement City’s community rating system to reduce flood
risk and flood insurance premiums for property owners.
Inspection, Operations
and Maintenance
Illicit Discharge
Detection and
Elimination
Respond to spills. Identify, track and coordinate removal of
illicit discharges.
Inspection Inspect new construction, conduct CCTV on pipes,
conduct public and private drainage system and facility
inspections.
Cleaning Conduct drainage system cleaning (i.e., pipes, ditches,
catch basins, facilities, etc.)
Repairs Conduct drainage system repairs (i.e., pipes, ditches,
catch basins, facilities, etc.)
Construction Construct new drainage system elements (i.e., pipes and
catch basins).
Vegetation
Maintenance
Conduct vegetation maintenance on City rights-of-way,
easements, and at City-owned water, wastewater and
surface water facilities.
Emergency
Response/customer
service
Respond to emergencies such as flood events, drainage
pipe breaks, etc. and customer complaints.
Administration
Utility Billing Prepares and mails utility bills and processes payment
collection.
Information
Technology
Telecommunications, computer equipment, and
information services operations.
This section includes a description of Utility program elements, including the 2015‐2019 expenditures,
staffing levels, and the specific City organizations that perform each service. Utility services are provided
by the following departments, divisions, and sections:
Public Works Department, Utility Systems Division, Surface Water Utility Engineering
Section.
Public Works Department, Maintenance Services Division.
Community & Economic Development Department, Development Engineering and Planning
Divisions.
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Administrative Services Department.
As shown in Table 3‐1, there is significant coordination between Utility and these departments. These
interactions are further described below. Some examples include: Utility supporting the Community &
Economic Development Department to address surface water issues relating to large master planning
areas or annexations, assisting with plan review on large projects, assisting in public education and
involvement associated with stormwater, coordinating with the Maintenance Service Division to ensure
that maintenance programs and frequencies are meeting regulatory requirements, and coordinating
with the Finance and Information Services Department associated with utility billing.
There are a total of 25.15 full‐time employee (FTE) surface water positions as of December 2019.
Sections 3.2 through 3.4 describe the surface water program elements performed within various Utility
programs. Section 3.5 describes management activities of the Utility. Section 3.6 provides a summary
including a cost breakdown between the various programs and the number of hours within each. The
hours are based on the 2015‐2019 actual timesheet data and do not include the unfilled positions or
time off work.
3.2 ENGINEERING, PLANNING, COMPLIANCE, AND COORDINATION
Utility conducts several work activities related to engineering, planning, compliance, and coordination.
These work elements are often done in collaboration with other City Departments or work groups and
sometimes with outside organizations. The following work elements comprise the engineering, planning,
compliance, and coordination category:
Capital Projects
Planning
Plan review
Technical assistance and coordination
Regulatory compliance
Education and outreach
Storm system inventory
Drainage problem inventory
Flood hazard monitoring and response
Community Rating System (CRS)
3.2.1 CAPITAL PROJECTS
A significant amount of the Utility Engineering Section’s time is spent in the design and construction
management of capital improvements. Engineering staff are responsible for contract management for
engineering design and construction, and development of capital project solutions to surface and
stormwater system problems. Additionally, small engineering projects are sometimes designed in‐house
by engineering staff depending on the size and complexity of the project. Additional capital projects
activities are construction inspection on the surface water component of City projects completed by the
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Development Services Department, and capital purchases funded from the Maintenance Services
Division.
3.2.2 PLANNING
Planning activities include CIP planning and stormwater grant applications. Utility also provides
assistance with long‐range plans such as the City Comprehensive Plan, area plans, master plans, large
annexations, and providing solutions to existing and future surface water management problems.
Planning expenses are incurred in the Utility Engineering Section when staff time is charged to planning
activities.
3.2.3 PLAN REVIEW
Plan review for surface and stormwater‐related components of new development within the city limits
is completed by staff in the Planning Division, with assistance on an as‐needed basis from the Utility
Engineering Section. Plan review may include technical assistance related to compliance with City
surface water codes and drainage manual.
3.2.4 TECHNICAL ASSISTANCE AND COORDINATION
Internal technical assistance is provided by the Utility Engineering Section to assist and coordinate with
other City departments. The assistance may include technical support related to surface water
management in other City Departments, Divisions, and Sections. Transportation Services and
Community Services (Parks Division) also often request surface water technical assistance to remedy
problems. Assistance includes internal meetings to discuss WSDOT Coordination, FEMA disaster
assistance related to surface water issues, and regional disaster preparation.
External technical assistance is also provided to public‐private forums such as the Cedar River Council
and WRIA 8 and WRIA 9 Forums and associated committees, and the governmental organization, King
County Drainage District No. 1. This type of assistance is limited to as‐needed customer service efforts
completed by the Utility Engineering Section and the Maintenance Services Division.
3.2.5 COORDINATION WITH OTHER JURISDICTIONS/A GENCIES
Utility Engineering Section staff routinely coordinate with outside jurisdictions on activities including,
WRIA 8 and 9 planning, coordination with King County for Flood Hazard Management and the KCFCD,
and support related to WSDOT activities. Staff also coordinate with FEMA and USACE on emergency
response, post‐flood events to repair facilities, and flood hazard reduction associated with the Green
and Cedar Rivers. Because of shared borders with the cities of Kent, Tukwila, and Newcastle, the City
routinely works with these neighboring jurisdictions to address flooding, water quality, and habitat
issues. A more detailed discussion of City coordination efforts with WSDOT and the KCFCD is included in
Section 5.
The City also collaborates with local organizations including the Cedar River Council (CRC) and special
purpose districts, such as King County Drainage District No. 1 (District).
The CRC is a group of stakeholders who participate in monthly discussions to share opinions and
concerns about issues regarding the health of the Cedar River. CRC membership cultivates collaboration
among a variety of citizens, including basin residents and representatives of community groups,
businesses, and local, state, federal, and tribal governments.
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The District was formed in the early 1900s for the specific purpose of maintaining drainage ditches and
canals that were created to support the farming community located in the Green River Valley primarily
within the jurisdictions of Kent and Renton. Within Renton, the District maintains a 40‐foot right‐of‐way
along Springbrook Creek between SW 43rd Street and the Black River Pump Station. The District collects
an ad valorem tax on properties in the valley and uses the revenue to provide maintenance of the
Springbrook Creek right‐of‐way and provide grant money for local jurisdictions to use for flood control
improvements along the creek.
3.2.6 REGULATORY COMPLIANCE
Utility regulatory activities include development of new city surface water codes and/or design
guidelines (e.g., Surface Water Design Manual), and compliance with the municipal NPDES permitting
requirements, and city, state, and federal laws and ordinances. Section 4 of this Plan describes surface
and stormwater regulatory requirements.
3.2.7 PUBLIC EDUCATION AND INVOLVEMENT
Public education and involvement includes providing surface water public education literature through
the Customer Services counter, discussing runoff codes with developers, and meeting with the public at
Council Utilities Committees. Utility also maintains website information related to NPDES Permit
requirements, illicit discharges and spill reporting, surface water maintenance recommendations, flooding
emergencies information, watersheds, car washing, storm drain marking, and salmon recovery activities.
Utility provides an education and outreach program and public involvement and participation program to
meet the NPDES Permit requirements.
3.2.8 STORM SYSTEM INVENTORY
The Utility continually updates its storm system inventory to ensure accurate GIS mapping to improve
customer service to the public, developers, engineers, and other City departments. Updating the storm
system inventory mapping is an activity conducted within the Utility Engineering and Maintenance
Services Surface Water Section. Maintenance staff provides GPS coordinates and redlines maps for
Utility Engineering staff to update in GIS.
3.2.9 DRAINAGE PROBLEM INVENTORY
Drainage complaints are jointly addressed by Utility Engineering Section staff and Surface Water
Maintenance staff. Complaints originate from a variety of sources, including city residents, businesses,
Maintenance Services, and other City departments. Usually, complaints are investigated, and an action
item, such as a work order, may be initiated as a result of the complaint. Otherwise, the complaint is
tracked and logged with a description of how it was handled.
3.2.10 FLOOD HAZARD MONITORING AND RESPONSE
This activity involves flood monitoring, pre‐flood preparation, post‐flooding recovery and repairs,
communicating with internal and external groups, and assisting in emergency response during floods.
Flood hazard response varies depending on the severity of storm events from year to year and the
potential to result in flooding, particularly on the City’s large rivers: the Cedar and the Green. Notable
flood events occurred in January 2009, December 2015, December 2019, and February 2020. Potential
flooding of the Green River due to problems with the Howard Hanson Dam is discussed in Section
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2.4.5.4. Part of this activity involves coordinating with other agencies such as the KCFCD, as discussed
above in Section 3.2.5.
3.2.11 COMMUNITY RATING SYSTEM (CRS)
The Community Rating System (CRS) is a program within FEMA’s National Flood Insurance Program
(NFIP). NFIP provides property owners access to federally backed flood insurance. Any property that is
financed through a federal loan is required to have flood insurance if the property is located in the FEMA
regulated floodplain. NFIP provides property owners flood insurance that may not be otherwise
available through the private insurance market. Additionally, where private insurance is available, it is
generally very expensive, and NFIP provides flood insurance at a discounted rate compared to private
insurance. Currently, the City has a rating of 5 out of 10, which allows for a 25% discount in federal flood
insurance.
CRS is a voluntary incentive program that recognizes communities that implement floodplain
management practices that exceed the federal minimum requirements of the NFIP to provide protection
from flooding.
By implementing policies and practices that reduce flood risk, the City receives credits the can be used
to reduce flood insurance premiums for property owners. These reduced premiums reflect the reduced
flood risk resulting from the City’s efforts toward reducing flood damage to insurable properties. Utility
Engineering Section staff are responsible for implementing the CRS program in Renton.
3.3 INSPECTION, OPERATIONS, AND MAINTENANCE
Inspection, operations, and maintenance is generally completed by the Maintenance Services Division in
Public Works in coordination with Utility Engineering Section staff. Current Maintenance Services
Division staffing for surface water O&M is 16.24 FTEs, including the Surface Water Maintenance
Manager and Supervisor. The following are surface water work activities in the inspection, operations
and maintenance category:
Illicit discharge and detection elimination
Inspection
Cleaning
Repairs
Construction
Emergency response/customer service
Vegetation Control for water, surface water, and wastewater facilities and street rights‐of
way
Table 3‐2 summarizes the surface water infrastructure that the Maintenance Services Division is
responsible for inspecting and/or maintaining.
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Table 3‐1.
Surface Water Management Inventory Data
Type of Facility Quantity1 Unit
Catch Basins/manholes 17,028 Each
Drainage Pipe 277 Miles
Ditches 22.5 Miles
Culverts 8.6 Miles
Detention Facilities3 – City Maintained
Water Quality Facilities2 – City Maintained
263
171
Each
Each
Detention Facilities3 – Privately Maintained4 393 Each
Water Quality Facilities- Privately Maintained4 347 Each
1 Quantities were estimated in 2020 using information available from the City's GIS.
2 Facilities include wet ponds, bioswales, Filterras, etc.
3 Facilities include ponds, vaults, and tanks.
4 The quantity for private facilities includes residential subdivisions and commercial and industrial sites.
The City has a maintenance management system where Maintenance Service Division activities are
recorded. Table 3‐3 lists these activities, along with the activity numbers and the categories into which
they are grouped. Maintenance Services Division staff record all hours worked in these categories.
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Table 3‐ 2.
Maintenance Program Activities
Category Activity Activity No.
Cleaning
Manhole Cleaning 60002
Line Cleaning 60010
Root Cutting 60015
Brush Ctg/Ease/RDS/DT 60016
Facility Cleaning 60009
CB Cleaning 60072
Drain Patrol 60075
Retention Cleaning 60081
Ditch Cleaning 60091
Repair/Replace
MH Repair/Replace 60001
MH Lid and Ring Replace 60006
Line Repairs 60012
CB Repairs 60172
Retention System Repairs 60173
Ditch Repair 60174
Inspection Inspect New Construction 60019
TV Inspection 60020
Misc/Inspections 60024
Public/Private Drainage Inspections 60194
NPDES WQ Facility Inspection 60007
Construction Line Construction 60112
CB Construction 60113
Vegetation Control Rights-of-way 60333
Domestic Water Facilities 60331
Surface Water Facilities 60300
Surface Water Easements 60005
Wastewater Easements 60334
Other
Customer Service/Info 60100
IDDE and IC 60700
Equipment and Shop Service 60800
Emergency Response 60911
Work for Other Sections 60999
Field Supervision 60901
Professional Training 60902
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3.3.1 ILLICIT DISCHARGE DETECTION AND ELIMINATION
Illicit discharge detection and elimination (IDDE) is the responsibility of the Maintenance Services
Division with support from the Utility Division to respond to spills, report, and keep records per the
NPDES permit requirements. Coordination is sometimes needed with the City airport, Planning Division,
Parks Division, Renton Regional Fire Authority and other city departments.
3.3.2 INSPECTION
Inspection activities for compliance with the Controlling Runoff and Operations and Maintenance
programs of the NPDES Permit are shared by Public Works staff in the Maintenance Services Division
and Utility Division, and by the Planning Division of the Community and Economic Development
Department. Private stormwater facility inspections are conducted by the Utility Division while public
stormwater facility inspections are conducted by the Maintenance Services Division. Construction
inspection of City projects is provided by the Maintenance Services Division and Planning Division, and
construction inspection for private development is completed by staff in the Planning Division.
Inspections may lead to follow‐up maintenance work for the Maintenance Services Division for
stormwater facilities for which the City has assumed maintenance responsibilities, or for which private
owners have not cooperated to fulfill their maintenance obligations if the lack of maintenance is
impacting the City’s system. Table 3‐2 shows the number of City‐maintained and privately‐maintained
facilities.
3.3.3 CLEANING
The Maintenance Division is responsible for cleaning the stormwater system, including ditches, pipes,
culverts, catch basins, and inlets. There are three eductor truck crews that are dedicated to the Utility
with the following functions:
NPDES‐related services throughout the City, primarily pipe and catch basin cleaning.
Ongoing maintenance in the Benson Hill area. After the April 1, 2008, annexation of the
Benson Hill area, City crews noted that surface water management facilities required more
maintenance than anticipated. Some of this maintenance includes minor/major
repairs/replacement to catch basins, driveway culverts, and pipes to maintain functionality
of the drainage system.
Other necessary work throughout the City and assistance with the eductor truck crews. This
includes NPDES‐related services and also includes remaining activities requiring an educator
truck crew, regardless of location within the City.
The NPDES permit specifies catch basin inspection requirements and the conditions under which catch
basins must be cleaned. The City has opted for an alternative compliance approach according to Section
S5.C.7.c.iii.c. of the NPDES Permit, as described in Section 4. Pipes, ditches, catch basins, and inlets with
a circuit are cleaned once during the permit term.
3.3.4 REPAIRS
Repairs are made on surface and stormwater infrastructure as needed by the Maintenance Division.
These include ditch regrading, catch basin and catch basin lid repair and replacement, spot repairs on
pipes, and other small repairs to keep the system functioning. The NPDES permit dictates a schedule for
maintenance activities. For stormwater system components that do not meet maintenance standards,
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problems related to the component’s function must be addressed within one year for stormwater
facilities, within six months for catch basins, and within two years for maintenance requiring capital
construction costs of less than $25,000.
3.3.5 CONSTRUCTION
New construction consists of installation of new stormwater infrastructure in areas where none
previously existed or to solve existing drainage problems. The Maintenance Division also inspects and
repairs CMP pipe as part of the asset management program further described in Section 5.7.
3.3.6 EMERGENCY RESPONSE/CUSTOMER SERVICE
Maintenance Division staff respond to emergencies such as flooding, surcharging catch basins or, pipe
breaks, and other problems for which they have the skills and equipment to rapidly deploy. Additionally,
they routinely provide customer as the first responders to drainage complaints and other calls that
come in to the customer service counter.
3.3.7 VEGETATION CONTROL
Maintenance Division staff control vegetation in the right‐of‐way, easements and at public facilities. Six
FTEs are dedicated to mowing, brush removal, noxious weed elimination and herbicide application
mostly from May through October. Vegetation control equipment consists of six types of mowers, three
flatbeds, three trailers and hand tools.
3.4 ADMINISTRATION
Utility administration requires staffing in the Public Works Department as well as support from the
Administrative Services Division. Utility pays for a portion of the Public Works Department
administrative staff. In addition, part of the Utility Engineering Section’s expenditures are
administrative, as are certain Maintenance Services Division administrative costs. Administrative
services provided outside the Surface Water Utility include:
Information Technology
Utility Billing
Also considered administrative are insurance costs and Utility’s share of technical services costs for
monument control, survey services, and appraisal services. Taxes, debt service, and general fund
allocation account for a percentage of the overall Utility budget and are described below.
3.4.1 INFORMATION TECHNOLOGY
Expenses included under this program element are interfund payments for telecommunications,
computer replacement, and information services operation.
3.4.2 UTILITY BILLING
Utility pays a portion of the Administrative Services Department staff to process surface water utility
bills. This effort includes preparing and mailing utility bills, utility bill payment collection, assisting the
public with billing inquires, and enforcement of delinquent payments.
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Utility billing activities include the costs that the Finance & Information Services Department charges
Utility. In addition, a percentage of Utility Engineering Staff time is spent estimating the billing
characteristics of new non‐residential development. Utility billing activities include account set‐up,
responding to customer billing complaints, and researching surface water utility billing.
3.4.3 GENERAL FUND COST ALLOCATION
Utility’s share of the 2020 General Fund Cost Allocation is $363,000, which is 4.3% of the program’s total
expenditures.
3.4.4 TAXES
Taxes include the 1.5% state B&O tax and the 6.8% city utility tax.
3.4.5 DEBT SERVICE
The debt service expense for Utility projects was $641,000 in 2020, which is 7.6% of the program total.
3.5 MANAGEMENT
Internal management activities include response to public records requests, budgeting, staff meetings,
performance appraisals, and day‐to‐day administration of the Utility’s Engineering Section.
External management activities include response to lawsuits, preparation of latecomer’s agreements, and
formation of special assessment districts. These activities are infrequently provided by the Utility’s
Engineering Section.
3.6 SUMMARY OF EXISTING PROGRAM
The 2015‐2019 expenditures for each program element are shown in Table 3‐4. This data was compiled
by reviewing staffing cost data from the Utility’s budget and the amount of time spent on different
broad program elements, as categorized in Table 3‐1. Based on this information, budget was allocated
to the programs that the Utility delivers to ratepayers.
Table 3‐ 3.
Average 2015‐2019 Staffing Expenditures for Program Elements1
Program Element Hours Cost
Engineering, Planning, Compliance, and Coordination 5,467 $322,297
Inspection, Operations and Maintenance2,3 33,779 1,641,063
Administration3 1,933 100,797
Management 2,626 162,806
Capital Improvement Projects 6,569 395,041
TOTAL Staff Hours and Costs 50,374 2,622,004
1 Hours and costs are based on 5-year average between 2015 and 2019.
2 Current Surface Water maintenance crew staffing (2020) is 16 FTEs at an approximate cost of
$126,545 per FTE per year. This is subject to change.
3 A portion of Administration and all Inspection, Operations and Maintenance Hours are based
on budgeted hours instead of actual hours.
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SECTION 4
REGULATORY REQUIREMENTS AND CITY POLICIES
4.1 INTRODUCTION
This section provides background for the regulatory framework by which Utility must operate and how
the City carries out policy direction, which is mostly driven by federal, state, and local regulations and
the City’s Land Use Comprehensive Plan.
4.2 REGULATORY REQUIREMENTS
Through the process of owning, operating, maintaining, and constructing the City’s surface water
management system, Utility has been designated as the responsible entity for ensuring compliance with
a number of local, state, and federal regulations. These regulations govern the quality of surface water
discharged, construction or other activities that affect aquatic habitat and endangered species,
development within critical areas, and participation in flood insurance programs. In some cases these
rules apply because of construction activities that Utility conducts to solve flooding, water quality, or
fish habitat problems. In other cases these regulations apply because Utility serves as the owner and
operator of the City’s Municipal Separate Storm Sewer System (MS4) and must comply with Federal and
State laws such as the City’s NPDES permit.
The City of Renton coordinates with jurisdictions at the local, county, state, and federal levels. A brief
discussion of this coordination is provided below.
There are portions of several major drainage basins that lie within the city limits and the UGB. As the
City of Renton lies at the downstream end of most of those basins, the City coordinates with
neighboring jurisdictions who share those basins to work together to alleviate flooding and improve
water quality in Renton and the surrounding area. Jurisdictions with shared basins include the cities of
Kent and Tukwila in the Black River Basin, Tukwila in the Duwamish River Basin, City of Seattle for
Duwamish River Basin, West Lake Washington Basin and the Cedar River Basin, the City of Newcastle in
the May Creek Basin and Gypsy subbasins, and unincorporated King County in the Cedar River Basin and
Soos Creek Basin.
The City coordinates with agencies at the state level, including Ecology on activities related to WRIAs 8
and 9 and NPDES permitting; WSDOT on transportation‐related activities and stormwater mitigation for
highway projects within the City limits (see Section 5.10.1.1); WDFW, particularly for Hydraulic Project
Approval Permits (HPAs), which are required for work in streams such as culvert replacements and
channel restoration; and KCFCD for flood prevention (see Section 5.10.2).
The City also coordinates with agencies at the federal level on activities requiring USACE permits,
specifically for work in wetlands, lakes, and streams that require a CWA Section 404 permit, as well as
flood prevention and emergency response (see Section 5.10.3). There are additional federal regulations
within the CWA and the NFIP that the City is required to follow, but Ecology has permitting authority
under the CWA and the Revised Code of Washington (RCW). As a result, the City coordinates directly
with Ecology for several of these regulations.
This section summarizes the regulations, as well as the related agency coordination required for the City
of Renton’s Surface Water Program.
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4.3 CITY ORDINANCES AND REGULATIONS
This section provides an overview of the City of Renton’s ordinances and regulations relevant to surface
and stormwater management. The City’s regulations are set forth in the Renton Municipal Code (RMC).
Stormwater related ordinances and regulations are in Title IV Development Regulations of the RMC.
Chapter 4, Environmental Regulations and Overlay Districts, includes the Critical Areas Ordinance and
Shoreline Master Program. Chapter 4 includes Development Guidelines and Regulations and Grading,
Excavation and Mining Regulations. Chapter 6 is where Drainage (Surface Water) Standards are found.
Below is a summary of each of these chapters and relevance to the Utility.
4.3.1 RMC 4‐3‐050 CRITICAL AREAS REGULATIONS
The purposes of RMC 4‐3‐050 as outlined in Section A are to:
1. Manage development activities to protect environmental quality and promote diversity of
species and habitat within the City.
2. Ensure that activities in or affecting critical areas do not threaten public safety, cause
nuisances, or destroy or degrade critical area functions and values.
3. Prevent the loss of critical area acreage and functions and strive for a net gain over present
conditions through restoration where feasible.
4. Assist or further the implementation of the policies of the Growth Management Act, the
State Environmental Policy Act, and the City Comprehensive Plan.
5. Provide City officials with information to evaluate, approve, condition, or deny public or
private development proposals with regard to critical area impacts.
6. Protect the public life, health, safety, welfare, and property by minimizing and managing the
adverse environmental impacts of development within and abutting critical areas.
7. Protect the public from:
Avoidable monetary losses due to maintenance and replacement of public facilities
and utilities, property damage, public mitigation of avoidable impacts, and public
emergency rescue and relief operations.
Potential litigation on improper construction practices occurring in critical areas.
8. Reduce the potential for damage to life and property from abandoned coal mines and
return the land to productive uses.
9. Maintain, to the extent practicable, a stable tax base by providing for the sound use and
development of areas of flood hazard areas to minimize future flood blight areas.
10. Protect riparian habitat to provide for bank and channel stability, sustained water supply,
flood storage, recruitment of woody debris, leaf litter, nutrients, sediment and pollutant
filtering, shade, shelter, and other functions that are important to both fish and wildlife.
This section of the RMC includes regulations that apply to wellhead protection, flood hazards, geologic
hazards, habitat conservation, wetlands, streams, and lakes. Management of stormwater requires
understanding potential impacts adjacent to or within critical areas because of the connection of
stormwater runoff to lakes, streams, groundwater, and wetlands, and linear infrastructure that
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intersects with critical areas features. Stormwater‐related projects and activities in these areas may
require a review, unless exempt.
4.3.2 RMC 4‐3‐090 SHORELINE MASTER PROGRAM REGULATIONS
RMC 4‐3‐090 adopts the Shoreline Master Program (SMP). The City’s SMP regulations are in accordance
with the Washington State Shoreline Management Act (SMA), as governed by RCW 90.58. and
Washington Administrative Code (WAC) WAC 173‐26. The purpose of the SMA is to manage the
shoreline for long‐term benefit by preserving ecology and natural character and increasing recreational
opportunities and public access. Uses that alter natural character, but are dependent upon the shoreline
are also recognized as an important part of the SMP.
The City has several shorelines subject to the SMP: the Cedar River, Lake Washington, Springbrook
Creek, Black River, and May Creek. Shoreline planning and regulations include the water body as well as
the lands within 200 feet of the ordinary high water mark (OHWM) or within 200 feet of floodways,
whichever is greater. Additionally, contiguous floodplain areas and all marshes, bogs, swamps, and river
deltas associated with streams, lakes, and tidal waters that are subject to the provisions of the State
Shoreline Management Act are included in the jurisdictional areas.
The City conducts a periodic review of its SMP every eight years, in accordance with the SMA, to ensure
that the SMP is consistent and up‐to‐date with applicable laws and regulations, City goals and policies,
and addresses changed or unique circumstances in the City.
Each shoreline has unique qualities that make it valuable, and Shorelines of Statewide Significance are of
particular importance. For the City, this includes Lake Washington and the Green River Shoreline.
Although the Green River is not within City limits, portions of the two hundred foot shoreline jurisdiction
are within the City Limits. The shorelines for these two water bodies comprise approximately 5.8 miles
of the shorelines of the state that are regulated by the City. Preference is, therefore, given to the
following uses in descending order of priority for Shorelines of Statewide Significance as established by
RCW 90.58.020:
1. Recognize and protect the statewide interest over local interest;
2. Preserve the natural character of the shoreline;
3. Result in long‐term over short‐term benefit;
4. Protect the resources and ecology of the shoreline;
5. Increase public access to publicly owned areas of the shorelines;
6. Increase recreational opportunities for the public in the shoreline;
7. Provide for any other element as defined in RCW 90.58.100, deemed appropriate or
necessary.
Approximately 18 miles of shoreline in the City fall under the jurisdiction of the SMA. These shorelines
are considered an extremely valuable resource not only to the City, but also to the region:
Cedar River
Green River (Portions of the 200‐ft shoreline jurisdiction within City limits)
Lake Washington
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May Creek from the intersection of May Creek and NE 31st Street in the southeast quarter
of the southeast quarter of Section 32‐24‐5E WM.
Springbrook Creek from the Black River on the north to SW 43rd Street on the south.
Black River
The SMP and SMA are typical considerations when stormwater infrastructure projects have the
potential to affect shoreline uses.
4.3.3 RMC 4‐4‐030 DEVELOPMENT GUIDELINES AND REGULATIONS – GENERAL
RMC 4‐4‐030 provides guidance to the Development Services Division and the Hearing Examiner for
various land use recommendations and decisions. Stormwater‐related provisions include requirements
for temporary erosion and sediment control, hydroseeding of graded areas, and the adoption by
reference of this Plan and other City Plans and Regulations.
4.3.4 RMC 4‐4‐060 GRADING, EXCAVATION, AND MINING REGULATIONS
The purposes of RMC 4‐4‐060 as outlined in the RMC in Section A are to:
1. Provide a means of regulating mining, excavation, and grading to promote the health,
safety, morals, general welfare, and aesthetics in the City.
2. Promote the progressive rehabilitation of mining, excavation, and grading sites to a suitable
new use.
3. Protect those areas and uses in the vicinity of mining, excavation, and grading activities
against detrimental effects.
4. Promote safe, economic, systematic, and uninterrupted mining, excavation, and grading
activities within the City.
5. Minimize adverse stormwater impacts generated by the removal of vegetation and
alteration of landform to comply with the requirements of the NPDES Phase II Municipal
Stormwater Permit.
6. Protect water quality from the adverse impact associated with erosion and sedimentation in
order to comply with the requirements of the NPDES Phase II Municipal Stormwater Permit.
(Ord. 5526, 2‐1‐2010).
This code is intended to reduce potential deleterious effects of grading, excavation, and mining on
surface water quality and provides City staff with tools for review, inspection, and enforcement of code
violations. Staff in the Community and Economic Development Division are primarily responsible for
activities related to grading, excavation, and mining. However, Utility staff will review soil and
geotechnical reports and it is important for Utility staff to understand these regulations to ensure
compliance when reviewing the reports.
4.3.5 RMC 4‐6‐030 DRAINAGE (SURFACE WATER ) STANDARDS
RMC 4‐6‐030 contains the City’s Drainage Standards. The following is the language from the RMC,
Section A. Purpose:
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1. The purpose of this Section is to preserve the City’s watercourses by minimizing water
quality degradation from siltation, sedimentation and pollution of creeks, streams, rivers,
lakes and other bodies of water, protect property from increased runoff rates, and to ensure
public safety.
2. It shall also be the purpose of this Section to reduce flooding, erosion, and sedimentation;
prevent and mitigate habitat loss; enhance groundwater recharge; and prevent water
quality degradation through permit review, construction inspection, enforcement, and
maintenance of drainage facilities/systems.
3. It shall also be the purpose of this Section to regulate the Municipal Separate Storm Sewer
System (MS4) regarding the contribution of pollutants, consisting of any material other than
stormwater, including but not limited to illicit discharges, illicit connections and/or dumping
into any storm drain system, including surface and/or groundwater throughout the City that
would adversely impact surface and groundwater quality of the City and the State of
Washington, in order to comply with requirements of the NPDES Phase II Municipal
Stormwater Permit.
4. It shall also be the purpose of this Section to create attractive and functional drainage
facilities that do not reduce public safety. (Ord. 5526, 2‐1‐2010; Ord. 5749, 1‐12‐2015)
The Administrator of the Public Works Department is responsible for the general administration and
coordination of this RMC section. This includes responsibility for reviewing drainage plans submitted in
accordance with this RMC section. This Section of the RMC adopts the 2016 King County Surface Water
Design Manual (KCSWDM) as amended by the City of Renton Amendments by reference. In February
2010, the City adopted the 2009 KCSWDM with City Amendments. These amendments to the 2009
KCSWDM are carried over to the current 2016 KCSWDM. The amendments were tailored to meet the
specific needs of the City of Renton by providing the exceptions, modifications and additions to the King
County Manual. One important change to the 2009 KCSWDM was the inclusion of a modified Flow
Control Map that shows a significant area of the City, including the Renton valley, downtown, and areas
east of I‐405 mapped as a Peak Rate Flow Control standard matching existing site conditions. This is a
significant deviation from the County’s 2009 flow control map which shows all areas mapped as Flow
Control Duration Standard matching forested conditions.
4.3.6 CITY OF RENTON COMPREHENSIVE PLAN
The first City of Renton Comprehensive Plan was developed in 1990 to meet the requirements of the
State Growth Management Act (GMA). Pursuant to Engrossed Substitute House Bill (ESHB) 2342, Renton
is required to review and, if needed, revised its comprehensive plan and development regulations by
June 30, 2024, and every eight years thereafter, The most recent version was adopted in 2015. The
City’s Comprehensive Plan incorporates a number of objectives and policies relevant to surface water
resources, which are described in Section 4.7 of this Plan. In addition to these objectives and policies,
the greatest impact of the City’s Comprehensive Plan on surface water systems and resources comes
from its land use element, which establishes the level of development density throughout the City.
Greater development densities result in higher percentages of impervious area, which impact water
quality, fish habitat, and the rate and volume of runoff.
4.4 STATE REGULATIONS
State regulations that govern activities conducted by Utility are described in this Section.
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4.4.1 RCW 43.21C STATE ENVIRONMENTAL POLICY ACT
Modeled after the National Environmental Policy Act (NEPA), the State Environmental Policy Act (SEPA)
requires the identification and evaluation of probable impacts of activities for all elements of the
environment. The SEPA rules (Chapter 197.11 WAC) became effective in April 1984. SEPA review occurs
in tandem with other agency processes. Whereas, other regulations focus on specific parts of a project
proposal, SEPA requires identification and evaluation of all probable environmental impacts
(https://ecology.wa.gov/Regulations‐Permits/SEPA/Environmental‐review/SEPA‐guidance/Basic‐
overview). SEPA addresses nonexempt construction, demolition, comprehensive plans, zoning, and
development regulations that are licensed, funded, or approved by a government agency. Any
nonexempt governmental action—at any level—may be conditioned or denied pursuant to SEPA (RCW
43.21C.060).
SEPA review occurs for almost all Utility projects.
4.4.2 RCW 77.55 HYDRAULIC CODE
WDFW requires a Hydraulic Project Approval (HPA) for construction activities that use, divert, obstruct,
or change the natural flow or bed of any waters of the state. The purpose of the requirements, which
are administered through the HPA permit process, is to ensure that construction or performance of
work is done in a manner that protects fish life (WAC 220‐660‐010). The types of construction activity
that typically require an HPA include bridge painting, channel improvements, stream restoration, or
culvert replacements within the OHWM of freshwater. Flood‐damage repair and prevention activities
such as bank stabilization, bridge repair, removal of sandbars and debris, channel maintenance and
other approved activities may be permitted as a five‐year plan, avoiding the need to permit each
individual activity.
Fish habitat enhancement projects involve elimination of fish passage barriers through culvert repair
and replacement as well as stream bank restoration and/or placement of instream structures.
An HPA is applied for by either submitting online through WDFW’s Aquatic Protection Permitting System
(APPS) or by submitting a Joint Aquatic Resource Permit Application (JARPA)
(https://www.epermitting.wa.gov/site/alias__resourcecenter/9978/default.aspx). This is the same form
that can be submitted for permits from Ecology, USACE, and DNR. After a 45‐day review period, WDFW
will approve, deny, or condition the permit. WDFW may require modifications to plans and
specifications and work timing to avoid or compensate for project impacts on fish ecology. Project
activities and possible modifications include, but are not limited to:
Making a culvert fish passable (includes consideration of 95 and 10% exceedance flows,
minimum flow depth, and maximum hydraulic drop).
Providing large woody debris in a stream channel.
Moving grading limits outside the ordinary high water line.
Specifying construction practices that prevent entry of construction equipment and/or
materials into the watercourse.
Specifying bed material, construction methods, construction period, riparian vegetation, and
any required mitigation.
If it is more cost‐effective, the applicant may be permitted to perform off‐site mitigation, provided it
would generate equal or greater biological functions and values compared to on‐site mitigation.
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4.4.3 RCW 86.16 FLOOD PLAIN MANAGEMENT
Chapter 86.16 RCW Flood Plain Management establishes statewide authority through regulations
promulgated by Ecology for coordinating the floodplain management regulation elements of the NFIP.
Under Chapter 173‐158 WAC, Ecology requires local governments to adopt and administer regulatory
programs compliant with the minimum standards of the NFIP. Ecology provides technical assistance to
local governments for both identifying the location of the 100‐year (base) floodplain and in
administering their floodplain management ordinances.
Ecology also establishes land management criteria in the base floodplain area by adopting the federal
standards and definitions contained in 44 CFR, Parts 59 and 60, as minimum state standards. Ecology
has approval authority over local floodplain management ordinances. Federal regulations allow
residential and nonresidential development in the floodplain if the proponent demonstrates that the
project is constructed to be one foot above the 100‐year base flood elevation as determined by a flood
insurance study. Ecology will disapprove an ordinance if minimum federal criteria for enrollment in NFIP
or state regulations on development in the floodplain are not met. State regulations allow only for
repair, reconstruction, or improvements of existing residential structures within the floodplain that do
not increase the ground floor area and that cost less than 50% of the market value of the existing
structure. The City’s first Flood Insurance Study and FIRMs were published in May 1981 and have been
updated in May 1995 and again in 2020 .
The City participates in the Community Rating System (CRS), and as a result it receives discounts on
flood insurance. Engaging in the following activities gives the City CRS credits:
Maintaining elevation certificates on all new and substantially improved buildings in the
Special Flood Hazard Area.
Maintaining elevation certificate data in computer format.
Making copies of elevation certificates on newer properties available at the CRS
Coordinator’s office.
Providing information on FIRMs and the flood insurance purchase requirement to inquirers
and publishing a document that tells lenders, insurance agents, and real estate agents.
Informing insurance agents about the availability of flood certificates.
Keeping a log of FIRM requests and responses.
Keeping the City’s FIRM updated and maintaining old copies of the FIRM.
Maintaining flood protection materials in the public library.
Enforcing the floodplain management provisions of municipal zoning, subdivision, and
building code ordinances.
Enforcing the current municipal building code.
Using and updating the City’s digital mapping system.
Maintaining the City’s elevation reference marks.
Enforcing the stormwater management provisions of municipal zoning, subdivision, and
building code ordinances for new developments in the watershed.
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Enforcing the requirement that all new buildings must be elevated above the street or
otherwise protected from drainage problems.
Implementing the City’s drainage system maintenance program.
Performing inspections and subsequent maintenance if warranted.
Enforcing the City’s stream dumping regulations.
4.4.4 RCW 36.70A GROWTH MANAGEMENT ACT
Enacted in 1990, the GMA is intended to manage growth in Washington’s fastest‐growing counties
through the adoption of local comprehensive land use plans and development regulations. A 1995 GMA
amendment requires all counties and cities in Washington to include the best available science in
developing policies and development regulations to protect the functions and values of critical areas.
The standard for all plans consists of 13 advisory goals aimed solely at guiding the development of local
comprehensive plans and development regulations. These advisory goals include encouraging urban
growth where reasonable, reducing urban sprawl, encouraging efficient transportation systems based
on regional priorities, encouraging the availability and variety of affordable housing, encouraging the
retention of open space and recreational opportunities, and protecting the environment.
4.4.5 RCW 90.48.260 AND STATE IMPLEMENTATION OF CLEAN WATER ACT
The CWA was passed in 1972 “to restore the chemical, physical, and biological integrity of the Nation’s
water” (33 USC 1251 [a]). There are four sections of this legislation that affect the City’s surface water
program. They are:
Section 303(d)
Section 401
Section 402 – NPDES
Section 404
The CWA is a federal regulation, but it establishes statewide authority for those states that the EPA
grants NPDES permitting authority. Washington state has been granted this authority and administers
the CWA through regulations promulgated by Ecology for Sections 303(d), 401, and 402 (RCW
90.48.260). These three sections, which the state administers using the same designations as the federal
government, are described in further detail below. Section 404 is administered federally and is
described in Section 4.5.3.
4.4.6 SECTION 303(D) – WATER QUALITY STANDARDS
Section 303(d) of the CWA requires states to periodically compose a list of water quality‐limited water
bodies. Waters on this list require a TMDL study, which determines the allowable pollutant loading for
the receiving waters for the water quality parameter causing the water quality impairment. It is the
responsibility of the state to perform the TMDL studies. Waters on the 303(d) list are prioritized for
TMDL studies. The TMDL is issued upon completion of the study. Several waters within the City are on
the 2016 303(d) list. The waters in Table 4‐1 are still on the waiting list for TMDL studies to be
performed. Although not within the City, there is a portion of the Soos Creek watershed within
unincorporated King County that is on the 303(d) list for low dissolved oxygen, temperature, and
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bacteria. Because of the critical salmon habitat provided by the Soos Creek system, Ecology in
coordination with the EPA and King County is conducting studies and developing a plan to control a
range of pollutants, including low dissolved oxygen and high temperature. This multiparameter TMDL
will identify problem pollutants and how much pollution reduction needs to occur to achieve clean
water (Ecology, 2020a). Additionally, a parallel process is being conducted to develop a TMDL for fecal
coliform in Soos Creek (Ecology, 2020b). Because some of the upper portion of the watershed is in
Renton, the City is actively participating in various stakeholder meetings to discuss development of the
TMDLs.
TABLE 4‐1:
CATEGORY 5 ASSESSED WATERS IN RENTON1
Water Body Segment Parameter(s)
Unnamed Tributary to Springbrook Creek Reach near 108th Ave SE and SE
196th St
Bioassessment
Unnamed Tributary to Springbrook Creek Reach near Bioassessment
Unnamed Tributary to Springbrook Creek Upstream and east of Hwy 167 Bioassessment
Springbrook Creek (Mill Creek) Near intersection of Talbot Rd. S Bioassessment
Johns Creek Lake Washington to I-405 Temperature, dissolved oxygen,
fecal coliform bacteria
May Creek East of May Creek Park Temperature
May Creek Near mouth at Lake Washington Temperature, fecal coliform
bacteria, bioassessment
Maplewood Creek Confluence with Cedar River Temperature
Molasses Creek Confluence with Cedar River to SE
Fairwood Blvd.
Bioassessment
Rolling Hills Creek South of I-405 Bioassessment
Black River Near Confluence with Green River and
Duwamish River to Longacres
Industrial Park
Dissolved oxygen, fecal coliform
bacteria, Bioassessment
Lake Washington Gene Coulon Park Fecal coliform bacteria
Lake Washington North of May Creek mouth Sediment bioassay
Unnamed Tributary to Lake Washington South of Renton Municipal Airport Bioassessment
Unnamed Tributary to Lake Washington North of Gene Coulon Park Temperature, fecal coliform bacteria
Cedar River Lake Washington to Molasses Creek
confluence
Temperature, Dissolved oxygen, pH
Unnamed Tributary to Cedar River Bioassessment
1. Category 5 assessed waters are per 2016 Washington Water Quality Atlas 303(d) listings
(https://fortress.wa.gov/ecy/waterqualityatlas/map.aspx Webpage accessed 8/10/20)
4.4.7 SECTION 401 – CERTIFICATION
Section 401 of the CWA requires that applicants receiving a Section 404 permit from USACE first receive
certification from the state that the proposed project will meet state water quality standards and other
aquatic protection regulations. In Washington, applicants are required to obtain the Section 401 water
quality certification from Ecology. The 401 Certification can cover both the construction and operation
of the proposed project. Any conditions of Ecology’s certification become conditions of the federal
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Section 404 permit. The federal agency cannot issue its permit until the certification is approved,
conditioned, or waived by the state. If the state denies a certification, an individual Section 401
certification is required for activities covered by a nationwide permit (ORIA, 2020).
4.4.8 SECTION 402 – NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
Section 402 of the CWA states that pollutants may not be discharged directly to surface waters unless
this is done under a NPDES permit. In Washington, authority to issue permits and oversee compliance
has been delegated to Ecology by the EPA. Ecology asserts requirements and a schedule for compliance.
The compliance schedule is never longer than the term of the permit. Permits are required to be
renewed at least every five years, and Ecology is responsible for writing new permits.
The NPDES program, as it relates to precipitation‐induced runoff (considered a point source), provides
permits for multiple activities that could impact water quality. These include but are not limited to:
Industrial Activities
Operating an MS4
Construction Activities
Utility operates its stormwater program under its NPDES Permit. The most recent permit was issued on
July 1, 2019 and became effective on August 1, 2019. The City has been operating under the NPDES
Permit since 2007. Continued City NPDES Permit coverage requires compliance with special and general
conditions outlined in the 2019 permit. These include the continuation of conditions familiar to Renton
from the 2013 Permit and new conditions that must be implemented by the prescribed permit schedule.
A summary of Renton’s activities to meet permit compliance is available in the City’s current
Stormwater Management Program Plan. New regulatory requirements and resource needs are
described in a regulatory memorandum (Appendix D) and in Section 5.
Key changes, from the previous permit to new permit beginning in August 2019, are described below. A
summary of resource needs and deadlines for these NPDES changes is provided in Section 5, Table 5‐1.
4.4.8.1 LONG‐RANGE PLANNING
The new permit requires a review of how stormwater management needs and protection/improvement
of receiving water health are informing long‐term plans.
Add section here for low impact development to review and document administrative and
regulatory barriers annually.
4.4.8.2 WATERSHED PLANNING
The new permit requires the City to evaluate watershed conditions and prioritize its watersheds based
on receiving water conditions and ability to affect change with stormwater management actions. A
stormwater management action plan must be developed for a high priority catchment that outlines
strategies and projects to improve watershed conditions.
4.4.8.3 MS4 MAPPING
Continue documenting conditions in MS4, collect and update outfall size and material data, and
complete mapping of all known connections from privately owned stormwater systems.
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4.4.8.4 SOURCE CONTROL AND BUSINESS INSPECTION PROGRAM
The new permit requires development and implementation of a source control program for existing land
uses. It requires enforceable documents or ordinances to require source control BMPs for pollutant
generating surfaces, an inventory of potential pollutant generating sites, an inspection program,
enforcement policy, and staff training.
4.5 FEDERAL REGULATIONS
4.5.1 NATIONAL ENVIRONMENTAL POLICY ACT
The goals of NEPA are to protect, restore, and enhance the environment. NEPA documentation
requirements apply to all activities with a federal nexus, (i.e., generally either federally funded or
needing federal permits). NEPA requirements are: adequately describe the environmental ramifications
of proposed actions, fully disclose to the public proposed federal actions and provide a mechanism for
public input to federal decision‐making, prepare environmental impact statements, and consider
alternatives and mitigation for every major action (usually construction projects) that would significantly
affect the quality of the human environment. The provisions for ensuring that agencies follow NEPA are
in the Council for Environmental Quality (CEQ) provisions for implementation (43 CFR 1500‐1508).
4.5.2 CLEAN WATER ACT
The CWA includes four sections that affect the City’s surface water program. They are:
Section 303(d)
Section 401
Section 402 – NPDES
Section 404
As described previously in Section 4.4.5, the Clean Water Act is a federal regulation that establishes
statewide authority through regulations promulgated by Ecology for Sections 303(d), 401 and 402 (RCW
90.48.260). These three sections are described in Sections 4.4.6 through 4.4.8.
Section 404 is not administered by the state, and is described as follows.
4.5.3 SECTION 404
Section 404 pertains to activities involved with filling waters of the United States. The water in question
is usually a wetland. A wetland is defined as “areas that are inundated or saturated by surface or ground
water at a frequency and duration sufficient to support, and that under normal circumstances do
support, a prevalence of vegetation typically adapted for life in saturated soil” (33 CFR 328.3 [c][16]).
USACE has regulatory authority to administer a permit program that results in no net loss of these
waters of the United States.
When evaluating activities that are regulated by Section 404, the emphasis is to look at alternatives that
avoid, then minimize, then compensate for any wetland impacts. Unavoidable impacts are compensated
for by a system of replacement ratios that vary depending on the quality of wetlands being impacted.
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4.5.4 ENDANGERED SPECIES ACT
Puget Sound and its tributary streams in the vicinity of the City provide habitat, or may provide habitat,
for aquatic species listed as threatened or endangered under ESA. The ESA prohibits killing or harming
an endangered species in any way, including significant modification of critical habitat for that species.
Section 7 of the Act is the interagency cooperation mechanism by which Federal agencies ensure that
the actions they take or fund do not jeopardize the existence of any listed species.
National Oceanic and Atmospheric Administration (NOAA) Fisheries is responsible for marine species.
The U.S. Fish and Wildlife Service (USFWS) is responsible for resident aquatic species. In June 2000,
NOAA Fisheries adopted a rule prohibiting the “take” (which includes harassing, harming, pursuing,
hunting, shooting, wounding, killing, trapping, or collecting; or attempting any of these things) of 14
groups of salmon and steelhead listed as threatened under the ESA. Chinook salmon in Puget Sound and
its tributaries (including the Green River) were federally listed as threatened species by the NOAA
Fisheries in March 1999 (NOAA, 1999). Bull trout in Lake Washington and the Green River were listed as
threatened species by USFWS in November 1999 (USFWS, 1999). NOAA federally listed steelhead as a
threatened species in May 2007 (NOAA, 2007). Coho salmon are currently a species of concern in the
Puget Sound (NOAA, 2006). These listings directly affect City practices. For instance, the City’s routine
road maintenance program must be approved by NOAA Fisheries as being consistent with the
conservation of listed salmonids’ habitat by contributing to the attainment and maintenance of properly
functioning condition. If a project has a federal nexus (i.e., federal permit or federal funding), a
Biological Assessment (BA)—also known as a Biological Evaluation (BE)—must be performed to
determine what, if any, effects the project or action may have on a listed species (50 CFR 402.12). The
purpose of a BA/BE is to review the biological requirements of a listed species to determine potential
effects of the project or action on those species (50 CFR 402.12). After the consultation process is
complete, the USFWS or NOAA Fisheries will issue a Biological Opinion (BO) (50 CFR 402.15). Formal
consultation may last up to 90 days with the Services having 45 days after consultation to write the
opinion. The BO will determine if the project or action would result in “jeopardy” or the destruction or
modification of critical habitat (50 CFR 402.14[h][3]). If a project or action is determined to affect a
species that has been proposed for listing, the federal lead agency must complete an informal
consultation with either the USFWS or NOAA Fisheries, but the results of the subsequent conference are
non‐binding.
NOAA Fisheries requires the City to participate in recovery activities for listed species. Regional (Puget
Sound area) recovery activities are supplemented by proactive interlocal agreements, such as
WRIA‐level habitat conservation planning.
The City facilitates ESA compliance at the local level by incorporating it into its critical areas ordinance
(CAO). For example:
The presence of a listed species is sufficient to classify a wetland as Category 1 (RMC
4‐3‐050[G][9][c][i]).
The presence of listed species may be used as justification to enact enlarged wetland buffers
on a case‐by‐case basis (RMC 4‐3‐050[G][9][d][iv]).
4.5.5 NATIONAL FLOOD INSURANCE PROGRAM
As stated in Section 4.4.3, Chapter 86.16 RCW Floodplain Management establishes statewide authority
through regulations promulgated by Ecology for coordinating the floodplain management regulation
elements of NFIP. Under Chapter 173 158 WAC, Ecology requires local governments to adopt and
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administer regulatory programs compliant with the minimum standards of NFIP, which is administered
through the Federal Emergency Management Agency (FEMA). Ecology provides technical assistance to
local governments for identifying the location of the 100‐year (base) floodplain. By enacting restrictions
and requirements on development in the floodplain, residents of Renton get reduced flood insurance
rates in return. Renton’s participation in the NFIP allows residents and businesses to obtain flood
insurance through the NFIP against potential flooding losses.
4.6 SUMMARY OF PERMITS REQUIRED
Permits needed for construction projects are summarized in Table 4‐2. The most common permits have
been discussed in Sections 4.2 through 4.4.
TABLE 4‐2:
PERMITS NEEDED FOR PROJECTS
Trigger
Permit or
Approval Agency Processing Time Comment
Report
Section
Federal nexus
NEPA NOAA Fisheries
or USFWS
Depends on whether
an EIS, EA, or
categorical exclusion
is required. If an EIS
is required, it usually
takes 3-7 years.
Independent of SEPA, but a
joint review can be arranged
on a case-by-case basis
4.5.1
ESA
Consultation or
Take
exemption
Varies widely, but 6
months is typical.
Does not apply if project will
have no impact on listed
species
4.5.4
Discharge or fill to
waters of the U.S.
CWA Section
404
Army Corps of
Engineers
30-180 days total “Waters” includes rivers,
streams, lakes, wetlands,
swamps, marshes, and
bogs.
Apply using JARPA.
Processed concurrently.
4.5.3
Work in navigable
waters
CWA Section
10
--
Federal nexus and
discharge to
navigable waters
CWA Section
401
Washington
State
Department of
Ecology
4.4.7
Nonexempt
construction,
comprehensive
plans, zoning, and
development
regulations that are
licensed, funded,
or approved by a
government
agency
SEPA Local agency
approving
authority
(usually
Renton),
licensing or
funding agency
6-8 weeks for
projects undergoing
Administrative
Review.
4.4.1
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TABLE 4‐2:
PERMITS NEEDED FOR PROJECTS
Trigger
Permit or
Approval Agency Processing Time Comment
Report
Section
Disturbance of at
least one acre of
soil and
disturbance on
sites smaller than
one acre that are
part
of a larger common
plan of
development or
sale, if the common
plan of
development or
sale will ultimately
disturb one acre or
more.
NPDES
Construction
Stormwater
Permit
Washington
State
Department of
Ecology
30 days after
submitting NOI
An Individual Permit will take
considerably longer to
process than a General
Permit.
4.4.8
Activity that could
cause pollution to
an isolated wetland
Isolated
Wetlands
Administrative
Order
About 90 days Wetlands that aren’t
connected to recognized
water bodies are regulated
here, instead of under CWA
Section 404
--
Activity that
temporarily
produces air
pollution above
allowed levels
Air Quality
Permit
At least 30 days Common trigger activities
include land-clearing burns
and demolition of
asbestos-containing
structures.
--
Drilling Soil Boring
NOI
No review delay--just
send in the form
Includes monitoring wells
and geotech borings.
--
Shoreline or
in-water work that
temporarily
increases turbidity
Temporary
Exceedance of
Water Quality
Standards
--
Activity that could
use, divert,
obstruct, or change
the flow of state
waters
Hydraulic
Project
Approval
Washington
Department of
fish and Wildlife
Up to 45 days Common trigger activities
are pipeline crossings,
culvert installations, and
outfall placements.
4.4.2
Construction or
staging on
state-owned land
Easement on
Public Lands
Washington
Department of
Natural
Resources
--
Shoreline
development
valued at $5000 or
greater
Shoreline
Substantial
Development
Permit
Renton
Community and
Economic
Development
Department
6-8 weeks for
projects undergoing
Administrative
Review. Up to 16
weeks for projects
Several exemptions apply
4.3.2
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TABLE 4‐2:
PERMITS NEEDED FOR PROJECTS
Trigger
Permit or
Approval Agency Processing Time Comment
Report
Section
Tree-cutting or
grading
Building and
Grading Permit
Renton
Community and
Economic
Development
Department
undergoing Shoreline
Hearing Board
Review and DOE
Review.
4.3.4
Any development Site Plan
Review, SEPA
and Civil
Construction
Permit
4.3.3
Development
activity not allowed
under the CAO
Variance Variances are generally
granted when necessary to
use a property reasonably,
provided the variance would
not be detrimental to public
welfare or land in the project
vicinity.
4.3.1
Development
activity not allowed
within Shoreline
Jurisdiction
Shoreline
Variance and
SEPA
Community and
Economic
Development
Department,
Shoreline
Hearings Board
16 weeks When an activity or
development is proposed
that does not comply with the
bulk, dimensional, and/or
performance standards of
the program, such
development or use shall
only be authorized by
approval of a shoreline
variance even if the
development or use does not
require a substantial
development permit.
4.4.1,
4.3.2
CAO: Critical Areas Ordinance
Corps: U.S. Army Corps of Engineers
CWA: Clean Water Act
EA: Environmental Assessment
EIS: Environmental Impact Statement
Ecology: Washington State Department of Ecology
ESA: Endangered Species Act
HPA: Hydraulic Project Approval
JARPA: Joint Aquatic Resource Permit Application
NEPA: National Environmental Policy Act
NOAA Fisheries: National Oceanic and Atmospheric Administration,
Department of Fisheries
NOI: Notice of Intent
NPDES: National Pollutant Discharge Elimination System
SEPA: State Environmental Policy Act
WDFW: Washington Department of Fish and Wildlife
WDNR: Washington Department of Natural Resources
4.7 PROGRAM POLICIES
This section summarizes program policies, which are generally set forth by the City’s Comprehensive
Plan. This section also discusses new policy directions evaluated during the development of this Plan.
4.7.1 CITY OF RENTON COMPREHENSIVE PLAN GOALS AND POLICIES
The City’s SWM Program carries out the policy direction set in the City’s Comprehensive Plan, as well as
directions expressed by elected officials, and the public. The City’s 2015 Comprehensive Plan (City of
Renton, 2015) and subsequent amendments adopted goals and policies that expressed the community’s
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desires related to surface water management. The Land Use Protecting the Natural Environment and
Ensuring Natural Resources for the Future and Utility Elements describes goals and policies that are
directly relevant to the SWM Program and provides direction, along with meeting regulatory
requirements that have resulted in the services that the City currently provides to ratepayers.
The goal of Utility is to implement a SWM Program that provides a level of service for flood protection,
water quality compliance, and habitat preservation in accordance with the needs of the City and in a
manner that is affordable. To provide background on how 2015 Comprehensive Plan goals and policies
have provided direction to the City’s current program, Tables 4‐3 through 4‐8 summarize relevant goals
and policies found in the different comprehensive plan elements that intersect with surface water
management.
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REGULATORY REQUIREMENTS AND CITY POLICIES OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 4‐17 TABLE 4‐3: 2015 COMPREHENSIVE PLAN LAND USE ELEMENT – PROTECTING THE NATURAL ENVIRONMENT AND ENSURING NATURAL RESOURCES FOR THE FUTURE GOALS AND POLICIES Goals and Policies Direction Given to Surface Water Program Flood Protection Water Quality Habitat Other1 Goals Protecting the Environment. Goal L-P Minimize adverse impacts to natural systems, and address impacts of past practice where feasible, through leadership, policy, regulation, and regional coordination. X X X a. b. c. e. Goal L-R Maintain extractive industries where their continued operation does not impact adjacent residential areas, the City’s aquifer, or critical areas. X X c Goal L-S Maintain Urban Separators to provide visual and physical distinction to the edges of Renton, protect critical areas, and provide a transition to the rural area. X X Goal L-U Preserve, protect, and enhance the quality and functions of the City’s sensitive areas including: lakes, rivers, major and minor creeks, intermittent stream courses and their floodplains, wetlands, ground water resources, wildlife habitats, and areas of seismic and geological hazards. X X X c Goal L-V Protect the natural functions of 100 year floodplains and floodways to prevent threats to life, property, and public safety associated with flooding hazards. X Goal L-X Support and sustain educational, informational, and public involvement programs in the City over the long term in order to encourage effective use, preservation, and protection of Renton’s resources. X X X a. b. Policies Protecting the Environment Policy L-21 Apply conditional use permits, or other approvals as appropriate, for extractive industries including timber, sand, gravel, or other mining to ensure that potential impacts are confined, limited, or mitigated. X X X Policy L-24 Manage urban forests to maximize ecosystem services such as stormwater management, air quality, aquifer recharge, other ecosystem services, and wildlife habitat. X X c Policy L-27 Manage water resources for multiple uses including recreation, fish and wildlife, flood protection, erosion control, water supply, energy production, and open space. X X X a Policy L-28 Minimize erosion and sedimentation in and near sensitive areas by requiring appropriate construction techniques and resource practices, such as low impact development. X DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
REGULATORY REQUIREMENTS AND CITY POLICIES OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 4‐18 TABLE 4‐3: 2015 COMPREHENSIVE PLAN LAND USE ELEMENT – PROTECTING THE NATURAL ENVIRONMENT AND ENSURING NATURAL RESOURCES FOR THE FUTURE GOALS AND POLICIES Goals and Policies Direction Given to Surface Water Program Flood Protection Water Quality Habitat Other1 Policy L-29 Protect the integrity of natural drainage systems and existing land forms, and maintain wildlife habitat values by preserving and enhancing existing vegetation and tree canopy coverage to the maximum extent possible and by restoring hydrological flows and improving the condition of shorelines. X X X Policy L-30 Maintain or increase the quantity and quality of wetlands. Development activities shall not decrease the net acreage of existing wetlands. X X X Policy L-31 Protect buffers along wetlands and surface waters to facilitate infiltration and maintain stable water temperatures, provide for biological diversity, reduce amount and velocity of run-off, and provide for wildlife habitat. X X X Policy L-32 Emphasize the use of open ponding and detention, vegetated swales, rain gardens, clean roof run-off, right-of-way landscape strips, open space, and stormwater management techniques that mimic natural systems, maximize water quality and infiltration where appropriate, and which will not endanger groundwater quality. X X X c Policy L-33 Acquire the most sensitive areas such as wetlands, flood plains, and wildlife habitat for conversion to parks and greenbelts. Pursue an overall net gain of natural functions and values by enhancing sensitive areas and providing incentives. X X X Policy L-35 Re-establish self-sustaining fisheries resources in appropriate rivers and creeks through habitat improvement projects that encourage and enhance salmonid use. X Policy L-36 Land uses in areas subject to flooding, seismic, geologic, and coal mine hazards should be designed to prevent property damage and environmental degradation before, during, and after construction. X Policy L-37 Emphasize non-structural methods in planning for flood prevention and damage reduction. X Policy L-38 Dredge the Cedar River bed within the existing engineered channel as one method of flood control. X Policy L-39 Provide information for and participate in informing and educating individuals, groups, businesses, industry, and government in the protection and enhancement of the quality and quantity of the City’s natural resources and to promote conservation. X X X b. c. DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
REGULATORY REQUIREMENTS AND CITY POLICIES OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 4‐19 TABLE 4‐3: 2015 COMPREHENSIVE PLAN LAND USE ELEMENT – PROTECTING THE NATURAL ENVIRONMENT AND ENSURING NATURAL RESOURCES FOR THE FUTURE GOALS AND POLICIES Goals and Policies Direction Given to Surface Water Program Flood Protection Water Quality Habitat Other1 Policy L-41 Conduct all City operations to minimize adverse environmental impacts by reducing consumption and waste of energy and materials; minimizing use of toxic and polluting substances; reusing, reducing, and recycling; and disposing of waste in a safe and responsible manner. X Policy L-42 Encourage environmentally friendly construction practices, such as Leadership in Energy and Environmental Design, Built Green, Salmon Safe, and Living Building Challenge. X Policy L-43 Support and implement the Mayor’s Climate Protection Agreement, climate pledges and commitments undertaken by the City, and other multi-jurisdictional efforts to reduce greenhouse gases, address climate change, sea-level rise, ocean acidification, and other impacts to global conditions. e. 1 Other falls into the following categories: a Public use/recreation b Public education c Groundwater protection, recharge for water supply, to minimize flooding, and/or to maintain stream flow during the dry season d Funding sources e Coordination with public agencies and neighboring jurisdictions DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
REGULATORY REQUIREMENTS AND CITY POLICIES OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 4‐20 TABLE 4‐4: 2015 COMPREHENSIVE PLAN TRANSPORTATION ELEMENT ‐ GENERAL GOALS AND POLICIES Goals and Policies Direction Given to Surface Water Program Flood Protection Water Quality Habitat Other1 Goals General Goal T-B Balance transportation needs with other community values and needs by providing facilities that promote vibrant commerce, clean air and water, and health and recreation. X X Policies General Policy T-3 Develop a transportation system that preserves and protects natural resources and complies with regional, state, and federal air and water quality standards. X TABLE 4‐5: 2015 COMPREHENSIVE PLAN ECONOMIC DEVELOPMENT ELEMENT – GENERAL GOALS AND POLICIES Goals and Policies Direction Given to Surface Water Program Flood Protection Water Quality Habitat Other1 Policies General Policy ED-17 Promote the efficient use of services and resources, including conserving water and energy, reducing waste, and protecting resource lands. Work cooperatively with local businesses to help protect the natural environment in a manner that is efficient and predictable. X X X 1 Other falls into the following categories: a Public use/recreation b Public education c Groundwater protection, recharge for water supply, to minimize flooding, and/or to maintain stream flow during the dry season d Funding sources e Coordination with public agencies and neighboring jurisdictions DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
REGULATORY REQUIREMENTS AND CITY POLICIES OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 4‐21 TABLE 4‐6: 2015 COMPREHENSIVE PLAN PARKS, RECREATION, NATURAL AREAS, AND TRAILS ELEMENT – GENERAL GOALS AND POLICIES Goals and Policies Direction Given to Surface Water Program Flood Protection Water Quality Habitat Other1 Policies General Policy P-5 Ensure long-term economic and environmental sustainability in system planning, design, operation, maintenance, and decision making. X X Policy P-7 Protect, conserve, and enhance the area’s diverse natural resources for the long-term health of ecosystems, and for the benefit and enjoyment of future generations. X X a. 1 Other falls into the following categories: a Public use/recreation b Public education c Groundwater protection, recharge for water supply, to minimize flooding, and/or to maintain stream flow during the dry season d Funding sources e Coordination with public agencies and neighboring jurisdictions TABLE 4‐7: 2015 COMPREHENSIVE PLAN UTILITIES ELEMENT – GENERAL GOALS AND POLICIES Goals and Policies Direction Given to Surface Water Program Flood Protection Water Quality Habitat Other1 Goals General Goal U-G Provide and maintain surface water management systems to minimize impacts of land use development and storm water runoff on natural systems, fish and wildlife habitat, water supply, public health, and safety. X X X Goal U-H Implement a stormwater management program that optimizes Renton’s water resources and promotes low impact development that combines engineering with the preservation of natural systems. X X Goal U-I Preserve and protect fish and wildlife habitat, riparian corridors, and wetlands for overall surface water system functioning. X X X DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
REGULATORY REQUIREMENTS AND CITY POLICIES OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 4‐22 TABLE 4‐7: 2015 COMPREHENSIVE PLAN UTILITIES ELEMENT – GENERAL GOALS AND POLICIES Goals and Policies Direction Given to Surface Water Program Flood Protection Water Quality Habitat Other1 Goal U-J Protect the natural functions of 100 year floodplains and floodways to prevent threats to life, property, and public safety associated with flooding hazards. X Goal U-K Increase the participation by the City of Renton in resolution of regional surface water and ecological issues that may impact Renton residents. X X X e. Policies Stormwater Management System Policy U-28 Design storm drainage systems to minimize potential erosion and sedimentation problems, and to preserve natural drainage, watercourses, and ravines. X X X Policy U-29 Control runoff from new development, redevelopment, and construction sites through the implementation of development design standards and construction techniques that promote the use of best management practices to maintain and improve storm water quality and manage stormwater flow. X X X Policy U-30 Provide incentives and regulations appropriate to an urban environment that reduce impervious surfaces, promote natural and distributed stormwater techniques, and incorporate native and naturalized vegetation. X X Policy U-31 Maintain, protect, and enhance natural drainage systems and natural surface water storage sites to protect water quality, reduce public costs, and prevent environmental degradation. X X X Policy U-32 Work to protect surface and groundwater resources from pollutants entering the storm drainage system. X c. Policies Natural System Protection Policy U-33 Manage water resources for multiple uses including recreation, fish and wildlife, flood protection, erosion control, water supply, recreation, and open space. X X X a. c. Policy U-34 Through public programs and new development, naturalize degraded channels, streams, creeks, and banks. X X Policy U-35 Prohibit filling, culverting, and piping of natural watercourses that are classified as streams, except as needed for a public works project where no other option is feasible and mitigation is provided to replace lost functions. X X X DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
REGULATORY REQUIREMENTS AND CITY POLICIES OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 4‐23 TABLE 4‐7: 2015 COMPREHENSIVE PLAN UTILITIES ELEMENT – GENERAL GOALS AND POLICIES Goals and Policies Direction Given to Surface Water Program Flood Protection Water Quality Habitat Other1 Policy U-36 Where feasible, promote the return of precipitation to the soil at natural rates near where it falls through development design that minimizes impermeable surface coverage and maximizes infiltration, through the exposure of natural surfaces, tree retention, and the use of LID techniques (such as flow dispersion, bioretention facilities, and permeable pavements). X X Policy U-37 Preserve and protect wetlands for overall system functioning. X X X Policy U-38 Protect buffers along wetlands, streams, rivers, and other water bodies to facilitate infiltration and maintain stable water temperatures, provide for biological diversity, reduce amount and velocity of run-off, and provide for fish and wildlife habitat. X X X Policy U-39 Ensure water level fluctuations in wetlands used as part of storm water detention systems are similar to the fluctuations under natural conditions. The utilization, maintenance, and storage capacity provided in existing wetlands should be encouraged. X X X Policy U-40 Minimize erosion and sedimentation by requiring appropriate construction techniques and resource practices. X Policy U-41 Limit discharges of pollutants such as chemicals, insecticides, pesticides, and other hazardous wastes to surface waters. X Policy U-42 Reduce the impact of new development on the environment by encouraging sustainable design techniques in public and private development, through LID and other sustainable development methods. X X Policies Public Health and Safety Policy U-43 Prohibit permanent structures from developing in floodways and manage development within the 100 year floodplain. Where development is permitted in the floodplain, ensure compliance with FEMA floodplain development regulations and the National Marine Fisheries Biological Opinion regarding the National Flood Insurance Program. X Policy U-44 Emphasize non-structural methods in planning for flood prevention and damages reduction. X Policy U-45 Continue to maintain levees and floodwalls and perform maintenance dredging of the Army Corps of Engineers constructed Lower Cedar River Flood Hazard Reduction Project to protect the Renton Municipal Airport, other essential public facilities, industrial, and residential areas in the urban center, educational and recreation investments, and other facilities. X DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
REGULATORY REQUIREMENTS AND CITY POLICIES OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 4‐24 TABLE 4‐7: 2015 COMPREHENSIVE PLAN UTILITIES ELEMENT – GENERAL GOALS AND POLICIES Goals and Policies Direction Given to Surface Water Program Flood Protection Water Quality Habitat Other1 Policies Regional Coordination Policy U-46 Actively participate in regional efforts to improve fish habitat and water quality that also contribute to the recovery of Endangered Species Act listed salmon in WRIA 8 and WRIA 9, which include May Creek, Cedar River, and Green River Basins. X X e. Policy U-47 Actively participate in the King County Flood Control District regional efforts to implement flood hazard reduction projects and programs on the major river basins in King County, including the Green River and Cedar River basins. X e. Policy U-48 Coordinate with adjacent cities, counties, state, and federal agencies in the development and implementation of NPDES Phase II Stormwater Permit, flood hazard management plans, and storm and surface water management programs. X X X e. Policies Utility Management Policy U-49 Provide high quality surface water utility services. Continue to develop policies, design standards, basin plans, and capital projects to maintain and restore the quality of Renton’s waterbodies, improve drainage, protect fish and wildlife habitat, and reduce flood hazards to protect people and property. X X X Policy U-50 Protect, restore, and enhance environmental quality through land use plans, surface water management programs, park master programs, urban forestry programs, transportation planning, development review, and incentive programs; work with citizens, land owners, and public and private agencies. X X X e. Policy U-51 Establish regulatory standards for sustainably developed public and private projects, to include standards for site design and layout, construction, and on-going maintenance and operation. X Policy U-52 Continue to assume maintenance of stormwater facilities in subdivisions that manage runoff from public streets. X X Policy U-53 Continue to implement a program to detect and remove illicit connections and contaminated discharges. X DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
REGULATORY REQUIREMENTS AND CITY POLICIES OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 4‐25 TABLE 4‐7: 2015 COMPREHENSIVE PLAN UTILITIES ELEMENT – GENERAL GOALS AND POLICIES Goals and Policies Direction Given to Surface Water Program Flood Protection Water Quality Habitat Other1 Policy U-54 Continue to implement public education and outreach activities to inform residents, businesses, and developers about ways they can prevent stormwater pollution. X b. 1 Other falls into the following categories: a Public use/recreation b Public education c Groundwater protection, recharge for water supply, to minimize flooding, and/or to maintain stream flow during the dry season d Funding sources e Coordination with public agencies and neighboring jurisdictions DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
REGULATORY REQUIREMENTS AND CITY POLICIES OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 4‐26 TABLE 4‐8: 2015 COMPREHENSIVE PLAN CAPITAL FACILITIES ELEMENT – GENERAL GOALS AND POLICIES Goals and Policies Direction Given to Surface Water Program Flood Protection Water Quality Habitat Other1 Goals General Goal CF-A Establish policies that enable the development and implementation of the Capital Investment Program in order to provide high-quality, well-maintained facilities and services that support the social, economic, cultural, safety, transportation, environmental, communication and other needs of the community, that are available at the time of development to serve new growth, and are equitably distributed. X X X Policies General Policy CF-7 Protect public health, enhance environmental quality and promote conservation of man-made and natural resources through appropriate design and installation of public facilities. X X X Policy CF-10 Coordinate with federal, state, regional and local jurisdictions, private industry, businesses and citizens in the planning, design and development of facilities serving and affecting the community. X X X d. e. 1 Other falls into the following categories: a Public use/recreation b Public education c Groundwater protection, recharge for water supply, to minimize flooding, and/or to maintain stream flow during the dry season d Funding sources e Coordination with public agencies and neighboring jurisdictions DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
REGULATORY REQUIREMENTS AND CITY POLICIES
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4.7.2 POLICY AND RECOMMENDED GUIDELINES
As a part of development of this Plan, City staff evaluated a policy for maintaining stormwater facilities
and recommended guidelines for hiring additional staff. The policy involved taking over maintenance
responsibilities for some residential plat stormwater facilities. This policy was specifically reviewed by
the City Council in October 2010, adopted, and is being implemented. More information about the
policy and its implications is presented in Section 5. The recommended guidelines included adding staff
resources in the future when annexations occur and adding staff resources as infill development occurs.
Annexations place new demands on Utility and the capital improvement program and require additional
staff and equipment resources to maintain the level of service currently provided by Utility. Likewise,
infill development results in additional Utility infrastructure to be maintained. These recommended
guidelines are discussed in Section 5.4. The policy issue paper and recommended guidelines contained
within are in Appendix A.
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SECTION 5
FUTURE PROGRAM NEEDS
5.1 INTRODUCTION
The City’s SWM Program has undergone significant changes in the past several years due to:
New responsibilities to comply with NPDES permit requirements.
City policy to assume maintenance responsibility for some private stormwater facilities.
Increased workload associated with large annexations and City‐wide vegetation
maintenance.
Additional O&M staff have been added to address these needs. Other future needs to address land use,
Utility processes, and potential regulatory issues over the next six year planning period are described in
the sections below and include:
Additional staff and resources to address infill development, which expands stormwater
infrastructure (i.e., conveyance and flow and water quality facilities) that is inspected and
maintained by the City.
Implementation of an asset management and system reinvestment program.
Inventory of culverts and streams with fish passage issues to prioritize for repair and/or
replacement in preparation for the possibility that Cities and Counties are included in future
court cases that require repair of fish passage barriers in Washington State.
Update of this Surface Water Utility System Plan.
This section also describes ongoing activities that are recommended for continuation, including Utility
coordination with outside agencies for major projects associated with transportation corridors or the
major rivers in the City and other surface water initiatives and that are important to City residents.
5.2 NPDES PERMIT COMPLIANCE
The City is on its third NPDES Phase II MS4 permit cycle. The most current permit became effective on
August 1, 2019 and expires on July 31, 2024. Each successive permit includes modifications designed to
improve water quality in the MS4 and results in additional City requirements. New NPDES requirements
have created the following needs for the City: resources to develop and implement a source control
program , additional MS4 mapping and documentation, and stormwater planning including
,development of a Stormwater Management Action Plan for a high priority watershed (see
Programmatic Fact Sheet, Appendix E). Implementation of projects and strategies identified in the
Stormwater Management Action Plan will not be expected to occur before the 2024 permit expiration,
but will be expected in future years. Once set‐up, the source control program will be an ongoing
program that will require staffing and resources of up to one additional FTE. Table 5‐1 presents a
summary of NPDES permit elements and estimates of existing budget for continuing programs and a
range of potential increases, if any, in resource needs. The result is that new NPDES permit
requirements could increase resource demands from between 3.7 to 5.7FTEs. No new equipment and
materials impacts are assumed.
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
FUTURE PROGRAM NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 5‐2 TABLE 5‐1. SUMMARY OF KEY NPDES PERMIT ELEMENTS AND BUDGET REQUIREMENTS (BASED ON PERMIT EFFECTIVE 8/19)1 Range of Resource Needs Range of Costs2 Low Range High Range Low Range4 High Range4 Item Permit Section No. Brief Description Increase in FTE Resources3 Equipment & Materials Increase in FTE Resources3 Equipment & Materials Stormwater Management Program (SWMP) S5.A. 1 through 4 On-going implementation and annual documentation of planned activities and actions taken to comply with applicable TMDLs, permit conditions, and monitoring requirements. Continuation of existing program Coordination Among Permittees S5.A.5 In an effort to eliminate barriers to compliance with the terms of the permit, the City will need to coordinate among departments and document internal compliance in the Annual Report no later than March 31,2021 Minimal Coordination with Long-Range Plan Updates S5.C.1.b City must describe how stormwater management needs and protection/improvement of receiving water health are (or are not) information the planning update processes. Documentation is included in the Stormwater Annual Report. Minimal Low Impact Develop Code S5.C.1.c Ongoing program to require LID BMPs and LID principles and to make LID the preferred and commonly used approach for site development. City must provide an annual update on progress and/or barriers. Minimal Stormwater Management Action Planning/Watershed Planning S5.C.1.d. City must develop a Stormwater Management Action Plan for one high priority watershed no later than March 31, 2023. Interim permit deliverables in support of the Stormwater Management Plan include a watershed inventory and receiving water assessment by March 31, 2022, receiving water prioritization by June 30, 2022. Minimal 0.5 $125,000 $200,0005,6 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
FUTURE PROGRAM NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 5‐3 TABLE 5‐1. SUMMARY OF KEY NPDES PERMIT ELEMENTS AND BUDGET REQUIREMENTS (BASED ON PERMIT EFFECTIVE 8/19)1 Range of Resource Needs Range of Costs2 Low Range High Range Low Range4 High Range4 Item Permit Section No. Brief Description Increase in FTE Resources3 Equipment & Materials Increase in FTE Resources3 Equipment & Materials Public Education and Outreach S5.C.2 Ongoing education program aimed at the general public, businesses, engineers, contractors, developers, land use planners, residents, landscapers, property managers/owners, and school age children to build general awareness about stormwater impacts and affect behavior change to reduce or eliminate behaviors that contribute to adverse stormwater impacts. Conduct an evaluation of effectiveness of ongoing behavior change campaign no later than July 1, 2020. Develop a strategy to implement actions to address lessons learned from effectiveness study no later than February 1, 2021 and begin to implement outreach strategy based on lessons learned no later than April 1, 2021. Public education and outreach results must be documented no later than March 31, 2024. Minimal Creating Stewardship Opportunities S5.C.2 Ongoing program to provide and advertise stewardship opportunities and/or partner with other organizations to encourage residents to engage in surface and stormwater activities storm drain marking and other events. Continuation of existing program MS4 Mapping and Documentation S5.C.4.b.ii Ongoing program to map and document MS4. No later than August 1, 2023, complete mapping of all known connections from the MS4 to a privately owned stormwater system. Minimal 0.2 $10,000 $29,0006 Detect and Identify Illicit Discharges and Illicit Connections S5.C.5.d. City must conduct field screening of at least 12% of the MS4 annually and track total percentage of MS4 screened beginning August 1, 2019. Train municipal field staff. Continuation of existing program DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
FUTURE PROGRAM NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 5‐4 TABLE 5‐1. SUMMARY OF KEY NPDES PERMIT ELEMENTS AND BUDGET REQUIREMENTS (BASED ON PERMIT EFFECTIVE 8/19)1 Range of Resource Needs Range of Costs2 Low Range High Range Low Range4 High Range4 Item Permit Section No. Brief Description Increase in FTE Resources3 Equipment & Materials Increase in FTE Resources3 Equipment & Materials Address Illicit Discharges and Illicit Connections S5.C.5.e Implement procedures to characterize, trace sources, and eliminate illicit discharges and connections within specified deadlines. Continuation of existing program Ordinance Addressing Runoff from New Development, Redevelopment and Construction Sites S5.C.6.b Adopt and make effective a local program, no later than June 30, 2022 that addresses runoff from new development, redevelopment and construction site projects consistent with a Phase I program approved by Ecology and amended to include Appendix 10. Minimal Site Plan Review, Inspection and Enforcement S5.C.6.c Review of stormwater site plans and inspection of development sites before, during and after construction per the permit conditions. Process also includes inspection of BMPs and facilities in new residential developments every 6 months until 90% of the lots are constructed, recordkeeping and enforcement. Minimal Annual Inspection of Stormwater Treatment and Flow Control BMPs/Facilities that discharge to MS4 S5.C.7.b.i.b Ongoing program to annually inspect all stormwater treatment and flow control BMPs that discharge to the MS4, unless otherwise exempted from this permit condition. Continuation of existing program DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
FUTURE PROGRAM NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 5‐5 TABLE 5‐1. SUMMARY OF KEY NPDES PERMIT ELEMENTS AND BUDGET REQUIREMENTS (BASED ON PERMIT EFFECTIVE 8/19)1 Range of Resource Needs Range of Costs2 Low Range High Range Low Range4 High Range4 Item Permit Section No. Brief Description Increase in FTE Resources3 Equipment & Materials Increase in FTE Resources3 Equipment & Materials Annual Inspection of Municipally Owned Stormwater Treatment and Flow Control BMPs/Facilities S5.C.7.c.i Ongoing program to annually inspect all municipally owned or operated stormwater treatment and flow control BMPs/facilities and conduct maintenance activities. 1.0 2.0 $126,500 $253,000 Inspect and clean catch basins S5.C.7.c.iii Inspection of catch basins and inlets is required once every two years. This requirement may be changed based on maintenance records of double the length of time of the proposed inspection frequency. The City meets this requirement through an alternative of cleaning all pipes, ditches, and catch basins and inlets in a circuit once during the permit cycle. Additional staff resources are needed to keep up with increasing number of assets. 2.0 2.0 $253,000 $253,000 Pollution Prevention and O&M S5.C.7.d. and f Ongoing program to document and implement an operations and maintenance program to prevent or reduce pollutants in runoff on lands owned by the City. Implement a Stormwater Pollution Prevention Plan (SWPPP) for all heavy equipment maintenance or storage yards, and material storage facilities owned by the City that do not have coverage under the Industrial Stormwater General Permit. Update the SWPPP(s) no later than December 31, 2022. Minimal DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
FUTURE PROGRAM NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 5‐6 TABLE 5‐1. SUMMARY OF KEY NPDES PERMIT ELEMENTS AND BUDGET REQUIREMENTS (BASED ON PERMIT EFFECTIVE 8/19)1 Range of Resource Needs Range of Costs2 Low Range High Range Low Range4 High Range4 Item Permit Section No. Brief Description Increase in FTE Resources3 Equipment & Materials Increase in FTE Resources3 Equipment & Materials Source Control and Business Inspection Program S5.C.8 Adopt and make effective an ordinance or enforceable document to require source control BMPs for pollutant generating sources associated with existing land uses no later than August 1, 2022. Develop an inventory of sites that have potential to generate pollutants to the MS4 no later than August 1, 2022. No later than January 1, 2023, implement an inspection program to annually inspect 20% of sites in the City’s inventory of pollution generating sites. No later than January 1, 2023, implement a progressive enforcement policy that requires sites to comply with stormwater requirements. 0.7 1.0 $88,200 $126,500 Reporting and Staff Training S5.C.5, S5.C.6, S5.C.7, S5.C.8 On-going O&M training program to develop and implement procedures for keeping records of inspection and enforcement action by staff as well as a training program for employees whose construction, operation and maintenance job functions may impact stormwater quality. Continuation of existing program Monitoring and Assessment S8.A and S8.B The City participates in regional status and trends monitoring and stormwater management program effectiveness and source identification studies. Continuation of existing program $240,160 $240,160 Totals 3.7 $0 5.7 $0 $842.860 $1,101,660 Notes: 1. This estimate includes only significant changes in the resource needs and is not intended to capture all changes that have cost impacts. 2. Assumes $126,500k per Maintenance Worker 3 FTE (Salary and Benefits). Costs include existing costs for continuation of existing programs based on actual budgets, and new costs that show increases in FTE resources. Unless noted, resources are assumed to be maintenance staff. 3. FTE resources assume increases in staff resources only. 4. Totals are annual costs and do not include one-time costs, except where noted. 5. Cost includes staff time and consultant costs to develop SMAP. 6. Engineering staff assumed at $145k per year. DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
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5.3 CITY MAINTENANCE ON RESIDENTIAL FACILITIES
The City began assuming maintenance responsibility for private residential stormwater management
facilities adjacent to public streets in 2012. A policy decision was made on October 18, 2010 to assume
maintenance responsibility of these facilities to be consistent with King County policy, from which many
of these facilities were being transferred to the City during annexation, and to improve equity among
residents that pay SWM fees. Additionally, the City determined that City maintenance would improve
system reliability and reduce enforcement staff time spent on enforcement actions for facilities that are
not adequately maintained
The City has assumed maintenance of up to 115 residential facilities, and there are another 37 facilities
that meet the City’s standards to assume maintenance responsibilities. Some of these facilities are
pending transfer. Between the residential facilities and City‐owned facilities, the City maintains 264
stormwater facilities. There are 434 private stormwater detention facilities in Renton; 135 are
residential facilities. Besides the facilities that are pending transfer, it is not anticipated that many of
these facilities will be transferred to the City for maintenance, because they were either (1) constructed
prior to the NPDES permit requirement for inspection and maintenance and therefore exempt, or (2) are
not under management of an HOA and have no entity for which to negotiate a transfer agreement.
5.4 ANNEXATIONS
Over the years, numerous small annexations have occurred that have increased the size of the City, and
the amount of stormwater management infrastructure that the City owns and operates. In general,
most annexations were accommodated without any specific increase in Utility staffing, equipment
purchases, or rate increases. Individually, the small annexations did not require hiring any new staff to
accommodate the new infrastructure. Cumulatively, however, the effect is large. Figure 5‐1 shows the
per capita Utility engineering and maintenance staffing from 1990 through 2019. From 1990 through
2007, staffing generally remained constant, and the effect of infill development and annexations
reduced staffing on a per‐resident basis by nearly 20%. The increase in staffing that accompanied the
Benson Hill annexation in 2008 helped bring staffing back near 1990 levels. Since then, staffing ratios
have generally kept pace with population growth to the current levels in 2019‐ 2020, with slight dips
during the recession years (2009–2010).
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1. FTE data is from Adopted Budgets and does not reflect position vacancies. Population data from City of Renton Community
and Economic Development Department, Economic Development Division.
FIGURE 5‐1. SWM MAINTENANCE AND ENGINEERING FTES PER 1000 RESIDENTS BY YEAR AND POPULATION
In response to trends of annexations that result in significant growth in City population and additional
Utility responsibilities, the City evaluated potential policies that describe thresholds for adding new
staff, capital improvement needs, and equipment when annexations occur. A draft policy issue paper
developed in 2012 is included in Appendix A and discusses options for meeting Utility demand that
results from annexations. The recommended thresholds, on a per‐square‐mile basis are shown below,
updated to 2020 cost estimates:
$117,600 per year for maintenance staff (MWIII, Step C, 1 FTE including benefits).
$94,250 per year for 0.65 FTE engineering division staff (CEII, Step C, 0.65 FTE including
benefits).
One‐time cost for equipment and/or vehicle purchases (to be evaluated on an as needed
basis).
Ongoing annual cost for equipment and vehicle maintenance (to be evaluated on an as
needed basis).
Ongoing annual capital improvement needs of $150,000 per square‐mile of annexation
increase.
No additional large annexations are anticipated during the next six‐year planning horizon; however, staff
and budget increases may be warranted because of system expansion and population growth pressures
that result in additional workloads for Utility engineering and maintenance staff. Some of these
conditions, such as infill development and vegetation maintenance, are discussed below.
5.4.1 BENSON HILL ANNEXATION
The Benson Hill area was annexed on April 1, 2008. The 4.2‐square‐mile annexation increased the City’s
area by approximately 24% to 21.5 square miles.
0
20000
40000
60000
80000
100000
120000
0.15
0.17
0.19
0.21
0.23
0.25
0.27
1985 1990 1995 2000 2005 2010 2015 2020 2025 Population (number of Residents)Engineering and Maintenance FTEs per 1000 Residents1Years
FTE/1000
Population
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Upon annexation, the City increased its maintenance staff and dedicated an eductor truck crew to
address the needs of this area. After annexation, the City observed a lot of deferred maintenance of
Utility infrastructure due to the poor condition and extensive maintenance needs of the annexation
area. After 12 years, the Benson Hill annexation area still requires more maintenance than other areas
of the City. Future annexations should consider potential Utility rate increases to offset maintenance
needs if revenue generated from the annexation is not sufficient to manage asset conditions in newly
annexed areas. The draft issue paper in Appendix A suggests potential Utility resource needs for
annexations.
5.5 VEGETATION MAINTENANCE
In 2018, a policy decision was made by the Maintenance Services Director to have the Utility
Maintenance Section conduct vegetation management for all right‐of‐way, Public Works facilities
(water, wastewater, and surface water), and easements. Previous to the policy decision, each
maintenance section (e.g., water, wastewater/surface water, streets) had their own part‐time seasonal
staff. This shift to City‐wide vegetation maintenance, along with the addition of new facilities through
infill development (discussed in Section 5.6), has increased workload for Utility maintenance staff.
Another consequence of the increased vegetation maintenance is the crew is not able to continually
operate one of the eductor trucks during the growing season due to staff demands for vegetation
maintenance.
5.6 INFILL DEVELOPMENT
The City prepared a draft policy paper describing the need to add maintenance staff, because infill
development results in additional Utility infrastructure (included in Appendix A). Infill development
generally refers to development or redevelopment within the City limits to currently established zoning
and often results in expansion of roads or road improvements. New Utility infrastructure resulting from
infill development can include new storm drain pipes, catch basins, and detention and water quality
treatment facilities. The City’s infill development analysis uses miles of storm drain pipe to characterize
all types of infrastructure, because storm drain pipe is thought to be a reasonable metric to describe the
storm drainage system.
Several land development projects are anticipated in the six year time frame.
ST3 Transit Center: The former Sound Ford site at 750 Rainier Ave S is planned for
development with a 700 stall parking garage and new transit center by Sound Transit. There
is potential for a mixed use multi‐story Transit Oriented Development (TOD) onsite.
Sam’s Club: The former Sam’s Club at 901 S Grady Way has an interested party discussing
redevelopment for single story retail. There was previous interest for a mixed use or multi‐
story development that is now not currently planned.
TOD subarea: The City hired a consultant to develop a TOD subarea plan with the purpose of
setting up improvements and development regulations, creating a multimodal center that
evolves into a pedestrian‐oriented neighborhood, and leveraging and identifying public
investments for private investments to follow.
Southport area near the Landing/Gene Coulon Park: The office buildings are currently
vacant. The location will be easier to access with the extension of Park Ave. Top Golf in
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partnership with a hotel that is moving forward with a development on vacant commercial
land at 745 Park Ave N.
Bryant Motors property: The former Bryant Motors property at 1300 Bronson Way N is
planning for a one‐story redevelopment project.
Sunset Terrace: Two mixed use projects ‐ 400 units next to the Renton Highlands Library and
800 units on the Highland Shopping Center site ‐ will add housing to the Sunset
neighborhood.
Old City Hall: A mixed use development with two market‐rate apartment buildings,
underground parking and a hotel is planned at the 200 Mill Ave S.
Redevelopment near the VMAC: There is interest to develop assisted living facilities in this
area.
The current ratio of maintenance workers to miles of storm pipe is one worker per 15 miles of storm
pipe. The City estimates that the cost to add one maintenance worker is approximately $126,000 per
year, which would cover wages, benefits, necessary equipment, and necessary vehicle expenses.
To maintain its maintenance level of service as infill development occurs, the City will need to track the
amount of new drain pipe resulting from infill development. It is not possible to predict how much infill
development will occur, especially with recent housing boom and recession periods, but long‐term
running average historical data can be used to provide some context. For example, between 1987 to
2006, the City reported that 55 miles of drain pipe were added to the system. At this rate, one additional
maintenance worker would be added every 9 years, and one additional engineer would be added every
14 years to manage stormwater system growth due to infill development.
5.7 ASSET MANAGEMENT
Managers of municipal infrastructure assets must make technical decisions regarding when and how to
maintain, repair, or renew their assets. Examples of these technical decisions include:
How much annual maintenance is required?
Is it more cost‐effective to maintain, repair, or replace a certain component of the system?
How can the remaining service life of a component or system meet the calculated?
Will the maintained, repaired or replaced component meet the desired performance
requirements?
What are the probabilities of failure for individual components and what are the
consequences of failure?
How can an asset manager make a logical, cost‐effective and objective decision with many
unknowns?
Investing in long‐term decision making has historically been difficult for the City due to competing
resource needs (e.g., solving flooding problems) and lack of physical data about the system. As a
consequence, system replacements have tended to be reactive (e.g., replacing a system after it has
failed) or opportunistic (e.g., replacing a system at the same time that another City project is working in
the area). This is an increasing concern for the City. For example, the City has many older corrugated
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metal pipe (CMP) systems that are subject to rusting out over time, already resulting in some system
failures.
Asset management is a body of management practices that maximizes the cost‐effective use of capital
assets over the life of the asset (Sivalingam, 2001). Its purpose is to get the most use out of each asset
over the life of the asset for the least long‐term cost. For pipeline management, asset management can
be defined as managing infrastructure capital assets to minimize the total cost of owning and operating
them, while delivering the City’s target level of service. Several large municipalities have implemented
asset management planning using sophisticated information systems and extensive personnel
resources. Such municipalities are responsible for making sure that its system stays in good working
order, regardless of the age of components or the availability of additional funds. Asset management
programs with long‐range planning, life‐cycle costing, proactive operations and maintenance, and
capital replacement plans based on cost‐benefit analyses can be the most efficient method of meeting
this challenge. Use of asset management will help protect the system integrity by (GASB, 1999):
Making sure components are protected from premature failure through proper operations
and maintenance.
Facilitating proactive capital improvement planning and implementation over longer cycles
to reduce annual and overall costs.
Reducing the cost of new or planned investments through economic evaluation of options
using life‐cycle costing and value engineering.
Focusing attention on results by clearly defining responsibility, accountability, and reporting
requirements.
Key elements of more sophisticated asset management programs include (USEPA, 2002):
Level of service definition
Selection of performance goals
Information system
Asset identification and valuation
Failure Impact evaluation and risk management
Condition assessment
Rehabilitation and replacement planning
Capacity assessment and assurance
Maintenance analysis and planning
Financial management
Continuous improvement
The City has implemented CityWorks, an off‐the‐shelf asset management program that is used as a tool
for maintenance work orders. It has not been extensively used for tracking and documenting asset
conditions; however, the system has that capability if integrated with other City tools such the GIS data
system inventory.
One of the key elements of asset management is understanding asset condition. The City has an existing
program to assess CMP pipes and prioritize maintenance, repair and replacement. This program should
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be enhanced to include condition assessment of all pipes, starting with those deemed high priority (see
Programmatic Fact Sheet, Appendix E).
5.8 CULVERT INVENTORY
In March 29, 2013, the US District Court for the Western District of Washington issued a permanent
injunction requiring state roads owned WSDOT, DNR, WDFW, or the Washington State Parks and
Recreation Commission to operate culvert crossings that are suitable for fish passage. The decision
reinforces treaty fishing rights granted by the federal government to Native American tribes in
Washington State dating back to the 1860s. The permanent injunction required the State to prepare a
list of all culverts in Western Washington with barriers to fish passage within 6 months of the ruling. By
October 31, 2016, WDFW was required provide for fish passage at each culvert listed as a barrier.
WSDOT must also provide barrier culverts with fish passage by 2030. Although the court ruling focused
on State‐owned culverts, it is possible that it could be broadened in the future to include other
governmental entities, such as counties and cities. In an effort to proactively address the potential
liability that the City may face in the future, Utility will begin the process of conducting a stream
inventory of all culvert crossings. This information will be used to field survey each culvert crossing in an
effort to identify fish passage issues and develop solutions with priority rankings to be incorporated in
the utility’s CIP program (see Programmatic Fact Sheet, Appendix E).
5.9 SURFACE WATER UTILITY SYSTEM PLAN UPDATE
This Surface Water Utility System Plan will need to be updated in the next 6–10 years to document and
identify new surface water program issues, strategies, resource needs, and implementation schedules.
5.10 SURFACE WATER UTILITY COORDINATION
The Utility often coordinates with outside agencies, including the WSDOT, KCFCD, Ecology, and
neighboring jurisdictions on issues of common concern such as discharges to streams, rivers, and Lake
Washington, or geographic overlap, such as transportation corridors, and large rivers.
5.10.1 WSDOT PROJECTS AND COORDINATION
The City frequently partners with WSDOT to administer and implement mutual benefit projects,
including habitat and surface water management improvements involving WSDOT highways that lie
within the City.
The Utility reviews WSDOT projects that may impact the downstream drainage system in the City of
Renton. Impacts may involve downstream ditches, basin land use and flows, water quality and detention
requirements, or pipe capacities. Utility reviews also focus on whether proposed WSDOT improvements
would create problems in the future. The City reviews WSDOT documentation including drainage
reports and environmental reports. The City reviews WSDOT projects for environmental protection
consistent with City polices related to wetlands, floodplain, stream buffer, and shorelines and works
with WSDOT to modify plans, easements, or maintenance in order to achieve mutually beneficial goals
for the City and WSDOT.
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5.10.1.1 WSDOT PROJECTS
The Utility has a long history of collaboration with WSDOT and expects to maintain this collaboration on
future projects. Such collaboration may include technical reviews, cost‐sharing or both. Within the last
decade, several major WSDOT construction projects were completed in the City. These projects are
highlighted below:
The Stage 1 Widening Project was completed in 2010 and includes the removal of the
Springbrook Creek box culvert under I‐405 and the construction of several flow control
ponds and media filter drains for water quality treatment.
The Stage 2 Widening Project was completed in 2011 and includes renovation (slip‐lining) of
the Renton coal mine drainage culvert under I‐405. Prior to the Stage 2 project, WSDOT also
installed a new culvert under I‐405 to replace the failed Thunder Hills Creek culvert.
The Thunder Hills Creek Mitigation Fish Barrier Retrofit Project was completed in 2012 and
provides mitigation for the Thunder Hills Creek culvert under I‐405 that was damaged and
subsequently replaced in 2008. Mitigation included the replacement of the SW 23rd Street
culvert under SR 167 and the plugging of cross culverts across SR‐167 to direct Panther
Creek to the north in a new channel. The subsequent 5‐year monitoring period ended in
2017, meeting all performance standards.
The following are current and future mutually beneficial projects where Surface Water and WSDOT are
collaborating or coordinating on:
The Springbrook Creek Wetland & Habitat Mitigation Bank Project: This project enhances 110 acres of
wetlands and buffer, and restores/creates a larger connected 20 acres of wetland; totaling
approximately 130 acres of wetlands. The project is a collaboration between the City and WSDOT to
create wetland credits that can be used for project the require wetland mitigation. Once all performance
standards are met, a total of 45.12 mitigation credits are expected to be available and shared equally
between the City and WSDOT. One credit compensates for one acre of Category II wetland. All credits
have been released from Units A, B, D, and E. All credits are anticipated to be released from Unit C by
the end of 2020. Following the 10‐year monitoring period and release of all credits, the bank will enter
its Long‐term Management Phase. Long‐term management will include annual inspections, monitoring
of hydrologic conditions and targeted wooded species, weed control, trash removal, and repair of
signage and structures due to vandalism and natural wear. The City is in the process of determining
credit value and what type of projects (e.g., commercial, residential, etc.) would be eligible to use the
credits. Sale of credits will be used to establish an interest‐bearing account to fund long‐term
management indefinitely.
I‐405/SR 167 Express Toll Lane and Direct Connector was completed in 2019, and provides
dedicated HOV/HOT direct access between SR167 and I‐405.
I‐405 Renton to Bellevue Widening and Express Toll Lanes began construction in 2020 and is
anticipated to end construction in 2024. This project will add a dual express toll lane system
from SR 167 in Renton to NE 6th St in Bellevue, improvements at the N Southport Drive and
NE 44th St interchanges, construction of portions of the Eastrail, and a new direct access
ramp and inline transit station at NE 44th St to help support Bus Rapid Transit operations.
Panther Creek Watershed Restoration Plan: Panther Creek Wetlands are a 58.5‐acre category II
wetland that encompasses an area east of SR 167 that parallels SR 167 from I‐405 (toe of Talbot Hill) to
just south of Panther Creek. This potential future project between the City and WSDOT is the Panther
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Creek Watershed Restoration Plan that provides benefits to Panther Creek and its wetlands. The
Panther Creek Watershed Restoration plan jointly collaborates and achieves the goals set within the
City’s East Side Green River Watershed Plan. The mutual environmental benefits between WSDOT and
the City are that the project establishes off‐channel fish refuge and rearing habitat in the wetland,
promotes water aeration, provides enhanced water quality treatment of highway runoff, enhances 33
acres of floodplain habitat, provides riparian plantings to increase shade and reduce water
temperatures, and removes three fish passage barriers in Panther Creek. This potential project provides
a unique opportunity to improve surface water management and reduces flooding along the East Valley
Road and the SW 34th Street drainage system in the City. Several elements of this project have been
already addressed as part of the Thunder Hills Creek Mitigation Fish Barrier Retrofit Project including the
construction a fish passable culvert across SR‐167 at the SW 23rd Street channel and the realignment of
Panther Creek south of SW 34th St. The Panther Creek partnership provides an unconventional focus on
stream mitigation and stormwater management by providing potential economic efficiencies with the
partnership, improves environmental mitigation beyond the immediate project site, and provides the
greatest environmental benefit without compromising project and Utility goals.
The most pressing segment of this project involves connecting fish‐passability from Rolling Hills Creek to
Springbrook Creek through Panther Creek. At SW 19th St where Rolling Hills Creek enters a culvert
under SR 167, there is a berm preventing flow south into the adjacent Panther Creek wetland area. By
creating a new fish‐passable channel across this berm and through the Panther Creek wetland area,
Rolling Hills Creek can continue south then west to enter the fish‐passable culvert under SR 167 at SW
23rd St. In order to ensure fish‐passability and prevent flooding to adjacent and influent areas, capacity
improvements will be made to the existing Panther Creek channel along SE 23rd. The existing culvert
under SR 167 at SW 19th St will be retained for overflow during major storm events. The level of
collaboration on this effort consists of executing a cost‐sharing agreement and likely forming an inter‐
agency design team.
Johns Creek Outfall: This project includes WSDOT’s proposed stormwater treatment facility north of N
Southport Drive and east of Lake Washington Boulevard N. WSDOT has conducted early coordination
with Utility engineering staff in the N 8th HOV project area. The Johns Creek system is near full capacity
and no additional storm flows can be allowed through the creek system. A Letter of Understanding
between WSDOT and the City was developed for the Johns Creek system, which stated that an outfall
pipeline must be built to directly discharge into Johns Creek with proposed improvements. Johns Creek
is known as a remnant backwater of Lake Washington, so hydraulic and hydrologic analyses must
consider summer water elevations from Lake Washington that might affect all hydraulic systems
upstream of Johns Creek. Specific design objectives have been established between the City and
WSDOT, which include:
Providing adequate outfall treatment for runoff from the I‐405 Corridor Project from MP
4.59 to MP 6.09 near N 8th Street HOV, portion of North Renton segment in the N Southport
Drive interchange area, and the Sunset Boulevard underpass area.
Providing adequate culverts for off‐site drainage from the east side to the west side of I‐405
from MP 4.59 to MP 6.09.
Designing outfall and culverts assuming ultimate development conditions for off‐site areas.
Culverts at 08.LW‐7.7 and 08.LW‐7.8 crossings: (the numbers 7.7 and 7.8 refer to the designated
milepost of I 405) New fish‐friendly culverts (or other structure) are proposed by WSDOT with the
ultimate discharge into the small stream located at the northernmost area of the City that drains
through a residential area north of the Misty Cove Condominiums. The collaboration level consists of
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providing technical review as needed to make sure that the City’s drainage system downstream isn’t
impacted.
5.10.2 KING COUNTY FLOOD CONTROL DISTRICT COORDINATION
KCFCD was established in April 2007 by the King County Council to protect public health and safety,
regional economic centers, public and private properties, and transportation corridors. KCFCD is
instrumental in addressing the backlog of maintenance and repairs to levees and revetments, acquiring
repetitive loss properties and other at‐risk floodplain properties, and improving countywide flood
warning and flood prediction capacity.
Overarching countywide strategies and objectives include:
Improving levee protection through major commercial, industrial, and residential areas.
Improving flood water conveyance and capacity.
Reducing hazards by removing flood‐, erosion‐, and landslide‐prone residential structures.
Providing safe access to homes and businesses by protecting key transportation routes.
Minimizing creation of new risks to public safety from development pressure.
Providing grant funding to local jurisdictions for flood control projects.
The King County Council governs KCFCD as a “District Board of Supervisors.” An advisory committee
advises the Board of Supervisors on regional flood protection issues by providing recommendations on
the district’s work program and budget, including CIP projects. The advisory committee is composed of
both permanent and rotating (two‐year) members. The 10 permanent seats on the committee are held
by each mayor (or council member alternate designated by the mayor) of Tukwila, Auburn, Kent,
Renton, Snoqualmie, North Bend, Carnation, Seattle, and Bellevue. The King County Executive is also a
permanent member of the committee.
Basin technical committees, which are responsible for ensuring that basin‐scale issues and technical
information are factored into countywide district decision‐making processes, are comprised of city staff
from jurisdictions within each basin. This includes the Green/Duwamish and Cedar River basins, which
the City of Renton lies within. These committees have the following objectives:
Provide input to KCFCD staff regarding annual and longer term capital improvement project
priorities.
Share relevant information across areas of the KCFCD that would influence implementation
of the district’s work program.
Review and help guide project implementation, as appropriate.
Develop policies and issues papers as required.
Coordinate jointly with state and federal partners on relevant issues.
King County employees are responsible for implementing flood hazard management programs and
projects, staffing the advisory and basin technical committees, providing technical and engineering
assistance to cities, and reporting progress back to the KCFCD’s Board of Supervisors, advisory
committees, and basin technical committees.
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5.10.3 OTHER COORDINATION ASSOCIATED WITH MAJOR RIVERS
In addition to KCFCD coordination, the City also coordinates with FEMA and USACE with respect to
emergency response and flood hazard reduction on the Green and Cedar rivers. Most of the work with
FEMA either involves pre‐disaster coordination or post‐disaster assistance. Post‐disaster assistance may
include emergency coordination during an event (as well as with the City’s internal emergency
management group), documentation of flood events and damage assessments, and assistance with cost
estimates for repairs. Coordination with USACE is most often associated with projects that were
designed by USACE and that need to be coordinated with the City as a local sponsor and to provide input
into the design and possibly provide assistance to the project.
5.10.4 FUTURE TMDL IMPLEMENTATION
There are currently twelve listed water bodies within Renton that could be potential candidates for
TMDL implementation. In addition, as described in Section 4.4.6, Ecology has begun the process of
developing a multi‐parameter TMDL to address water temperature, dissolved oxygen and aquatic
organisms for the Soos Creek watershed, which may affect parts of Renton within the watershed
(Ecology, 2020a).
This effort will require City staff to attend meetings, review studies, and be involved in decisions and
provide input during the development of the TMDL. Although it is uncertain what the TMDL
requirements will be, it is likely that City will require additional resources to implement TMDL strategies
that will reduce targeted pollutants to within state water quality standards. Some possible TMDL
strategies may include structural controls such as regional detention and water quality treatment
facilities or changes in development regulations that increase stream buffer widths.
5.11 CONTINUATION OF EXISTING SURFACE WATER INITIATIVES
Existing surface water initiatives or programs that take resources, but are important to the health of
residents or functionality of the surface and stormwater system include the following:
Mosquito Abatement Program – This program involves treating the uplands east of Panther
Creek Wetland and stormwater ponds during the spring and summer to control mosquito
infestations.
Stormwater Facility Fencing Program – This program involves bringing existing stormwater
facilities up to current standards and alleviating potential safety issues from public access to
drowning hazards.
City‐Wide Drainage Maintenance Program – This program involves conducting routine
maintenance such as vegetation and sediment removal at culverts discharging to streams
and creeks under programmatic permit authorizations.
Stream flow/Water Quality Monitoring Program – This program involves collection of
stream gage data at the Black River pump station.
5.12 SUMMARY
A summary of on‐going and future program needs, including estimated costs and FTE resource needs
associated with NPDES Permit Conditions is provided in Table 5‐2. Annexations are not expected to be a
resource driver for the Utility in the coming years as potential annexation areas have voted against
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annexation and those areas will continue to be outside of the City boundary. Infill development is
continuing and will add infrastructure and burden to the Utility and maintenance staff; however, current
staffing levels are keeping pace with the rate of infill development and no additional resources are
expected specifically for infill development over the next 6 years. The City should continue to monitor
the increased resources relative to maintenance staff levels and make adjustments as needed.
Additional maintenance staffing resources are needed to meet new NPDES requirements as noted in
Table 5‐1. With additional staff resources for NPDES surface water facility inspection and maintenance
the ability to meet the demands of vegetation management during the growing season will be improved
for Utility staff. As discussed previously, the City is, and will continue, coordinating with WSDOT and
other jurisdictions associated with the KCFCD. The amount of effort spent on these coordination efforts
has increased in recent years and may continue to do so. The City should monitor these coordination
activities and associated efforts and determine if additional budget is necessary in the coming years.
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FUTURE PROGRAM NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 5‐18 TABLE 5‐2. SUMMARY OF ON‐GOING AND FUTURE PROGRAM NEEDS Program Need Description/Potential Program Changes Conceptual Solution New FTEs Estimated Cost (2020) NPDES Compliance Details of compliance elements described in Table 5-1 Continue with existing NPDES program and enhance program with new permit requirements. 4 (high end) $1,101,660 (high end) Residential Plat Stormwater Management Facility Maintenance and Operation- continuation The City assumed operation and maintenance of 115 existing stormwater facilities on residential plats following a policy decision on October 18, 2010. Continue maintenance of 115 residential stormwater facilities. Transfer up to 18 additional facilities to Renton. 0.0 $685,000 annually Mosquito Abatement Program (Talbot Hill Area)- continuation The Panther Creek wetlands east of SR-167 and between I-405 and Valley Medical Hospital, are a large breeding ground for mosquitoes. Adult mosquitoes emerge from the wetlands in the late spring to feed in the residential neighborhoods in and around Talbot Hill. In addition to controlling adult mosquitoes, the City also treats for mosquito larvae in all City owned stormwater facilities including ponds and vaults. These mosquito abatement efforts help to reduce mosquito bites and subsequent risk of West Nile virus infection. The City implements an annual contract with pest control contractor to control mosquito populations through adulticiding of upland areas adjacent to the wetlands and treatment of City maintained stormwater ponds using larvicide during the spring and summer months. The budget may need to be adjusted annually to account for additional ponds that are acquired by the City through new construction. 0.0 $90,000 annually DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
FUTURE PROGRAM NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 5‐19 TABLE 5‐2. SUMMARY OF ON‐GOING AND FUTURE PROGRAM NEEDS Program Need Description/Potential Program Changes Conceptual Solution New FTEs Estimated Cost (2020) Stormwater Facility Fencing Project- continuation Past and current design standards (taken largely from King County Surface Water Design Manual) require stormwater ponds to have a perimeter fence only when interior side slopes are greater than 3 horizontal to 1 vertical. However, some existing ponds with flatter interior side slopes (i.e., that did not require perimeter fencing) and having standing water several feet or more deep can create a potential safety hazard, particularly for small children. The City has adopt a new policy of requiring all current and future ponds to be fenced which required changes to the City’s stormwater code and stormwater design manual The City is currently responsible for the maintenance of 28 residential facilities and 6 non-residential facilities that either do not have perimeter fencing or do not have a perimeter fence that meets the design standards. There are an additional 17 privately maintained stormwater facilities that will be eventually transferred to the City and will need to be fenced. 0.0 $100,000 annually Asset Management- enhancement Prioritize non-CMP pipes for condition assessment Develop protocols for using condition assessment data to identify maintenance, repair and replacement needs. The Surface Water utility has developed an asset management program that helps the utility with short, medium and long term planning of pipe replacement and repair, proactive inspection and maintenance of the City’s storm system and prioritizing replacement projects based on cost-benefit analysis and severity of defects. The program relies on a CCTV Truck with two operators, GraniteNet for viewing CCTV inspections, NASSCO PACP standards, and coordination between Surface Water Engineering and Maintenance sections. The utility will continue to advance this program to include non-CMP pipes. 0.0 $100,000 annually DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
FUTURE PROGRAM NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 5‐20 TABLE 5‐2. SUMMARY OF ON‐GOING AND FUTURE PROGRAM NEEDS Program Need Description/Potential Program Changes Conceptual Solution New FTEs Estimated Cost (2020) Culvert/Stream Inventory Identify all stream crossings with culverts Field inventory fish barrier culverts Prioritize fish barrier culverts and program into 6-yr CIP The Surface Water Utility began the process of conducting a stream inventory of all culvert crossings. This information was used to eventually field survey each culvert crossing in an effort to identify fish passage issues and develop solutions with priority rankings which can be incorporated in the utility’s CIP program. The establishment of a fish passage improvement program is currently under consideration. 0.0 $95,000 annually Surface Water Utility Plan The Surface Water Utility’s last comprehensive planning effort was conducted almost 20 years ago. A new surface water utility management plan is needed to reflect current capital needs and programs. Develop a comprehensive city-wide surface water planning document to provide guidance for programmatic and capital needs for the next 6 years and for future years. Update every 6 years. Last update as of the writing of this system plan was in 2020. 0.0 $120,000 Citywide Drainage Maintenance Program The City has many culverts discharging to streams and creeks that require routine maintenance including vegetation and sediment removal. The City has completed SEPA review and was issued a critical areas and shoreline exemption for vegetation and sediment removal at culverts within in the City. Fisheries has also issued an HPA that authorizes routine maintenance of 25 culverts and channels. City staff will still be required to obtain individual state and federal permits for each culvert. 0.0 $66,000 annually Surface Water Utility GIS The City’s infrastructure mapping needs continual updates as new storm water facilities, pipes and structures are taken into plats or acquired through annexations. Surface water utility GIS mapping to include new storm water systems, as-built information, recently annexed areas, and continual maintenance of GIS mapping. 0.0 $115,000 annually Stream Flow/WQ Monitoring Program Stream flow and water quality monitoring program. Currently collecting stream gage date at the Black River pump station. 0.0 $13,000 annually DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
FUTURE PROGRAM NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 5‐21 TABLE 5‐2. SUMMARY OF ON‐GOING AND FUTURE PROGRAM NEEDS Program Need Description/Potential Program Changes Conceptual Solution New FTEs Estimated Cost (2020) CMP Storm System Replacement Program This program consists of assessing the condition of all corrugated metal pipes (CMP) whose diameter is 18 inches or larger, located in high risk areas (i.e. under major roads). This program was driven by a failure of a CMP pipe along Rainier Ave S in 2018, which caused a major cavity to form underneath the road, and required an emergency repair project. This program is intended to address deficiencies in CMPs, which are more susceptible to deterioration than plastic and concrete pipes, before a catastrophic failure becomes imminent. Minor deficiencies are typically repaired through coordination with the surface water maintenance section, while replacement projects resulting from significant structural issues (e.g. deterioration of the pipe wall, pipe collapse) require the replacement or rehabilitation of the pipe and may require hiring a contractor. This program repairs and replaces corrugated metal pipes showing signs of deterioration in high risk areas to avoid catastrophic failures and emergency repairs. This project supports the city's goal of protecting public safety. 0.0 $580,000 Cedar River Flood Risk Reduction Feasibility Study The Lower Cedar River Flood Risk Reduction Feasibility Study intends to assess the feasibility of improving the level of flood protection and evaluate future flood risk mitigation projects along the Cedar River from River Mile 0 to River Mile 2.7. This feasibility study would identify potential measures or construction projects that would increase resiliency to floods greater than the 100-year event and identify the most feasible level of flood protection that could be achieved along this reach of the Cedar River, a critical area of development and economic activity within King County. The King County Flood Control Zone District (KCFCZD) placed the Feasibility Study on its 6-year Capital Improvement Project funding plan in 2018 and a funding agreement was executed with the City in April 2020. This study is expected to begin in 2020 and be completed by 2023. This study evaluates the feasibility of increasing the level of flood protection along the Lower Cedar River, and reducing the risk of flooding to the surrounding area in Renton. It supports the city's goal of protecting public safety. 0.0 $485,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
FUTURE PROGRAM NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 5‐22 TABLE 5‐2. SUMMARY OF ON‐GOING AND FUTURE PROGRAM NEEDS Program Need Description/Potential Program Changes Conceptual Solution New FTEs Estimated Cost (2020) WSDOT Limited Access ROW Runoff Impact Mitigation Program The city currently charges surface water fees to WSDOT for the SR-167 and I-405 right of way within Renton city limits. RCW 90.03.525 allows local municipalities to charge stormwater fees for state limited access highways and was modified when Senate bill 5505 was passed in 2019. The bill clarified the objectives of the Stormwater Management Funding and Implementation Program for highway related runoff problems and required charges paid by the state to local jurisdictions to be used solely for stormwater control facilities that directly reduce state highway runoff impacts or implementation of best management practices that will reduce the need for such facilities. A plan and progress report are required to be submitted annually so that WSDOT pays their stormwater fee to the City. This program consists of studies and improvements to city facilities downstream of limited access right-of-way implemented to remain in compliance with RCW 90.03.525. This program enables the city to keep collecting surface water fees from WSDOT for limited access right of way, and prioritizes improvements beneficial to both the City and WSDOT. It supports the city's goals of public safety and quality of life. 0.0 $192,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
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SECTION 6
CAPITAL IMPROVEMENT PROJECT NEEDS
6.1 GENERAL
This section includes a summary of the drainage system flooding, water quality, and habitat problems
along with proposed project solutions for the City. This section also describes the process that was used
to identify the problems. Most of the information on solutions to these problems and associated costs
was obtained from previous studies and documented in this Plan without further analysis. Conceptual
project solutions and planning‐level cost estimates were developed for a few additional problems
identified during the 2007 planning effort. No additional conceptual project solutions or planning level
cost estimates were identified or developed for the 2020 update. A prioritization scheme for
implementation of capital improvement projects is also discussed.
This section also includes a summary of the capital projects that have been identified by the City as being
needed on an annual basis.
6.2 FLOOD PROTECTION
The stormwater system in the City includes pipe systems, ditches, culverts, creeks, and detention
facilities. The City has performed maintenance of these systems and constructed capital projects over
the years, and many flooding problems have been alleviated. However, several flooding problems still
exist. The City’s policy typically has been to address major trunk drainage system problems first, and
then address localized problems that affect fewer people and cause less property damage. In addition,
activities to provide flood protection are focused on improving public safety, preventing damage to
structures (including commercial buildings and private homes), and reducing the frequency of flooding.
Several steps were completed during the 2007 planning effort to identify flooding problems in the City.
Available drainage studies, basin plans,and other related reports were reviewed along with the list of
drainage complaints downloaded from the City’s GIS database.City staff interviewed maintenance
personnel and King County maintenance staff in areas that had been annexed.A preliminary list of
flooding problems was compiled and reviewed to confirm which of the problems still exist and to add
other problems that had not been previously included.Most of the problems within the City involve
localized flooding due to the lack of a collection system,old age of the system,or an undersized
conveyance system.
Flooding solutions were developed to different levels of detail. For flooding problems identified from
drainage complaints or by City staff that were not documented in a previous report or study, or for
those that did not have a previously developed recommended solution, field reconnaissance was
conducted to better evaluate the problem so that a planning‐level conceptual solution and cost estimate
could be developed. In these cases, the conceptual solution and cost estimate are considered very
preliminary, because the solution was developed without detailed analysis (such as hydraulic analysis or
survey). For flooding problems that had been documented in previous studies, project solutions were
also developed and documented in most cases.
The problems that were identified through the data review and collection process became projects
within Utility’s CIP and are summarized in Tables 6‐4a through 6‐4f and organized by basin. In 2020,
these tables were reviewed and updated by City Staff, and completed projects were removed. These
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tables give the project number, project name, approximate location, a description of the problem, a
description of the conceptual solution, and cost estimate. The approximate location of each problem is
shown in Figure 6‐2.
For projects where a planning‐level cost estimate was available, or if project costs were previously
developed in an earlier study or design project, those costs were escalated to 2020 dollars1. Detailed
cost breakdowns for some of the projects are included in Appendix C. The cost estimates that were
developed from the field reconnaissance work include allowances for the following items as appropriate
(see Appendix C for details): dewatering and bypass, erosion and sedimentation control during
construction, construction management, surveying, permitting, engineering, administration, traffic
control, mobilization, and contingencies. Some cost estimates also include allowances for land
acquisition, easements, and state sales tax, if appropriate. Note that state sales tax would apply to
drainage projects that are not within a road right‐of‐way or do not convey public road runoff (known as
“Rule 171,” WAC 458‐20‐171).
Overall, a total of 48 flooding problems were identified (see Table 6‐1 for locations).
TABLE 6‐1:
LOCATIONS OF FLOODING PROBLEMS
Basin
No. of Flooding
Problems
Identified
May Creek Basin 4
East Lake Washington Basin 10
West Lake Washington Basin 1
Cedar River Basin 11
Black River Basin 21
Soos Creek Basin 1
Total 48
In addition, two smaller categories of flood problems shown in Table 6‐4g were added to the list of
flooding problems at specific locations. One is associated with small drainage projects to account for
correcting small problems like small system replacements. These projects are generally under $310,000
in construction costs and do not require extensive permitting such as Section 401, 404 permitting, and
WDFW HPA. Project locations for this category are shown in Figure 6‐2. The other category which is
general in nature and does not include specific projects is associated with miscellaneous storm and
emergency projects that are also small and relate to various emergency storm duties such as flood
response work during the wet season or responding to spills. This category is shown as a single line item
that includes a description and an estimated 6‐year budget.
In addition to the flooding problems identified above, the City’s GIS Drainage Complaint data was
reviewed. As of July 1, 2020, there are 299 drainage complaints logged in the system, primarily on
1 Cost escalation was based on 2.5% per year through 2007, 0% in 2008, 2009, 2010, 2011, and 2012 and 3.5% per
year from 2012 to 2020.
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private property. Of the 299 drainage complaints in the City’s database, 33 drainage complaints have an
“open” status and have not been resolved, 3 drainage complaints have a “closed” status but are missing
a closed date, and 7 drainage complaints have a blank status and no closed date. A list of these drainage
complaints and their locations are summarized in Appendix F.
6.3 WATER QUALITY
Utility includes a program to maintain or improve water quality of the surface water bodies within the
City to the extent needed to protect existing or proposed beneficial uses. Utility’s efforts to improve
surface water quality are prioritized with NPDES Permit compliance being the highest priority. Utility’s
highest priority strategy to protect water quality is to use source control BMPs and stormwater
development and redevelopment requirements to prevent untreated stormwater from entering the
City’s groundwater aquifer.
Numerous basins in the City are at the downstream end of upstream tributary areas that lie outside the
City’s boundary and jurisdiction. Some of these upstream areas have water quality that is already
impaired before it reaches the City. Therefore, water quality in these basins is difficult to control due to
background water quality standards being poor.
Table 6‐2 lists the beneficial uses of the more significant water bodies in the City based on a
questionnaire mailed out to all utility customers in 1995 (HDR, 1995). Highest priority is given to water
bodies with swimming, given the potential health implications. These water bodies are: Johns Creek,
which flows through Coulon Park; the Cedar River; and the near shore of Lake Washington.
TABLE 6‐2:
EXISTING BENEFICIAL USES
Water Body Viewing Boating Swimming Fishery Wildlife
Johns Creek Yes No No1 No No
Lake Washington Yes Yes Yes Yes Yes
Cedar River Yes Yes Yes Yes Yes
Maplewood Creek Yes No No Yes Yes
Tiffany Creek No No No No Yes
May Creek Yes No No Yes Yes
Honey Creek Yes No No Yes Yes
Springbrook Creek2 Yes No No Yes Yes
Panther Creek Wetland Yes No No Yes Yes
Panther Creek Yes No No Yes Yes
Black River PS Pond Yes No No Yes Yes
Soos Creek Yes No No Yes Yes
1. Although swimming does not occur in Johns Creek, its quality can affect conditions of the swimming beaches in
Coulon Park located at the mouth of Johns Creek.
2. A spring at the headwaters of Upper Springbrook Creek, which is tributary to Springbrook Creek provides 17% of
the City’s water supply.
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The existing water quality conditions for these water bodies and other basins and subbasins are
presented in Section 2. This section summarizes existing water quality problems. Some of these
problems are also recognized on Ecology’s 303(d) list of impaired water bodies (see Table 4‐1). As noted
previously in Section 4, waters on this list require a TMDL study, which determines the allowable
pollutant loading for the receiving waters for the water quality parameter causing the water quality
impairment. It is the responsibility of the state to perform the TMDL studies. Waters on the 303(d) list
are prioritized for TMDL studies, but the state has limited resources and the timing for implementation
of TMDL studies is likely several years off.
The following section summarizes water quality problems within the City by basin (generally
summarizing information contained in Section 2).
6.4 EXISTING WATER QUALITY AND ITS EFFECTS ON BENEFICIAL USES
The following paragraphs give a brief summary of the existing water quality in each of the City’s
significant water bodies and its possible effect on existing beneficial uses.
6.4.1 JOHNS CREEK
Johns Creek is a small tributary of Lake Washington located in WRIA 8. The Johns Creek basin covers
approximately 1,236 acres and is located east of Cedar River, in the northeastern portion of Renton. The
upper subbasins are dominated by residential and commercial land use, and the lower sub‐basins are
dominated by industrial and commercial uses. Summer is the period of most interest, because of
swimming and other water activities at Coulon Park. Water quality during dry weather is generally good
with some exceptions due to fecal coliform bacteria. The ten‐state standard, used to determine whether
fecal coliform poses a risk to public health, has been exceeded at the swimming area of Gene Coulon
Park in Lake Washington in the past (Herrera, 2006). It is known that waterfowl and other wildlife are
the primary source of high fecal coliforms in the Johns Creek system via the bacteroides PCR testing
method as stated in the Gene Coulon Park Microbial Source Tracking Study conducted in 2006 (Herrera,
2006).
A small portion of the problem may be caused by discharges of sewage into the storm drains by older
exfiltrating and/or improperly connected sanitary sewers. If they exist, sewage discharges should be
eliminated, given the importance of Coulon Park.
6.4.2 LAKE WASHINGTON
Ecological function in Lake Washington is facilitated primarily by water quality alterations in tributary
basins and water quality and physical alterations along the shoreline (Parametrix, 2008). Most Lake
Washington tributaries are highly developed, which limits restoration potential. May Creek and the
Cedar River are the least developed basins draining to Lake Washington and also support a high degree
of watershed function. These watersheds have the greatest potential for management actions to protect
and restore ecological functions in the lake. These are discussed in greater detail below.
Lake sediments are a sink for pathogens and toxins, and sediment quality can influence lake ecology. As
noted in Section 2, due to the limited transport and mixing of sediments, poor sediment quality is
usually localized in stream deltas and at old industrial sites (Parametrix, 2008).
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6.4.3 CEDAR RIVER
The Cedar River is approximately 45 miles long and originates in the Cascade Range. It generally flows
west and northwest, eventually emptying into the southern end of Lake Washington. The Cedar River is
on Ecology’s 2016 303(d) list for violation of temperature, dissolved oxygen, and pH water quality
standards. The lower Cedar River has good water quality with the highest quality water in the upper
reaches and decreasing water quality as the river flows through developed urban and suburban areas.
Ecology has two water quality monitoring stations along the Cedar River, one near Landsburg and the
other in Renton at Logan Street. The WQI score at these locations for water years 2016, 2017, and 2018
were above 85 for the Logan Street station and above 93 for the Landsburg station (Freshwater
Information Network, 2020). Both of these scores are above the threshold value of 80 for “good” water
quality, per the Washington DOE river and stream water quality index, indicating that the water quality
at these locations meet expectations and these areas are of lowest concern for water quality issues. As
noted previously, the upper portions of the watershed are largely undeveloped and provide more
pristine runoff to the Cedar River. The upper watershed is a protected area of about 90,000 acres and is
owned by the City of Seattle. The upper watershed is called the Cedar River Watershed and provides
drinking water to the greater Seattle area at the Landsburg diversion.
The lower Cedar River watershed has been extensively altered and was re‐routed in 1912 from draining
into the Black River to draining into Lake Washington. In 2020, approximately 64% of the lower Cedar
River is modified on at least one bank, which, coupled with decreased flows, has narrowed the river
from a historic average of 250 feet in width to 110 feet. The loss of floodplain and riparian connectivity
in the lower Cedar River has affected storage, sediment, and contaminants, and it has simplified in‐
stream habitat.
6.4.4 MAPLEWOOD CREEK AND TIFFANY (GINGER) CREEKS
There is limited recent data available for Maplewood and Tiffany creeks, but they likely have good water
quality during dry weather. Limited data indicate that pollutant concentrations become elevated during
storms, in particular metals and nutrients and probably petroleum products. It is likely that the water
quality standards for some metals are exceeded during storms. The Cedar River Basin Current and
Future Conditions Report (King County, 1993) documented a septic failure rate of approximately 13%
within the Maplewood Creek subbasin, but it is believed that many of these failures have been
corrected since 1993.
6.4.5 MAY CREEK
The May Creek watershed covers about 8,960 acres in Renton, Newcastle, and unincorporated King
County and includes 26 miles of mapped streams, two small lakes, and over 400 acres of wetlands.
Headwaters are mostly forested ravines and include a significant portion of the undeveloped parkland
on Cougar Mountain. The lower, western portion of the basin is inside the UGA and is a fairly dense
urban residential development area with some undeveloped forested areas. Trend results (discussed in
Section 2) indicated that water temperature, conductivity, and ammonia‐nitrogen have increased
significantly, while pH, TSS, and nutrient concentration (ortho‐phosphorus, nitrate, and total nitrogen)
have decreased. May Creek’s 2018 water year WQI score was 70 out of 100. May Creek is listed as
impaired for temperature, fecal coliform bacteria, and bioassessment on Ecology’s 2016 303(d) list.
Input of waste to the creek from livestock and septic systems on the upland plateau likely contribute to
the presence of fecal coliform within the creek.
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6.4.6 HONEY CREEK
Honey Creek drains approximately 962 acres of mixed commercial and residential land. Limited data on
Honey Creek indicates that water quality is good during dry weather and that turbidity and metals
conditions worsen during storms. The fishery is degraded, but most likely due to excessive stormwater
flows and the lack of habitat structure rather than the temporary degradation of water quality during
storms. Part of the reason for the lack of habitat structure is a sanitary sewer line running down portions
of the creek, which affected the creek bed and some of the banks many years ago.
6.4.7 SPRINGBROOK CREEK
Springbrook Creek is the largest subbasin in the lower Green River Basin with a watershed of about 24.6
square miles. Springbrook Creek is 12 miles long, with about 3.5 miles located in the City. Within the
City, the creek was extensively modified and straightened for agricultural drainage in the 1920s by King
County Drainage District No. 1.
Springbrook Creek has the most degraded water quality in the City. Water quality is degraded during
both dry and wet weather, which is unique compared with other streams in the City, except possibly
May Creek. In contrast, the water quality of other water bodies in Renton appears to be degraded only
during storms. It is likely that poor water quality during the summer has severely degraded rearing
conditions for salmonids.
Water quality is severely degraded as Springbrook Creek enters Renton from Kent. Water and sediment
quality do not appear to change significantly as Springbrook Creek flows through the City.
Contaminated sediment was removed in the early 1990s from 1,600 feet of creek bottom in Kent. A
comparison to stream sediment in Renton indicates that its quality is similar to that removed in Kent,
suggesting the possibility that some sediment in Springbrook Creek within Renton could be
contaminated enough to require removal.
The Springbrook Springs Watershed is of one of the City’s water supply sources, and is a point of
concern for contamination. The watershed is located at the headwaters of one of the Springbrook Creek
tributaries, called Upper Springbrook Creek. This watershed, however, is above the areas experiencing
sediment contamination and the more highly degraded water quality of Mill Creek (Kent) and
Springbrook Creek (Kent). Nevertheless, appropriate BMPs should be implemented within the vicinity of
this watershed to protect the quality of the spring water.
The extent of development in the Black River/Springbrook Creek watershed severely limits the potential
for restoration. In addition, the stream gradient is virtually flat and morphologic complexity is lacking
due to straight channels, no large woody debris (LWD), and loss of forested riparian features. There
exists restoration potential for the stream buffer in any existing undeveloped open space along the
mainstem with wetland restoration and re‐creation. On‐going wetland enhancement and restoration is
currently occurring as part of a joint effort by WSDOT and the City to create a wetland mitigation bank.
WSDOT and the City implemented a joint, multi‐site wetland mitigation bank that includes 130 acres of
wetland restoration, rehabilitation, and enhancement. Three of the wetland mitigation sites are
contiguous to Springbrook Creek, and two other sites may be associated with the City shoreline planning
jurisdiction. The mitigation bank sites are located in the Renton valley between SW 27th Street and the
city limits at SW 43rd Street.
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6.4.8 BLACK RIVER PUMP STATION
Most of the pollutant loading carried by Springbrook Creek is probably deposited in the pond that acts
as the forebay for the BRPS. Further, the Naches Avenue drain, which discharges directly into the pond,
drains a large commercial area, much of which was developed prior to when the City required water
quality treatment. Therefore, this drain likely carries a substantial pollutant load during wet weather
conditions. The data are too limited to allow firm conclusions on the risks to beneficial uses in the pond.
Of particular concern is the health of the heron rookery and the biological community upon which it
depends.
6.4.9 PANTHER CREEK WETLAND
There are no data for the Panther Creek Wetland. The wetland likely removes a significant fraction of
the stormwater pollutant loading coming from the Panther Creek watershed and from Rolling Hills Creek
during high flows when the creek backs up into the wetland. During low flows, Rolling Hills Creek does
not back up into the wetland.
6.4.10 PANTHER CREEK
There is no available information for Panther Creek. However, the watershed for this creek is less
developed and the creek generally has a good riparian corridor that could provide shade and filter
sediments. Based on this, it is anticipated that the water quality is good.
6.4.11 BIG SOOS CREEK
There is no available data for Big Soos Creek within the city limits; however, just south and within
unincorporated King County, Big Soos Creek is listed on Ecology’s 2016 303(d) list for dissolved oxygen
and bacteria. Ecology is in the process of developing two TMDLs for the Soos Creek watershed including
Big Soos Creek in coordination with other jurisdictions with the watershed, including the City.
6.4.12 OTHER WATER BODIES
Gypsy Sub‐Basin (unnamed creek): There is no water quality data for this creek. The creek
has little or no flow during the summer. It is likely that the water quality is very good during
dry weather. Because of development, pollutant concentrations during storms are elevated
in some metals, nutrients, and petroleum products. It is possible that the standards for
some metals are exceeded during storms.
Kennydale Creek: Kennydale Creek and several storm drains discharge to Lake Washington
in the vicinity of Kennydale Beach Park, where swimming occurs. This area is sewered and is
therefore unlikely to contaminate the beach along the park with fecal coliform bacteria from
humans. Given the importance of the park, some testing during and immediately following
summer storms may be appropriate in the future.
Rolling Hills Creek: Water quality during dry weather is probably fair to good. Limited data
collected during storms indicate high concentrations of metals and nutrients. It is likely that
the standards for some metals are exceeded during storms.
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6.4.13 WATER QUALITY SOLUTIONS
Water quality problems are being addressed primarily by water quality programs described in Section 3
to meet compliance with the NPDES Permit. The City does not generally construct stand‐alone water
quality projects; however, three water quality retrofit capital projects are proposed that would
significantly improve water quality within the City. Because these projects are considered retrofit
projects, they are eligible for water quality grants from Ecology. The City applied for and received over
$947,000 in grants from Ecology to fund 75% of the eligible design and construction costs. Project name,
descriptions, number, approximate location, and cost estimates for these projects can be found in Table
6‐5 (located at the end of this section). Figure 6‐3 shows the project locations.
6.5 HABITAT RESTORATION AND PROTECTION
The City is interested in habitat restoration and protection, and there have been numerous efforts both
locally by the City and regionally with WRIA planning efforts. The WRIA planning efforts have focused on
local and regional efforts to identify habitat and resource problems and needs. As previously mentioned,
the May Creek, Cedar River, and East and West Lake Washington Basins are all part of WRIA 8. The
Springbrook/Black River and Soos Creek Basins are part of WRIA 9. The following paragraphs provide a
brief background of these WRIA planning efforts. Section 2 provides a general description of the habitat
resources and conditions within the City.
WRIA planning is in response to the State Salmon Recovery Planning Act, which in turn was in response
to the ESA listings. The Washington State Legislature established the Salmon Recovery Act (RCW 77.85)
through House Bill 2496 for the improvement and recovery of salmonid fish runs throughout the state.
This act established a Salmon Recovery Office within the Office of the Governor to coordinate a state
strategy for salmon recovery to healthy sustainable population levels with the purpose of coordinating
and assisting the development of salmon recovery plans.
The Salmon Recovery Act authorizes a lead entity (e.g., county, city) in a WRIA to establish a steering
committee to develop local watershed projects that address habitat concerns. The role of the
committee is to compile a list of projects, prioritize project implementation, establish priorities for
individual projects, and submit the list to the Salmon Recovery Funding Board (SRFB) for funding.
Salmon conservation plans for WRIAs 8 and 9 were completed in 2005. These plans, together with other
plans prepared throughout the Puget Sound region, became part of the official Puget Sound Salmon
Recovery Plan, which was approved by NOAA Fisheries in 2007. The WRIA 8 plan was updated in 2017.
These plans contain recommendations for protecting and restoring salmon habitat, from general land‐
use recommendations applicable throughout the watershed to small and large, site‐specific habitat
restoration projects.
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FIGURE 6‐1. SOCKEYE IN CEDAR RIVER (YR. 2010)
The responsibilities of the WRIA steering committees, which operated generally from the late 1990s to
2008, was passed on to the Watershed Ecosystem Forum, which began operating at the beginning of
2009. The Watershed Ecosystem Forum combined the membership of different WRIA steering
committees and the membership of the forum of local governments.
The City committed to help implement the recommendations of these plans through a variety of
methods: partial funding, local sponsorship, expedited permitting, and engineering/planning
coordination. The level of local support varies between projects.
Based on the WRIA planning information and other local habitat studies and prior investigations, the
City identified a total of 26 potential habitat projects, which are summarized in Table 6‐6. No cost
estimates are included in the table at this time, because detailed costs have not been developed and the
City’s potential contribution to the cost of each project could vary significantly. For planning purposes, a
preliminary range of cumulative costs for all habitat projects was assumed to be $4 million to $8 million.
The locations of these potential habitat projects are shown in Figure 6‐3.
6.6 MISCELLANEOUS PROGRAMS AND REGULATORY PROJECTS
Table 6‐7 lists miscellaneous programs and regulatory compliance projects that have been identified by
the City as being needed on an annual basis (through the six‐year CIP planning period). These reflect a
wide range of activities such as NPDES permit compliance, mosquito abatement, facility fencing, system
mapping, inventory and monitoring, and the City‐wide drainage maintenance program, and asset
management program. The total cost for these programs is approximately $9.5 million, to be spread out
over the six‐year planning period. Note that in this table, the costs included for the various NPDES
compliance elements is consistent with the high range from Table 5‐1.
6.7 CAPITAL PROJECT PRIORITIZATION
Many of the capital projects identified in Tables 6‐4 through 6‐7 will take many years to implement. As
such, a prioritization scheme was developed with City staff to help guide when projects should be
implemented. The prioritization scheme focused on flooding‐type problems within the City and includes
three levels of priority. A prioritization scheme for habitat projects was not developed, because these
projects will often be driven by factors outside the City’s control, including input from WRIA planning
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activities, resource agencies, and joint funding agreements. The prioritization scheme for flooding
projects is as follows:
Priority 1 Projects: Highest priority projects considering such things as public safety;
flooding of arterials that potentially close emergency vehicle access; the number of buildings
flooded (numerous buildings vs. one or a few) and the extent of flooding and potential cost
of flood damage; and the recurrence of flooding (how often an area gets flooded).
Priority 2 Project: Projects that may include many of the same factors as the Priority 1, but
are not considered a significant safety hazard. They may flood one or a few buildings
compared to several, or may be subject to flooding on very rare occasions.
Priority 3 Projects: Third priority projects temporarily flood local streets or public/private
yards, but do not result in significant safety hazards or property damage.
Additionally, a fourth category of flooding projects was identified. This category involved flooding
projects with emphasis on habitat benefit. These projects did not fit well within the priority ranking
scheme, and their implementation will often be driven by multi‐jurisdictional involvement.
In general, it is the City’s goal to implement the Priority 1 projects during the next 6‐year CIP planning
period, or as funding allows. The specific order and timing of project implementation for the currently 6‐
year CIP developed as a part of this plan is discussed in Section 7. However, it is noted that the order in
which the projects will be implemented within both the 6‐year CIP and the priority groups will be
updated annually as part of Utility’s annual CIP planning process. Priority 2 and 3 projects could be
funded in later years as funding becomes available and other projects get completed. Other factors also
are considered on a case‐by‐case for projects across the three priorities. On occasion, this may change
the relative position between projects. One important consideration is whether a project could be
implemented early to take advantage of “opportunistic” factors such as funding or scheduling
opportunities. Funding opportunities periodically arise when a grant becomes available. Grant programs
often target different types of projects. For example, if a particular grant program targets salmon
recovery, projects with habitat elements may be bumped ahead of flooding projects in an effort to
obtain grant funding to offset the project costs. Scheduling opportunities become available when
surface water projects can be combined with other City projects to reduce construction costs. An
example is when a conveyance system upgrade is implemented at the same time that a street, water, or
sewer improvement project is being built, so that a portion of the project’s cost, such as the costly
roadway restoration, mobilization, and demobilization, is shared between Utility and the other City
department.
Another factor in prioritizing projects is the fact that some projects may provide additional habitat
benefits or may be counted as mitigation for another project. For example, when comparing two
flooding projects that may otherwise provide equivalent flood protection benefit, but one also benefits
habitat, the priority should be given to the latter.
Using these prioritization considerations, the City developed a priority ranking as presented in Table 6‐8.
The Priority 1 projects total $54.1 million. The total costs of Priority 2 and 3 projects are approximately
$12.3 million and $9.2 million, respectively. The total cost of the flooding projects with habitat emphasis
is approximately $922,000.
Table 6‐3 provides an overall summary of the CIP and program cost breakdown over the 6‐yr CIP
planning period, including the flooding projects by priority category, as well as annual projects, habitat
projects, and water quality projects.
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TABLE 6‐3:
6‐YEAR CIP SUMMARY
Projects
Cost
(2020 Dollars)
Programs and Regulatory Compliance
(estimated cost during 6‐year CIP period) (from Table 6‐6) $9,462,000
Water Quality Retrofit Projects1 (from Table 6‐4) $4,421,000
Priority 1 Projects for Flood Control (from Table 6‐7) $54,054,000
Priority 2 Projects for Flood Control (from Table 6‐7) $12,287,000
Priority 3 Projects for Flood Control (from Table 6‐7) $9,249,000
Projects for Flood Control with Habitat Emphasis (from Table 6‐7) $922,000
Annual Capital Projects for Flood Protection2 $176,000
Habitat Projects (from Table 6‐5) $4 million to $8 million3
1. Several flood control projects and habitat projects will have elements that improve water quality.
2. Average annual maintenance costs of Projects 303 and 302 (from Table 6‐7). Total project costs for 303 and 302 are included
in Priority 1 Project Costs.
3. Cost for Habitat Projects provided is a range. Many projects will be partially funded from other sources and City's participation
will vary between projects.
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DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐14 TABLE 6‐4A: FLOODING PROBLEMS: MAY CREEK BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) 411 May Creek Outfall @ NE 36th Street NE 36th Street Outfall to May Creek (near Lincoln Avenue NE) Runoff from the upstream basin drains down‐slope via NE 36th Street and discharges at the top of the steep slope at Lincoln Avenue NE and NE 36th Street. Continued erosion into May Creek results and may cause future steep slope failures. Historical runoff from this development should have split development flow with a project that directs half of the upper development flows down toward May Creek (from East to West direction) on NE 36th Street. A conceptual solution that is part of the May Creek Outfalls Master Plan is needed. $658,000 421 May Creek Outfall @ NE 30th Street Outfall at NE 30th Street into May Creek The NE 30th Street outfall pipe draining into May Creek is undersized and cannot pass future condition flows. No upstream complaints from nearby residents have been noted, but future upstream condition flows has a high potential to exceed discharge capabilities of the outfall pipe. The pipe is approximately 320 feet in length and would need to be upsized and modified to HDPE and anchored into the slope to accommodate future conditions runoff from the upstream basin. The existing outlet into the riprap outfall pad (the riprap pad was upgraded as part of the May Creek Site #1 Project) shows an existing 12‐inch to 18‐inch CMP discharge pipe size. One conceptual solution would be to replace it with an above ground, heat fused, HDPE helical anchored pipe. The existing outfall does not need to be improved because it was modified as part of the May Creek Bank Stabilization Project (Site #2) in 2006. This project would be outside of the OHWM, therefore an HPA may not be needed. $658,000 431 Honey Creek Outfalls Plan Honey Creek Slope Outfalls (Various Locations) Various outfalls discharge to unarmored steep slopes that drain into Honey Creek and cause erosion and downstream sedimentation problems. Develop a Honey Creek Master Plan that would address stormwater runoff on top of steep slopes. If the problems are allowed to continue, a potential for slope failure can develop due to increased runoff rates and volumes on steep slopes. $263,000 456 NE Sunset Blvd at Union Avenue NE NE Sunset Boulevard (Union Avenue NE to Duvall) Honey Creek runs in a series of ditches and pipe systems that flow under parking lots, under buildings, and in public rights‐of‐way. Much of the system is poorly mapped, and the sections on private property may not have easements. Development has increased runoff into the drainage system. The drainage system may be near full capacity, and portions of the pipe system may be deteriorating. Honey Creek also flows under a shopping center, Sunset Blvd, and Union Ave NE in two old CMP arch culverts. The capacity of the CMP arch culverts and sections of open channel needs to be evaluated since they appear to be near full capacity during large storm events. Identify and survey the location and elevation of the existing storm system that conveys Honey Creek. Inspect various sections of the storm system for problems, structural integrity, and estimated service life. Identify existing ownership, easements, and maintenance responsibility of various sections of the system. Perform a Hydrologic and Hydraulic Report for the storm system to determine the peak runoff from the basin and flow capacity of the existing system. Phase 1 would involve developing a planning report to identify deficiencies in the drainage system, identify conceptual solutions, and plan for future design projects. High risk problem areas should be identified in the Phase 1 report. Phase 2 would involve design and construction of selected improvements. Potential improvements may include bypassing the existing system and/or obtaining easements to correct and upgrade the existing storm system with new pipe or pipe liner. Phase 3 of the project would involve design and construction of any remaining improvement, as needed. $2,250,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐15 TABLE 6‐4B: FLOODING PROBLEMS: EAST LAKE WASHINGTON BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) 506 John’s Creek Culverts Sediment Cleaning John’s Creek Sediment (Park Avenue / Lake Washington Boulevard) Sediment has accumulated within a series of detention ponds and inside the creek culverts (the ponds look like wide swales). Increased development runoff from public and private properties drain into the John’s Creek stormwater system and may cause flooding in this area. The John’s Creek culverts are either full or partially full of sediments decreasing conveyance flow capacity and may cause upstream flooding. This system is connected to the upstream Landing’s storm system. Reduction of capacity on the John’s Creek facilities will result in backwater and flooding issues. The total tributary area that currently drains to the Johns Creek outfall is approximately 1200 acres. Some of the culverts are privately owned. The proposed solution includes excavation of the sediment deposits in the ponds upstream of the culverts. Permitting for work in stream and possibly wetlands may be required. The following are some additional considerations/options associated with the private culverts: 1. City cleans the culverts and bills the property owner who owns the culverts. 2. City cleans the culverts and does not bill the property owner. However, this may establish a precedence that the City will maintain the culverts. 3. Work with the property owner to clean the culverts jointly via a cost share and future agreements. $165,000 511 John’s Creek Culvert Crossings Located near entrance to Gene Coulon Park The culverts located at the entrance of the park are at or near full capacity even after cleaning of the sediments in the ponds and culverts. Additional upstream development may cause future problems that would require the culverts to be upgraded to a box culvert system. The culverts are a mix of public and private facilities. The public culverts located under BNSF and Lake Washington Blvd N. may need to be improved and the private culvert system was improved in 2016 by a private development. Any new developments upstream will require this system to be evaluated and improved. $1,200,000 516 South Lake Washington Roadway Improvement Discharge to John’s Creek Pipe Replacement Project from the Landing Project to John’s Creek Outfall 400 feet of an existing 48‐inch CMP pipe needs to be replaced with 60‐inch pipe. This pipe was not replaced as part of the South Lake Washington Road Improvement Project due to the late timing of the road project and inability to secure an HPA in time for construction during the summer construction months. The existing 48‐inch pipe does not have enough capacity and its capacity may be further reduced due to sediment buildup from recent upstream construction. The project includes replacing an existing 48‐inch CMP with 60‐inch pipe. The Transportation Department will provide funding on this project due to its being part of the South Lake Washington Roadway Improvement (SLWRI) Project that was not included within SLWRI construction because of project’s timing and permitting issues. $988,000 521 Johns Creek Outfall ‐ NE 8th Street to Houser Way N. NE 8th Street to Houser Way N. (I‐405 to Johns Creek Outfall) Frequent localized flooding of streets and private properties occurs on Houser Way North with ponding occurring during large storm events near the I‐405/Park Avenue/Houser area. The Houser Way N. street storm system lacks adequate capacity to convey storm runoff due to flat grades. The lack of downstream capacity may exacerbate the problem in this system along with increased upstream runoff from new developments and WSDOT. The proposed Houser Way North storm system improvements include replacement of 2,500 linear feet of storm drain. As part of the WSDOT improvements along this area there is future interest from WSDOT to expand the I‐405 limits and upgrade this downstream system in order to prevent flooding and backwater on Houser Way. The John’s Creek H&H report, by WSDOT, has analyzed this system and suggests improvements if the I‐405 expansion project is approved for construction. $1,450,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐16 TABLE 6‐4B: FLOODING PROBLEMS: EAST LAKE WASHINGTON BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) 531 Kennydale Master Drainage Plan Kennydale Master Drainage Plan (Example: N 30th Street and Burnett Avenue N.) The North/Lower Kennydale area (west of I‐405) has sheet‐flow runoff that crosses private properties due to lack of a defined street collection and conveyance system. This lack of a defined street and conveyance system will result in more frequent future flooding as increased upstream development occurs. In addition, no major storm conveyance ‘trunk‐lines’ exists to convey runoff to Lake Washington. With increasing development, this problem is increasing downstream flooding onto private properties and has a potential to flood Lake Washington Boulevard in the future. For example, new home construction with footing drains and large impervious roof structures now discharge runoff onto the streets. An identified problem is at Burnett Avenue N. that has a history of garage flooding due to lack of a defined drainage system to convey flow around the property. Develop a Kennydale Master Drainage Plan to address all problems in the North/Lower Kennydale area, develop a risk assessed project priority list, and potential alternatives for each project. The Plan would suggest storm system improvements for the problem area, provide a high level cost estimate for each project, coordinate with the Transportation and other City departments on sidewalk, street, utilities, and other future composite improvements with known asphalting schedules. In addition, all outfalls and Lake Washington Boulevard storm crossings should be analyzed for this area and include recommendations for a trunk‐line collection system that crosses Lake Washington Blvd at certain areas. Development of a neighborhood local improvement district (LID) is a potential option for this project area. $395,000 541 East Lake Washington Blvd and NE 28th Street Drainage East Lake Washington Blvd and NE 28th Street This local flooding issue is related to the Lower Kennydale problem description (see also ID 531). City street runoff and other upstream areas contribute runoff onto this lower private property due to lack of street curb and gutter system and storm system trunk‐line. This problem, that is typical for the Kennydale area, should be addressed as part of the Kennydale Master Drainage Plan (KMDP). Design and construction should evaluate alternatives and suggest feasible recommendations via the KMDP study. $329,000 546 Meadow Avenue North Culvert on Kennydale Creek Kennydale Creek Culvert Crossings (at Meadow Avenue N. & N. 28th Street and Jones Avenue NE Culvert Crossing) The Meadow Avenue North culvert needs to be replaced due to capacity issues associated with increased upstream development runoff. As part of the I‐405 expansion and increased impervious surface runoff, WSDOT may design and construct this replacement project as part of the I‐405 expansion work. $2,630,000 551 Jones Avenue NE and NE 20th Street Old Blueberry Farm at NE 20th Street and west of Aberdeen Ditches, culverts, and pipe system have had problems in the past with capacity issues that cause flooding of roadway and private properties. Upstream runoff is a mixture of public and private runoff. Much of the existing ditch system has inadequate capacities to convey upstream runoff. Additional development upstream will cause future downstream flooding problems in this area. The existing ditch system north of NE 20th Street is on private property. Develop a storm‐water collection and conveyance system to direct runoff within the existing City right‐of‐ways from NE 19th Place to Jones Avenue NE. The proposed system along Jones Avenue NE and NE 20th Street should be evaluated for existing and future land use conditions for the contributing upstream basin. $336,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐17 TABLE 6‐4B: FLOODING PROBLEMS: EAST LAKE WASHINGTON BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) 566 Jones Avenue NE/ NE 43rd Street Culvert and Storm System Improvements Jones Avenue NE and NE 43rd Street Flooding of the culvert system occurs across NE 43rd Street due to flat grades in the area, sediment accrual at the inlet, backwater, and the undersized ditch system along NE 43rd Street. Flooding of street occurs during higher rainfall events and limits access into Presbyterian Church and Jones Avenue NE residents. Overflow of existing ditch, due to lack of culvert and downstream system capacity, results in ponding across the street and at the Church during higher rainfall events. Preliminary study needed of this problem that includes hydrologic and hydraulic analyses to define solutions. Recommendations and alternatives should include replacing existing 24‐inch CMP at NE 43rd Place with a 4‐foot wide by 6‐foot high concrete box culvert. In addition, the NE 43rd Street ditch needs to be analyzed and recommendations developed to alleviate flooding problems. One potential solution is described below. Ditches carrying sediments from a steep uphill area backs water up and floods area due to flat grades downstream, undersized culvert crossing at NE 43rd Street. Potential solution is to reroute to May Creek system 1400 feet to the south which may need to 'buck' road grades 13 feet to drain to May Creek ($700,000 for this option). Cost of solution provided in estimate is for this option. $922,000 571 Lincoln Avenue NE Culvert Improvements Lincoln Avenue NE and NE 43rd Place The Lincoln Avenue NE culvert, at NE 43rd Place, has runoff overtopping across the road during high rainfall events. Flooding causes traffic safety issues on Lincoln Avenue NE. The upstream culvert inlet debris cage needs to be cleaned out each year and after each large storm event. The adjacent property to the south of the culvert has had erosion and flooding problems from culvert overflow that was redirected. High sediment loadings from the upstream tributary area, located in the City of Newcastle, plug the culvert inlet frequently and greatly reduce the inlet capacity. Lincoln Avenue NE and NE 43rd Place Culvert Improvements – Some conceptual solutions include re‐grading the existing ditch, installing log weirs upstream of the culvert (along with a maintenance access road adjacent to the log weirs), replacing the existing grate with a new trash rack type, and installing a new overflow manhole at the culvert inlet. A Tt/KCM report stated that the ditch and pipe conveyance system improvements or other alternatives need to be designed to ensure the system is not subject to constant maintenance issue during high rainfall events. $198,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐18 TABLE 6‐4C: FLOODING PROBLEMS: WEST LAKE WASHINGTON BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020 costs) 621 Black River Box Culvert Maintenance Black River Box Culvert – Major Maintenance This box culvert receives runoff from Renton Avenue and the airport area. Its capacity is limited due to years of sediment buildup within the culvert. Potential for contaminated sediment exists in this box culvert. This project should be coordinated with funding from the City Airport due to potential hazardous waste material generation and Airport drainage runoff being sent to this culvert. Runoff for this box culvert is carried directly to Lake Washington. $1,320,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐19 TABLE 6‐4D: FLOODING PROBLEMS: CEDAR RIVER BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) 101 Cedar River Gravel Removal Project (From Williams Avenue Bridge to N. Boeing Bridge) The project is a continuation of the Cedar River Section 205 Flood Damage Reduction Project. The regionally significant project solved major river flooding from Williams Avenue to Lake Washington that resulted in flooding of the Renton Municipal Airport, Boeing facilities and the north Renton. River flooding has caused extensive damages in the past. Additionally, natural sediment transport and deposition in the Cedar River, a highly aggradational river, gradually buildups sediment in the lower Cedar River from avulsed upstream basin areas. Sediment accumulation in Lower Cedar River from Lake Washington to Williams Ave S (Section 205) causes the reduction in flood protection level of the floodwalls and levees in that reach which flows through Boeing and the Renton Municipal airport. Programmed funding is for the design, permitting, and completion of the gravel removal from Section 205 river bed, as well as required project mitigation activities, monitoring of spawning channel fish use, and yearly monitoring of sediment accumulations in the lower 1.25 miles of the Cedar River. $14,966,000 (Funds to be provided by the King County Flood Control Zone District) 111 Monroe Avenue NE and NE 2nd Street Monroe Avenue NE and NE 2nd Street During extreme events, the infiltration facility capacity is exceeded and the drainage system floods Monroe Ave NE. The flooding can overflow the street and impact the commercial properties at the southwest corner of Monroe Ave NE and NE 4th St. Flooding had resulted in erosion and slope failure in the gravel pit on the west side of Monroe Ave NE. . Monroe Avenue NE and NE 2nd Street Infiltration System Improvements –The project includes the design and construction of an additional infiltration system to increase the capacity of the existing infiltration system near the City Shops. The existing infiltration system in Monroe Ave NE and N 2nd Street has insufficient capacity for the increased runoff due to changing land use for the 260‐acre basin that it serves. The existing infiltration system surcharges, which has caused street flooding and private property damage during large storm events in the past. The City is currently taking advantage of a temporary drainage easement agreement to discharge storm water during extreme events into the Upper Balch Pit to prevent flooding. The owner, Segale Properties, renewed their grade and fill permit and anticipates that the site will be ready for construction of single or multi‐family homes in 3‐5 years. Given that Segale Properties has initiated the design of their residential development, the City is in the process of identifying alternative sites for the design and construction of a new infiltration facility. One alternative being considered is a joint infiltration facility that would serve both the City’s drainage system and the residential development built by Segale Properties. $6,350,000 116 Ginger Creek/Cascade Park Basin Plan SE 162nd Street to Cedar River Pipeline (Cascade Park) (Tiffany Park Culvert) Cascade Park drains north through a neighborhood via an old concrete pipe and open channels. The runoff eventually reaches the Cedar River Pipeline ROW, via an old steel pipe, and is routed under the Tiffany Park area. The existing pipe system surcharges during moderate events flooding Cascade Park. House #12512 located at SE 164th Pl. also experiences flooding from backwatering from the Cascade Park storm system. Based on a cursory site visit, it appears that sediment buildup in the open channel section between SE 160th Street and the Cedar River Pipeline ROW as well as storm pipe grade issues downstream maybe contributing to the backwater conditions and consequential flooding in the park and neighborhood to the south. A study is proposed to determine the primary cause of the problem, evaluate alternative solutions and develop a design of the preferred solution. The proposed solution should include an HPA due to work within potential wetlands and ditches. $350,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐20 TABLE 6‐4D: FLOODING PROBLEMS: CEDAR RIVER BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) 121 Lower Maplewood Conveyance Improvements Lower Maplewood Creek (Behind Maplewood Glen, north of Maple Valley Highway) Flooding of homes and property in the plat of Maplewood Glen during extreme rain events. Existing culverts may be undersized and pipe conveyance capacity to the Cedar River may be inadequate. Erosion and sediment deposited into the ditch is also an issue during high flow events downstream of the Sunnydale Outfall structure. Lower Maplewood Conveyance Improvements – Ditch, culvert, and storm drain system improvements from the Maplewood plat to the discharge at the Cedar River is needed. $557,000 146 NE 4th Street Crossing at Maplewood Creek Study NE 4th Street Culvert Crossings (at Union Avenue NE, East of Duvall, 5400 Block of NE 4th Street) – (Headwaters of Maplewood Creek) Concerns with capacity of several culverts under NE 4th Street between Union and Duvall due to increasing upstream development. Upstream developments north of NE 4th Street floods private properties during significant storm events. Downstream storm systems need to be analyzed along NE 4th between Union and Duvall, near Union, east of Duvall, at the 5400 Block of NE 4th Street and at 5400 NE 3rd Place. These locations have had flooding in the past. A preliminary study to identify extent of storm drainage pipe upgrades and anticipated crossing improvements is needed. $336,000 151 East Fork Maplewood Creek at NE 2nd Street Along NE 2nd and between 10th Place SE and 142nd Avenue SE Flooding of yards and homes that could impact septic systems due to an inadequate localized storm drainage system. The culvert under NE 2nd Place appears to be undersized, which causes flooding along the ditch that runs along the east side of 142nd Avenue SE. East Fork Maplewood Creek – Preliminary Study, Design and Construction – Culvert replacement at NE 2nd Place and clearing the existing channel of overgrown vegetation and debris. $421,000 156 Maplewood Creek Basin Improvements Maplewood Creek Basin Improvements (From Heather Downs to the Maplewood Sediment Basin) SE 136th Street & 138th Avenue SE Erosion occurs in the Maplewood Creek ravine where three outfalls discharge near the top of the ravine and into Maplewood Creek to cause erosion on the slope and eventual sediment deposition into the Maplewood Sediment Basin Facility. City surface water staff conducted an investigation of the pipe outfalls in February of 2012 and discovered that there was significant undercutting of the slope beneath the outfalls resulting in broken and separated sections of pipe. Washout is evident at a pipe outfall. Pipe length may be lacking as well as an energy dissipater. Maplewood Creek Basin Storm System Improvements to improve outfalls and erosion problems to Maplewood Creek. This project is identified in the Cedar River Basin Plan to solve existing and future surface water management problems (flooding, water quality, and habitat). The project will help reduce and solve existing sediment problems and future flooding and erosion issues, as well as improve water quality and habitat in the Cedar River Basin. The project includes improving the storm systems that conveys Maplewood Creek drainage across roadways, and storm system outfalls that discharge near the top of the ravine and cause erosion in the Maplewood Creek ravine. This will also reduce sediment input into Maplewood Creek and the Maplewood Creek Sedimentation Basin, and may reduce the maintenance frequency of the basin. Specific improvements to the outfalls include replacing the three outfalls from the manholes in Chelan Ave SE and SE 4th Pl to the bottom of the slope with energy dissipater structures at their outlets. So far two outfalls were replaced in 2016, and one outfall remains. The remaining outfall is located in private property which makes the project more challenging, The City attempted to engage King County on this project due to the outfalls discharging into their jurisdiction. Extend pipe to bottom of slope and build a rock outfall to prevent further erosion of materials from being transported downstream. City maintenance crews will replace the in‐street CBs and pipe system at the corner. $1,030,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐21 TABLE 6‐4D: FLOODING PROBLEMS: CEDAR RIVER BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) 302 (and 187) Madsen Creek Sedimentation Basin Cleaning Madsen Creek (upstream of Renton‐Maple Valley Road) The Madsen Creek Sediment Basin located south of the Maple Valley highway requires yearly sediment removal. Part of the solution also includes annual maintenance to remove sediment. Removal of sediment buildup is needed in the creek and culvert to prevent flooding in King County properties. Every one to two years several truckloads of sediment need to be removed to prevent flooding upstream of the culvert. The City’s current nationwide permit (NWP) allows for the maintenance of the basin till 2023. $926,000 (Annual Maintenance Cost = $75,000 to $84,000) 187 (and 302) Madsen Creek Improvement Project Lower Madsen Creek Reach (Madsen Creek Sedimentation Basin to the Cedar River) In 2008, the New Life Church and Aquabarn was annexed into the City of Renton and included the responsibility of maintaining the Madsen Creek Sedimentation Basin. Subsequently in 2011, an agreement between King County and the City transferred maintenance of the Madsen Creek facilities, within City of Renton limits, to the City. The agreement requires constant maintenance of the facilities, else there is a high potential for flooding. The existing site deficiencies include: inadequate pond design, loss of fish spawning and habitat due to silt accumulation in the low flow channel and culverts, sediment buildup within the high flow bypass channel causing flood waters to overtop the banks and inundate the low flow channel, and loss of a defined channel through the Ron Regis Park wetland area to the Cedar River. Flooding complaints within King County properties have been reported; specifically properties located on the east side of 149th Ave SE and just north of Maple Valley Highway. The flooding has been a result of channel capacity loss due to: sediment buildup, shallow slopes, beaver damming within the Ron Regis Park wetland area, a loss of a defined channel due to rerouting of the Cedar River from the Nisqually earthquake landslide, an increase in flow from upstream development, and inadequate drainage along 149th Avenue. The Madsen Creek high flow bypass channel will require periodic dredging and vegetative maintenance put in place, and the low flow channel from 149th Avenue SE to the Cedar River will need to be reestablished and made sustainable. The channel through Ron Regis Park was originally constructed in 1989 with higher capacity than existing. The 1989 channel design was not sustainable and perpetuated sediment deposition. The existing Ron Regis channel has one‐fourth of the 1989 channel capacity. A consultant, Watershed Science & Engineering (WSE), was hired to investigate the cause of flooding through a hydrologic and hydraulic analysis of the lower Madsen Creek network. The consultant identified multiple feasible improvements, both short term and long term, to help prevent flooding along the reach and adjacent properties. The investigation, design, and construction are funded by the King County Flood Control Zone District grants. The improvements are summarized as follows: Short term solutions: Raising the banks of a portion of the upper high flow bypass channel to prevent specific floods from overtopping the banks and inundating to the low flow channel; constructing a berm along the left bank of the low flow channel to the south of SR 169 (Renton‐Maple Valley Hwy) to provide further flood protection to the adjacent properties to the south; Improve and raise the existing ecoblock wall between SR 169 and 149th Avenue SE to provide further flood protection for the properties to the north along 149th Avenue SE; and restoring and maintaining the high flow bypass channel through periodic dredging and vegetation removal to maintain capacity. These improvements are currently under design and construction is proposed to start in fall 2020. $1,221,000 Long term solutions: The Madsen Creek channel through Ron Regis Park will need to be redefined to maintain sustainability and connectivity from the 149th Avenue SE culvert to the Cedar River. Potential solutions are currently being analyzed by the consultant, WSE. Improvements along this reach would be within regulated shoreline, floodway, floodplain, wetlands, and a Type F stream. This would require extensive permitting and comprehensive coordination with local, state, private, and federal agencies including: WDFW, Muckleshoot Indian Tribe, and USACE. 303 Maplewood Creek Sediment Facility Maintenance Maplewood Creek Sedimentation Facility Maintenance The Maplewood Creek Sedimentation Facility is located behind the Maplewood Golf Course and traps sediment that is transported downstream via upper Maplewood Creek. This pond facility prevents sediment from being deposited on the golf course or downstream channel during larger storm events and reduces flooding of the golf course and SR‐169. Frequent cleanout of the sedimentation pond is needed to maintain the facility. The funding is programmed for project management, permitting and construction to routinely remove the accumulated sediment from the facility. The facility was constructed in 1996 in conjunction with a fish passage channel across the Maplewood Golf Course to the Cedar River. The accumulated sediment in the facility needs to be removed once every 2‐3 years, depending upon flood events and how fast sediment accumulates in the facility. The City plans to obtain 5 year HPA and Army Corps Nationwide Permits to address maintenance activities needed for these annual projects and plan out projects for future major maintenance. $1,233,000 (Annual Maintenance Cost = $95,000 to $100,000) DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐22 TABLE 6‐4D: FLOODING PROBLEMS: CEDAR RIVER BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) 299 Downtown Storm System Improvements Along S 2nd Street, S 3rd Street and their cross streets between Rainier Ave S and Mills Ave S. This area is currently serviced by undersized and aging stormwater pipes that cannot support the re‐development and new development in the Downtown core. These utility improvements are needed to support re‐development and new development in the Downtown core and will provide better service for existing and future development. These projects are the first steps to support coordinated efforts by the City to improve intersections, add signals, and convert S 2nd St and S 3rd St to two‐way operations, as guided by the Civic Core Vision and Action Plan. Construction of these utility improvements started in 2020 and is expected to continue through spring 2022. $6,917,000 TABLE 6‐4E: FLOODING PROBLEMS: BLACK RIVER BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) 211 (and 215) Hardie Avenue S Underpass and SW 7th Storm System Improvements SW 7th Street from Lind Ave. SW to Naches Avenue SW Lack of capacity in storm drain system on SW 7th Street results in surcharging and subsequent flooding of tributary systems upstream including flooding of the Hardie Ave. underpass. The proposed solution includes a new 72‐‐inch‐84‐inch diameter parallel pipe from Lind Ave SW to Naches Ave SW and a new 72‐inch pipe between Hardie Avenue SW and SW 7th Street. A new outfall will be constructed between Naches Ave SW and the Black River forebay. The project will be constructed in three phases. Phase I will install a new pipe in SW 7th Street between Naches Ave SW and Powell Ave SW. Phase II will continue east from Powell Ave SW and terminate at Lind Ave SW. Phase III will construct a new pipe between Hardie Ave. and SW 7th Street. The SW 7th Street Stormwater Retrofit Project includes installation of approximately 38 Filterra treatment units. $9,208,000 213 SW 4th Place and Maple Avenue SW Drainage Analysis SW 4th Place and Maple Avenue SW A combination of inadequate drainage system in this area and excessive flows has resulted in flooding of a home. The drainage system upstream has excessive runoff during large storm events. Upstream properties are a mix of street runoff and private properties without a defined pipe conveyance system. There is potential that some SW Sunset Boulevard runoff may be draining towards this problem area. A drainage system analysis is needed to determine the cause of the problem and recommend a solution. A potential tight‐lined collection system may be needed with connection to the Maple Avenue SW drainage system. The cost estimate includes both the study and construction. $395,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐23 TABLE 6‐4E: FLOODING PROBLEMS: BLACK RIVER BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) 217 Rainier Pump Station Upgrades. Rainier Avenue South ‐ just south of BNSF Railroad Trestle Flooding at the low elevation on Rainier Avenue S below the railroad trestle underpass causes access problems into the pump station. The existing Chicago vertical shaft drive pumps (2x) were last refurbished in 1992 and 2010. The existing wet well vault is very small and causes constant ‘on/off’ cycling of the pumps. Access lift hatches for the station top are difficult to use during flooding conditions and require two people to operate safely. The pump station is difficult to access when flooded and a generator needs to be carried into the station. The biggest problem is the vault is neither deep enough nor large enough to accommodate the pumps. The City has planned a two phased project approach to this problem. Phase 1 (which has been completed): Temporarily refurbish the existing Chicago pumps to ensure system does not fail during a larger storm event; Phase 2: The complete system should be modified to include; better access for maintenance parking; modify the vault underneath the station by increasing Rainier street drainage pipe sizes by potentially using a larger pipe size to store runoff in street as well as the vault storage if possible; provide generator upgrade and means for a generator to be hauled into the station or lowered from above to reduce electrocution hazard; deepen vault bottom to better utilize the pumps and reduce cavitation; and, improve ceiling access hatches and revise wet well setup to accommodate more storage and reduce pump startup/stop cycling. Completed (Phase 1) $700,000 (Phase 2) 231 North Talbot Hill Drainage Improvements North Talbot Hill Drainage System (Lake Avenue S, S 19th Street, Davis Avenue S and Shattuck Avenue S.) Erosion of private property occurs in this vicinity with no defined outfall. This problem area receives runoff from Lake Avenue S, Davis Avenue S and Shattuck Avenue S. Shattuck Avenue South street and upstream runoff discharges onto private properties. Further study of this problem is needed to define a proposed solution. The study, including hydrologic and hydraulic analysis is needed to perform future land use conditions to characterize the problems and develop appropriate improvement recommendations. This cost estimate includes the study and a planning level construction cost assumes upsizing and adding new storm drains along Davis Avenue S and Lake Avenue S. with a main truck system originating from Shattuck. A steep slope discharge outfall is needed to reduce erosion westward down the steep slope. A potential solution is to work with WSDOT to address outfall impacts as well as coordinating with their future I‐167 plans. $1,210,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐24 TABLE 6‐4E: FLOODING PROBLEMS: BLACK RIVER BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) 234 Puget Drive South and Benson Road Outfalls Study Puget Drive South and Benson Road: Various Outfalls This problem includes overland discharges from the top of slope along Puget Drive South. This system handles runoff with very high energies discharging into a very steep ditch system with a downstream culvert that crosses the intersection of Benson Road South and Puget Drive South. There is a system of five Puget Drive South road discharges onto overland surfaces that cause erosion and other problems to be transported downstream towards the Talbot Road South and Puget Drive South intersection culvert. The receiving culvert at Talbot and Puget Drive is a major concern due to high potential for sediment and other debris clogging that could eventually undermine the roadway and/or cause flooding at the intersection. A study needs to be developed to evaluate problems and solutions at this location. Some considerations are to redesign the culvert across Benson Road South to address runoff from Puget Drive South and Benson Road south; the system needs to be upgraded with headwalls and its pipe conveyance capacity checked; and, the project should evaluate the five outfalls to the bottom of swale and provide energy dissipation structures. $198,000 237 Talbot Road Culvert Improvements Talbot Road between Grady Way and I‐405 near southwest corner of Sam’s Club A 48‐inch CMP culvert under Talbot Road is failing as a result of corroded bottom. The culvert is located on the southwest corner of Sam’s Club and conveys Thunder Hills Creek under the road before discharging into a pipe system located in the parking lot of the Triton Tower complex. From the parking lot, Thunder Hills Creek continues in a pipe system in S. Renton Village Place prior to discharging into Rolling Hills Creek adjacent to I‐405. Replacement of this damaged culvert is proposed. Preliminary engineering and analysis will be needed to evaluate alternative culvert replacement designs. Because a portion of culvert is located in WSDOT limited access, City and WSDOT will need to work together to design, permit and construct the project. Depending on WDFW permit requirements, culvert may need to be fish passable. $527,000 240 Puget Drive SE at Rolling Hills Avenue Culvert Crossing Puget Drive SE (between SE 19th St. and Jones PL SE) A culvert crossing at Puget Drive SE (low elevation of roadway) that collects runoff via ditches is at full capacity. The proposed solution is to replace the existing aged culvert system. Easements need to be acquired. Currently the runoff drains thru private properties. Also, the downstream system needs to be analyzed to fully understand the problem. $388,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐25 TABLE 6‐4E: FLOODING PROBLEMS: BLACK RIVER BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) 245 SW 23rd Street Drainage and Fish Passage Improvements SW 23rd Street between SR‐167 and Springbrook Creek Panther Creek flows into the SW 23rd St channel prior to connecting into Springbrook Creek. The outlet elevation of two 48‐inch CMP at East Valley Road culverts were set 4 feet below the grade of the Panther Creek channel creating a submerged condition which impairs fish passage and creates undesirable hydraulic conditions. Additionally, two ‐ 9’ by 14’ CMP arch culverts that convey the Panther Creek channel across Lind Ave SW. are reaching the end of their useful life and are set below grade. Also of concern is the increase in vegetation in the 23rd St channel between Lind Ave and East Valley Road which has reduced its hydraulic capacity. It is likely that channel improvements are needed along with culvert replacements to ensure adequate hydraulic connectivity along Panther Creek from SR‐167 to Springbrook Creek. Furthermore, WSDOT approached the City in 2020 with a proposal to connect Rolling Hills Creek to the Panther Creek channel at SW 23rd St, to meet their fish passage injunction obligation by 2030. WSDOT had connected Rolling Hills Creek to the SW 19th St storm system which is not fish passable. Connecting Rolling Hills Creek into the SW 23rd St channel would require further upsizing of the culverts and further channel improvements. The proposed solution is to replace the culverts at East Valley Road and Lind Ave SW with new fish passable culverts. The new culverts will probably be single cell three sided box culverts lined with spawning gravel. Channel improvements would consist of excavating the channel bottom and widening the cross section. Such improvements may be comparable to those identified in the P9 channel report. Since these improvements are also beneficial to WSDOT due to their obligation to provide fish passage from Springbrook Creek to Rolling Hills Creek, the Surface Water Utility will evaluate the possibility of partnering with WSDOT. Connecting Rolling Hills Creek to the SW 23rd St channel would require breaching a berm that separates Rolling Hills Creek from the Panther Creek Wetland, relocation of a City water line, and resolution of multiple utility conflicts. Improvements to the SW 23rd St channel would also need to accommodate flows from Rolling Hills Creek, and that may have a significant effect on the scope and size of these improvements. $1,780,000 251 Springbrook Creek Old Bridge Removal at SW 27th Street Springbrook Creek North of SW 27th Street A private old bridge (not used as a bridge any more) north of SW 27th Street on Springbrook Creek creates backwater condition that results in higher creek water surface elevations that contribute to upstream flooding (e.g., at SW 43rd Street). The proposed solution is to remove the bridge and replant the stream channel side slopes. $105,000 256 East Valley Road Storm System Improvements East Valley Road Between SW 30th Street and SW 23rd Street Localized areas of flooding along East Valley Road between approximately SW 30th Street and SW 23rd Street resulting from insufficient capacity in the existing storm system during large rainfall events. The project includes replacing 3400 LF of existing storm system along the East Valley Road between approximately SW 30th St. and SW 23rd St. with a new 60/54‐inch storm system. The new storm system will discharge into the SW 23rd St. culvert on E. Valley Road, which discharges to Springbrook Creek. WSDOT is responsible for partial or all funding due to mitigation for the P9 channel as was documented in the P9 Report. $550,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐26 TABLE 6‐4E: FLOODING PROBLEMS: BLACK RIVER BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) 263 Shattuck Avenue South and S 37th Street Outfall Shattuck Avenue S and S 37th Street Outfall (Runoff from Talbot Road S.) Drainage facilities in Shattuck Avenue are lacking or insufficient. Sub‐surface seepage is causing deterioration of road pavement and sidewalks. The problem is related to increased flows from upstream development and erosion of the steep slopes due to lack of defined outfall westward. The proposed solution includes conveyance improvements that are coordinated with a future street repair project (10+ years per the existing City TIP) and include anchoring the outfall, installation of new storm drain piping, new outfall, and ensuring all future flows to this system can be adequately managed. In addition, a trunk collection system is proposed to collect surface runoff that is draining onto private properties to the west via Talbot Road South. $101,000 265 Talbot Road South Drainage Study Talbot Road South (at S. 37th Street and Talbot Creek Drive South) Parallel to Talbot Road South is an existing steep slope drainage system that has capacity issues at the Talbot Road South culvert entrance, South 38th Street, and along the length of the channel along Talbot Road South due to erosion. Also runoff from the top of slope (via Talbot Road South) at Talbot Crest Drive South, South 37th Street, and north of S. 177th St. drains to this location and may cause additional erosion at the downhill portion of the slope. Talbot Road South Master Drainage Plan: Outfalls and pipe systems along this problem area need to be upgraded with outfall piping, outfall energy dissipation structures, and culvert upgrades at the Talbot Road S. and north of S. 177th St. area. Other outfalls south of the Talbot Road South & north of S. 177th St. area may need to be included as part of the Talbot Road South Master Drainage Plan to identify all problems. $198,000 269 Talbot Road South @ Panther Creek Outfall Talbot Road S. (Panther Creek Culverts) Between Carr Road and Talbot Road South, there is a series of culverts that drain onto the top of the Panther Creek steep slopes and causes erosion and debris to be transported downhill. Culverts and outfalls need to be inventoried, replaced with new outfalls to reduce runoff impacts/erosion downstream. Culvert and pipe system capacities need to be analyzed. The Panther Creek Watershed Plan should assist with this project with recommendations, hydrology/hydraulics, additional problem descriptions, etc. $790,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐27 TABLE 6‐4E: FLOODING PROBLEMS: BLACK RIVER BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) 271 Springbrook Creek Wetland and Habitat Mitigation Bank Adjacent to Springbrook Creek south of SW 34th Street This project consisted of developing a plan, creating, restoring, and enhancing wetlands in partnership with WSDOT, on approximately 130 total acres in the valley adjacent to Springbrook Creek. The project allows an alternative to on‐site mitigation for private and public projects (City or WSDOT) with wetland impacts that require mitigation per City Code to achieve a no‐net loss of wetland functions and values. The project also improves flood storage capacity along Springbrook Creek, improves water quality, fish and wildlife habitat, and provides economic benefits by allowing private development to fill low quality wetlands on their property in exchange for purchasing credits from the Wetland Bank. These credits would cost developers less when compared with on‐site mitigation, allowing private properties to develop more area, create higher valued developments, increase property values, and create more jobs, thereby increasing the City's general fund revenues. The funding is for the City's share to manage the Bank as defined in the Wetland Mitigation Bank Agreements. This project was constructed in 2007‐2008, but has require a 10‐year monitoring period to verify whether performance standards have been met to allow for the release of wetland mitigation credits that can be used by the City and WSDOT. Once all performance standards are met, a total of 45.12 mitigation credits are expected to be available and shared equally between the City and WSDOT. One credit compensates for one acre of Category II wetland. All credits have been released from Units A, B, D, and E. All credits are anticipated to be released from Unit C by the end of 2020. Following the 10‐year monitoring period and release of all credits, the Bank will enter its Long‐term Management Phase. Long‐term management will include annual inspections, monitoring of hydrologic conditions and targeted wooded species, weed control, trash removal, and repair of signage and structures due to vandalism and natural wear. The City is in the process of determining credit value and what type of projects (i.e. commercial, residential, etc.) would be eligible to use the credits. Sale of credits will be used to establish an interest‐bearing account to fund long‐term management indefinitely. $922,000 (Total for 6‐year CIP) 275 Oakesdale Avenue / SW 41st Street Culvert Replacement Oakesdale Avenue SW and SW 41st Street Flooding of roadway and adjacent properties due to insufficient culvert capacity at the Oakesdale Business Park, located immediately upstream of the SW 41st Street culvert. Oakesdale Avenue Culvert Improvements – This is a project identified in the adopted East Side Green River Watershed Plan and the East Side Green River Watershed Technical Memorandum‐2007. The project will solve existing and future flooding problems, improve water quality and fish habitat. The project includes installing a new 30‐ft wide by 8.5‐ft high box culvert. The project will increase capacity and prevent flooding of Oakesdale at the crossing and it will improve fish passage. A King County Metro sewer underneath Oakesdale Ave presents a challenge to increasing the size of the culvert. $1,710,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐28 TABLE 6‐4E: FLOODING PROBLEMS: BLACK RIVER BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) 279 and 281 SW 43rd Street/Lind Ave SW Storm System Improvements SW 43rd Street and Lind Ave Ponding of the intersection and portions of SW 43rd Street and Lind Avenue at high flow events caused by backwater created by the undersized downstream system that extends west from SW 43rd Street towards Springbrook Creek, and possibly made worse due to overflows from Upper Springbrook Creek that get into the SW 43rd system near Lind Avenue. Flooding along SW 39th St. occurs during larger storm events that prevent access into business parking lots. SW 43rd Street System Improvements include proposed installation of 60‐inch parallel pipe system between the intersection of Lind Ave./SW 43rd St. and Springbrook Creek. More specifically, the project includes constructing approximately 3,400 feet of a new, parallel 60‐inch diameter storm system along Lind Ave. SW, from SW 43rd St. to SW 39th St., and then along SW 39th St. from Lind Ave. SW to a new outfall into Springbrook Creek. $4,000,000 282 S 178th Street Drainage Connection S 178th Street storm drain system north of S Carr Road The existing system is not functioning or has failed. Runoff from South 178th Street drains to the south of the cul‐de‐sac and discharges into the failed pipe or flows overland. Eventually the private storm system to the south receives the runoff and drains toward the Talbot Road South storm system that ultimately discharges to Panther Creek. If the pipe has not been crushed, utilize either slip lining or pipe bursting to remedy the problem in order to minimize business disruptions. Easements should be obtained as part of the project if no easements exist. TV inspection is highly recommended prior to developing construction plans. $362,000 285 SE 190th Street Drainage Improvement SE 190th Street (near 103rd Place SE) Flooding and backwater occurs along an 82‐foot dispersal trench and pond system in this area. Backwater is occurring in the system upstream of this facility and overflows onto the street system. A drainage system analysis is needed to determine cause of problem and recommend a solution at SE 190th Street and 104th Place SE. The solution may include upsizing the system to handle increased storm‐water conveyance capacities. $108,000 287 S. 55th Street and Talbot Rd. S. Drainage Improvement Project S. 55th Street and Talbot Rd. S. Runoff from S. 55th Street enters roadside ditch and flows down hill where it makes a sharp bend to the south along Talbot Rd. S. While making the turn, the flow overtops the ditch and floods the roadway. Replace ditch with a new storm drain system along S. 55th Street and Talbot Rd. South to convey ditch flow around south east corner of intersection. $120,000 998 Wells Ave S Drainage Improvement Project Mid block of Wells Ave S between Houser Way S and S 4th St The 8‐inch concrete stormwater main with Facility ID No. 106222 outfall could not be located and appears to be plugged. Also, the type II catch basin with Facility ID 113701 that outlets to the type II catch basin with Facility ID 113700 has had the outlet pipe mudded over in structure 113700 blocking any flow from the north. Also, the concrete stormwater conveyance pipes are in poor condition. Replace the storm drain system along Wells Ave S from Houser Way S to S 4th St. $300,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐29 TABLE 6‐4E: FLOODING PROBLEMS: BLACK RIVER BASIN GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) 299 Downtown Storm System Improvements Along S 2nd Street, S 3rd Street and their cross streets between Rainier Ave S and Mills Ave S. This area is currently serviced by undersized and aging stormwater pipes that cannot support the re‐development and new development in the Downtown core. These utility improvements are needed to support re‐development and new development in the Downtown core and will provide better service for existing and future development. These projects are the first steps to support coordinated efforts by the City to improve intersections, add signals, and convert S 2nd St and S 3rd St to two‐way operations, as guided by the Civic Core Vision and Action Plan. Construction of these utility improvements started in 2020 and is expected to continue through spring 2022. See project cost in Table 6‐3D. DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐30 TABLE 6‐4F: FLOODING PROBLEMS: SOOS CREEK BASIN 185 SE 172nd St & 125th Ave SE Green Stormwater Infrastructure Design Project Half a block of 122nd Ave SE, 123rd Ave SE, 124th Ave SE and 125th Ave SE, north of SE 172nd St, and two blocks of SE 172nd st. Surface water overtops the centerline of the road in a low area due to backwater condition of outfall to wetland which may also contribute to flooding of House at 12215 SE 172nd Street and House at 17003 125th Ave SE. Insufficient conveyance capacity of existing drainage systems along 125th Ave SE. and SE 172nd St. may also be contributing to localized flooding. In order to improve existing conveyance capacities and mitigate for flooding concerns due to large drainage areas flowing through aging stormwater pipes crossing private parcels, the existing stormwater systems in the north‐south streets (122nd Ave SE, 123rd Ave SE, 124th Ave SE, 125th Ave SE) that flow easterly toward 125th Ave SE will be disconnected from the system and plugged at the upstream end. The existing upstream flows from outside the project limits are rerouted and conveyed southerly along the north‐south streets through proposed 18‐inch bypass systems, that connect to a new 18‐inch bypass system, which flows easterly, along SE 172nd St. These flows from the large upstream areas bypass the proposed water quality treatment systems. Additionally, permeable pavement is used throughout the project for the proposed sidewalks to provide mitigation and infiltration of stormwater runoff. $3,476,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐31 TABLE 6‐4G: FLOODING PROBLEMS: CITYWIDE SMALL DRAINAGE PROBLEM PROJECTS GIS ID # Project Name Approximate Location Problem Description Conceptual Solution Estimated Cost (2020) Various Locations Miscellaneous and Emergency Storm Projects Various emergency storm duties are completed within this program task including flooding response work during the wet season, spills, etc. $527,000 (Total 6‐Year CIP) 238 16501 Benson Rd S 16501 Benson Rd S Customer complaint about street runoff from Benson Rd S flowing down driveway onto private property. Condition has existing for very long time. Nothing has changed to increase runoff. Low priority at this point. Install new catch basins and storm pipe to intercept road runoff. $66,000 268 Talbot Rd S and S 34th Pl Stormline Repair Project 3400 block of Talbot Rd. S. A existing storm line that conveys runoff from the Cherie Lane subdivision to Talbot Rd. S. has root problems and poor access for maintenance. Replace with new storm line and construct an access road. $204,000 555 Sunset Blvd N/Aberdeen Ave NE /NE 10th St. Storm Repair Project Sunset Blvd NE and NE 10th St intersection with NE 10th St. A majority of storm system along Aberdeen Ave NE and NE 10th St consists of aging clay and CMP pipe and brick manholes. A portion of the storm system runs under homes and is in poor condition with no access for maintenance. Solutions includes replacing the existing clay and CMP pipe as well as designing a new system to bypass flows around the failing storm pipe under homes. $198,000 999 SE 182nd St Storm System From 114th Ave SE to 112th Ave SE The City’s storm system that collects runoff at the intersection of SE 182nd St and 114th Ave SE outfalls to a ditch at 18223 114th Ave SE. The ditch has been historically difficult to maintain and gradually lost capacity over time. This has led to multiple incidences of overtopping and flooding along the said property. During the major storm event of December 2019, the property owner reported flooding in his basement and filed a claim against the City. Construct a new storm system along SE 182nd St from 114th Ave SE to 112th Ave SE. Redirect drainage along 114th Ave SE from the existing outfall at 18223 114th Ave SE to the City’s drainage system along SE 182nd St. $300,000 DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐32 TABLE 6‐5: WATER QUALITY RETROFIT: EAST LAKE WASHINGTON, BLACK RIVER, CEDAR RIVER AND MAY CREEK BASINS GIS ID # Project Name Problem Description Conceptual Solution Estimated Cost (2020) W800 Burnett and Williams Water Quality Retrofit Project The Burnett Avenue S and Williams Avenue S drainage area consists of approximately 14‐acres of mixed urbanized land use with an estimated 90% impervious area. The system directly discharges into the Cedar River with no water quality treatment. The Cedar River at this location is listed in the Department of Ecology 303(d) impaired water bodies as a Category 5 for pH, temperature, and dissolved oxygen (DO) and a Category 2 for mercury. The area also completely lies within the City of Renton’s Wellhead Protection Area Zone 1 for one‐year capture. The existing storm water system also requires upsizing; as the 8‐inch storm water trunk lines running north and south through Burnett Avenue S and Williams Avenue S, just north of 2nd Street, are shown to have issues conveying the 10‐year storm. A storm in May of 2017 caused the 8‐inch main trunk line to become surcharged and flood a residential apartment complex along Burnett Avenue S. The finish floor elevation of the apartment building is lower than the catch basin rim elevation within the adjacent street (Burnett). A water quality (WQ) grant was obtained through the Department of Ecology for evaluating and designing the runoff treatment best management practice (BMP) options for the project area. The City of Renton Downtown Utility Improvement Project Conceptual Design Report identified several deficiencies within the Burnett and Williams storm water system and feasible solutions. The Conceptual Design Report stipulated multiple alternatives requiring the trunk lines within Burnett and Williams be through the outfall at the Cedar River. The existing 8‐inch pipes and 12‐inch pipe would be upsized to a minimum of 18‐inch and potentially up to 36‐inch pipe This is also supported in a separate study prepared by the apartment complex development company; where a hydrologic and hydraulic assessment was completed for the system to determine the cause of the May 2017 flood. The Burnett and Williams Water Quality Retrofit Project is currently finalizing the grant agreement with the DOE and will then initiate consultant requests for qualifications to design the water quality treatment and upsizing the system. Design DOE WQ Grant: $370,000 DOE Share: $277,500 COR Share: $92,500 Construction $2,000,000 W801 Heather Downs Detention Pond Water Quality Retrofit The project will convert the Heather Downs detention pond to a combined detention pond/wetpond to provide water quality treatment. The stormwater runoff contains hydrocarbons, oils, and other pollutants from residential areas. This project will treat pollutants from a 29.8 acre tributary basin area and reduce water quality concerns in Maplewood Creek and Cedar River. The Cedar River is on Ecology’s 303(d) list for violations in water temperature, dissolved oxygen, and pH standards. The proposed project will convert the detention pond to a combined wetpond/detention pond. The new wetpond volume will be developed by excavating below the current pond bottom. A geotechnical investigation assessed the underlying soils and based on the analysis a low permeable liner will be provided. One‐cell and two‐cell wetpond configurations were evaluated. $264,000 ($198,000 in grant funds; $66,000 City funds). Project will be completed by 12/31/2021 W802 Stormwater Facility Retrofit Study This project will improve water quality for flow control facilities in the Black River, Cedar River, May Creek, Johns Creek, Maplewood Creek, Panther Creek, Springbrook Creek, Big Soos Creek and Rolling Hills Creek subbasins in the City of Renton, which drain to Lake Washington and the Green River. The study will identify existing City of Renton owned flow control facilities and inform decisions for future treatments. The most beneficial water quality improvement projects will be identified, and conceptual designs and cost estimates will be developed. The study will provide a conceptual design for the three highest‐priority potential future projects using Ecology’s 2014 Stormwater Management Manual for Western Washington (or approved equivalent, as listed in Appendix 10 of the 2014 revision to the Phase I Municipal NPDES Stormwater Permit). Runoff treatment facilities such as bioretention, combined detention and wetponds, and TAPE GULD devices will be evaluated. The treatment option(s) selected will be catered specifically to each retrofit location, dependent on existing site criteria (available space, pollutants of concern, existing facility type, aquifer protection area, etc.). $250,000 ($187,500 in grant funds; $62,500, City funds). Project will be completed by 12/31/2022 W803 Jefferson Ave NE Green Connection Project This project was identified in the Sunset Area Surface Water Master Plan that was developed and approved as part of the Sunset Community Investment Strategy and Planned Action EIS to improve water quality in the surrounding area. This project supports the city’s goals of economic development, public safety and quality of life. This project will design flow reduction and stormwater quality treatment for approximately 1,300 linear feet of roadway to include bioretention facilities, a storm conveyance system and permeable concrete sidewalks on Jefferson Avenue NE (between NE 16th Street and NE 12th Street) in the Sunset Area community along the existing roadway where most feasible. $2,506,000 (Partially funded by an Ecology Stormwater Financial Assistance Program grant of $2,075,095 awarded in 2018) DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐33 TABLE 6‐6: HABITAT PROBLEMS: CEDAR RIVER, MAY CREEK, LAKE WASHINGTON, AND BLACK RIVER BASINS GIS ID # Project Name Problem Description Conceptual Solution 129 West Fork of Madsen Creek General habitat concerns and a culvert within the Fairwood golf course blocks fish passage. Fairwood Golf Course culvert replacement. 214 Culvert removal at Raymond Avenue (along SW 19th Street) The project improvement involves removing an existing culvert that carries Rolling Hills Creek between Springbrook Creek and Raymond Ave (along SW 19th St.) and restoring this section as an open channel. The culvert crossing was previously used for access over the creek, but it is no longer needed. This improvement is habitat related only and not required to solve a flooding problem. This project is described within the East Side Green River Plan that provides recommendations and improvements to the Springbrook Creek system. The project is identified as element PS2‐3 (Rolling Hills Culvert) in the City’s East Side Green River Watershed Project. The following are Undefined Habitat Projects by WRIA Planning in the City of Renton Miscellaneous undefined projects within the WRIA 8 Plan‐Action Start List are provided below with the following descriptions. Cedar River Basin Plan Undefined Habitat Projects. L101 Port Quendall Site Cleanup (LW‐S2‐6) Hazardous material on site. Clean up hazardous material on site. C201 WRIA 8 – ID C201 (CR‐0‐1.1‐RB) Extensive areas of industrial land use exist in Reach 1 from the mouth to Logan Street bridge (RM1). If redevelopment occurs in the area, the Army Corps of Engineers will need to be consulted on any habitat restoration in this area. Alternatives include reducing channel confinement and increasing riparian function including the use of LWD. The WRIA 8 projects list includes a conceptual project for focus on knotweed control throughout the reach, as well as riparian restoration where possible, especially along the right bank. Explore additional opportunities to reduce the effect of artificial nighttime lighting beyond the mitigation requirements for the 2016 dredging project. C202 WRIA 8 – ID C202 (CR‐0‐1.1‐RB) Dredging of this reach is anticipated in the future. Plantings will need to consider flood control requirements, airport safety issues, park and trail management and public access to the river. Recreational uses need to be balanced with an assortment of other uses. Revegetate right and left bank of Reach 1 where possible. Overhanging vegetation in this area of the river that experiences inundation by the lake is beneficial. Plants will also need to be flood tolerant to flourish in the future. Plant selection will also need to consider that the airport has a clear zone over the park that affects type of vegetation that can be planted. The WRIA 8 projects list includes a conceptual project for focus on knotweed control throughout the reach, as well as riparian restoration where possible, especially along the right bank. Explore additional opportunities to reduce the effect of artificial nighttime lighting beyond the mitigation requirements for the 2016 dredging project. C203 WRIA 8‐ ID C203 (CR‐1.1‐1.6‐LB) (CR‐1.1‐RB) Reach 2 re‐vegetation projects. Any planting in this area needs to consider park and trail management as well as access to the river. Limited riparian plantings are possible due to the Cedar River trail. Re‐vegetate riparian areas where possible in Reach 2 at Logan Street Bridge (RM 1) to I‐405 (RM 1.6). Explore options to add native riparian vegetation on the left and right bank of the river. Remove invasive vegetation and plant native riparian vegetation on left bank in areas where mature trees do not exist between Houser Way N and Logan Ave N. Potential for large wood placement at tow of bank in selected locations. Create a shallow alcove with LWD in the lawn area between the Renton Senior Center and the existing river bank(right bank). Plant the lawn with riparian vegetation. DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐34 TABLE 6‐6: HABITAT PROBLEMS: CEDAR RIVER, MAY CREEK, LAKE WASHINGTON, AND BLACK RIVER BASINS GIS ID # Project Name Problem Description Conceptual Solution C204 WRIA 8‐ IDs C204 Cedar River Reach 2 and Reach 3 improvements that include exploring re‐development options and restoration. Land use issues would exist for any restoration project proposed in this area. There exists a high number of landowners, so feasibility of restoration is diminished. Explore redevelopment and restoration projects in Reach 2 and 3, particularly in areas of industrial use in Reach 3 that are likely to be redeveloped in the near future. Reach 3, as defined in the WRIA 8 Plan, is within the City of Renton. The WRIA plan suggests that the City offers regulatory flexibility or other incentives to encourage buffer and floodplain improvements during redevelopment. This is part of the ‘explore re‐development’ option. Habitat improvement in the reach could be encouraged through incentive programs such as offering density exchanges. Exploring the possibility of setting back levees and riparian buffer restoration is a challenge in this area. The WRIA 8 project list includes a conceptual project that seeks ways to improve riparian habitat on site such as purchasing easement for buffer, removing bank hardening and restoring riparian buffer. There is a conceptual design for approximately 1,000 linear feet of bank enhancements developed, which includes regrading the bank to provide shallow edge habitat, large wood installation, and riparian revegetation. C205 WRIA 8 – ID C205 Existing cottonwoods near the library area are nearing the end of their lifespan and replanting options will need to be explored. Possibly underplant with conifer now and replant area when trees are removed in five to ten years. Permits to remove and manage trees would be required. Where possible, protection and maintenance of existing tree cover in this reach is highly recommended. C206 WRIA 8‐ ID C206 (CR‐2.1‐2.4‐RB) Improve riparian habitat in area of industrial use. A bulkhead in this area is very large and removal is highly recommended. Examples of these ‘industrial’ areas that could be restored include the areas adjacent to the old Stoneway site and the Riviera Apartments. Remove invasive vegetation and restore riparian buffer adjacent to Riviera Apartments. Explore opportunities to remove impervious surface area and bank hardening on site. Explore opportunities to remove impervious surface areas and bank hardening, and restore riparian buffer in areas of multi‐family residential use in Reach 3. This includes areas like the multifamily redevelopment of Riviera Apartments. Explore opportunities to purchase easements for buffer, removing bank hardening and restoring riparian buffer. Bulkhead removal of a structure 16 feet high x 1,150 feet along river is needed. C207 WRIA 8‐ ID C207 Bank sloughing along Cedar River in riparian corridor within areas of multifamily residential use in Reach 3. Apartment complex in this area has extensive impervious surface area. Partial buyout would be necessary to achieve high benefits. Explore opportunities to remove impervious surface area and bank hardening on site, and restore riparian buffer. The WRIA 8 project list includes a conceptual project that seeks ways to improve riparian habitat on site such as purchasing easement for buffer, removing bank hardening and restoring riparian buffer. There is a conceptual design for approximately 1,000 linear feet of bank enhancements developed, which includes regrading the bank to provide shallow edge habitat, large wood installation, and riparian revegetation. C208 WRIA 8‐ ID C208 (CR‐3.4‐4.3‐RB) Maplewood neighborhood flood buyouts and floodplain restoration. Restoration of floodplain is needed in this area. Buyouts of various homes affected by flooding during high river events. These include, but are not limited to, the Lyon’s home and two other neighboring parcels along the Cedar River affected by the flooding in the Wasmita Park area. Explore opportunities to restore riparian corridor by removing impervious surfaces and restoring riparian buffers with vegetation. Explore options for bioengineering and softening bank hardening (See recommendations for Maplewood Flood Hazard Reduction in Cedar River Basin Plan). The cost is high for this reach due to buyouts. Benefits would depend on scale of effort but at a minimum would need to reduce flood hazards. Buyouts alone do not usually provide significant fish benefits, but does allow for future floodplain restoration. For the greatest benefit, flood buyouts should be pursued in concert with comprehensive habitat restoration efforts. DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐35 TABLE 6‐6: HABITAT PROBLEMS: CEDAR RIVER, MAY CREEK, LAKE WASHINGTON, AND BLACK RIVER BASINS GIS ID # Project Name Problem Description Conceptual Solution C209 WRIA 8 – ID C209 (CR‐1.6‐5.2‐BB) The reach 3 area (between I‐405 RM 1 to SR169 Bridge RM 4.2) is well vegetated. However, noxious weed control, underplanting, and exploring diversity of plants is needed. Restore riparian areas in city owned parks upstream of I‐405 bridge, particularly the left bank. C210 WRIA 8 – ID C210 (CR‐1.6‐5.2‐BB) Protect the existing forested, riparian habitat in the City of Renton’s parkland upstream of I‐405 bridge on the left bank. Renton’s three riverside parks (Liberty, Cedar River Park, and Narco property) are going though new master planning process. Opportunities may exist to move some of the more active recreation uses of these parks to the former Narco site and protect habitat with more passive recreational uses at the other areas of the parks and restore existing riparian areas. A potential alternative for this region is to look at lowering the river to provide recreational uses in order to protect upstream habitat. C211 WRIA 8 – ID C211 (CR‐4.6‐4.9‐RB) Restoration of side channel may be possible as part of the Cedar River Basin Plan. This is for the right bank of the river on the property owned by Maplewood Heights Home Owners Association and the City of Renton across from the golf course and downstream of a landslide area. Channel restoration should be a flow through channel to reconnect to the river at the upper end for juvenile Chinook benefit rather than a groundwater fed spawning channel that primarily benefits sockeye. A UW study was done on this potential restoration project. Due to the landslide having changed the area extensively, this location may no longer be a viable opportunity for side channel restoration. The landslide area is a source of fine soils and lacks access so restoration may be difficult. Control invasive plants and replant native vegetation and conifers in vicinity of side channel on the right bank on property owned by Maplewood Heights Home Owners Association and City of Renton, across from golf course an downstream of landslide. Benefits could be gained by the upstream end of the side channel being reconnected; investigate whether to reconnect or allow the river to reconnect it on its own. C212 WRIA 8‐ ID C212 Cedar River Reach 4 improvements needed to prevent future bank sloughing in the riparian corridor. A concern was raised that conifer underplantings may not be appropriate in riparian areas along Cedar River. Historic conditions analysis indicates that forested riparian areas in lower Cedar River used to be deciduous. Other plant species or a mix of coniferous and deciduous species may be more in keeping with historic conditions. Reach 4 restoration includes considering conifer underplanting in forested riparian areas within the reach, particularly in Ron Regis park, near a slide area. This project is on the WRIA 8 project list with a status of dormant. C213 WRIA 8 – ID C213 Protect habitat in Reach 4 between SR 169 Bridge (RM 4.2) and Upstream of Landslide (RM 4.7) Protect existing riparian habitat, instream habitat conditions and extensive LWD in reach. Most of reach is already in public ownership or protected by regulations (i.e. steep slopes). C214 WRIA 8‐ ID C214 (CR‐4.9‐5.2‐LB) Protect habitat in Reach 4 and explore ways to reduce flooding and erosion in Ron Regis Park such as adding LWD and exploring a levee setback concept. It is unclear how much further the river is going to erode the bank and migrate into the Ron Regis Park in the landslide area. There may eventually be a conflict with park uses in the future. Reconnect and enhance small creek mouths as rearing areas. Opening up new spawning and rearing habitat is key to enhancing spatial distribution and diversity that leads to increased productivity. Studying options to protect habitat in Reach 4 and reduce flooding and erosion in Ron Regis Park is recommended. Explore using LWD and levee setback to prevent excessive erosion and flood damage to the public lands associated with Ron Regis Park while protecting natural habitat forming processes in the reach. Explore ways to restore habitat forming processes to the left bank adjacent to Ron Regis Park. Project elements could include removing bank armoring and installing large wood. Restoration options should include lower Madsen Creek. An alternative may be to let the river find its own equilibrium in the area. C264 WRIA 8 – ID C264 (Enhance Mouth and Lower Johns Creek) (LW‐S1‐1) Predator habitat is present here. Water quality and flows are a problem as well as siltation within the lower John’s Creek. Enhance lower channel to reduce predator habitat, restore riparian vegetation, and protect water quality from stormwater flows. Past studies have identified water quality issues, primarily from avian sources. In the future, WSDOT has Ecology approval for a direct discharge of stormwater into Johns Creek for the I‐405 expansion project. The I‐405 project expansion should consider habitat issues related to water quality, and enhancement aimed to reduce predator habitat. Recreational usage of the site is important and needs to be considered when enhancement projects are proposed in this area. DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐36 TABLE 6‐6: HABITAT PROBLEMS: CEDAR RIVER, MAY CREEK, LAKE WASHINGTON, AND BLACK RIVER BASINS GIS ID # Project Name Problem Description Conceptual Solution C265 WRIA 8 – ID C265 (Enhance mouth of Kennydale Creek) (LW‐S2‐1) Located in Gene Coulon Park, this area has seen juvenile Chinook at the mouth, but not in the stream. The mouth has a good delta with good gradient. Planting was done in the past by the City. Park and recreational usage for the City needs to be considered when habitat enhancement projects are proposed. Removal of silt is recommended and recruitment of gravels and sand is proposed. Protection of the shallow water delta is needed as part of the restoration. C266 WRIA 8 – ID C266 (South Lake Washington DNR Shoreline Restoration Project) Shoreline restoration is needed on the Washington Department of Natural Resources Property. This project is called the South Lake Washington DNR Shoreline Restoration Project and is proposed separately from the Sam Chastain Park Shoreline Restoration. Removal of a flume is also needed along the lakeside. Remove a portion of the flume along the lakeside, create a shallow water habitat, protect existing cove, and plant overhanging riparian vegetation along the shore. The Sam Chastain Trail is a project to connect the Cedar River trail to Gene Coulon Park. Mitigation with shoreline restoration should be done in concert with the trail project. C267 WRIA 8‐ID C267 (LW‐S1‐4) Reconnect and enhance small creek mouths as rearing areas for Gene Coulon and Cedar River. This is for the private property owner areas where it is desirable to remove bulkheads. Restoration of shallow water habitat and riparian vegetation is needed. Possible opportunities to work with Boeing and private property owners to remove bulkheads and restore shallow water habitat and riparian vegetation may exist in the future. C268 WRIA 8‐ ID C268 (Cedar River Delta) Predation at the mouth of Cedar River and backwater area in lower Cedar River is a problem. This lowering project would require regular maintenance. This is an area where high bird predation on Chinook fry exists. Explore lowering/modifying the delta to create more shallow water habitat, and reduce predation for juvenile Chinook by cutting trees lower. Address predation effects at the mouth of the Cedar River and backwater area in lower Cedar River. Any potential projects should consider the City of Renton’s Shoreline Plan, ACOE, and the City of Renton Airport management requirements. [note there have been questions raised about the benefits of this habitat project because it is possible that creating more shallow water habitat may increase Chinook presence and consequently increase predation]. The project was cancelled in 2012 and the granting agencies were notified and the funds returned. C269 WRIA 8‐ID C269 (Shoreline restoration west of Cedar) Overhanging riparian vegetation has been lost due to erosion of stream bank. Restoration would be for shoreline west of Cedar’s mouth. Homeowner bulkheads are a concern and conversion of nearshore habitat to shallow beach and restoration of vegetation is desirable. Incentive programs are needed such as PBRS to encourage participation on reducing number of docks used. Using community docks would be better for habitat. Conversion of nearshore habitat to shallow beach and restoration of riparian vegetation is desirable. Develop community docks as a replacement and restore mouths of small creeks at the same time. As of July 2010 this project required the reuse of clean sediments to be dredged from the Seaplane Base. Sediments to be used to build 1) a habitat island along the western edge of the growing Cedar River delta, and 2) a habitat bench in front of the vertical sheet pile wall located along the western half of the Airport’s Lake Washington shoreline. New habitat is designed to incorporate large woody debris and to provide overhanging riparian vegetation to create high quality shallow water habitat for outmigrating juvenile Chinook. These habitat improvements depend upon the supply of clean sediments from the dredging project and are designed to complement previously‐negotiated mitigation work. This project was cancelled in 2012; granting agency notified and funds returned. C270 WRIA 8‐ID C270 (Explore opportunities to restore small creek mouths) (LW‐S2‐5) Limited shoreline habitat has resulted in increased salmon predation at the mouths of creeks discharging into south Lake Washington. Restore mouths of small creeks such as Kennydale and Johns Creek and remove bulkheads and construct community docks in place of individual docks along the shoreline between Kennydale Creek and west of the mouth of the Cedar River. Restore mouth and lower reach of May Creek. Increase beach, set back banks, plant riparian buffers, and add large wood to improve habitat for juvenile Chinook. C288 WRIA8 – ID C288 (Sam Chastain Park Shoreline Restoration) An existing bulkhead in the vicinity of Chastain Park limits near shore habitat. The proposed Chastain Park Shoreline Restoration includes removing the bulkhead and placing gravels from Beaux Arts on 1100 feet of shoreline restoration, setback armoring, and improving vegetation. DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐37 TABLE 6‐6: HABITAT PROBLEMS: CEDAR RIVER, MAY CREEK, LAKE WASHINGTON, AND BLACK RIVER BASINS GIS ID # Project Name Problem Description Conceptual Solution S19 Green River Ecosystem Restoration Projects (Lower Springbrook Reach Rehabilitation – LG‐19 in WRIA 9 Plan/Site No. 7 in the Green/Duwamish River Basin Ecosystem Restoration Study Final Feasibility Report) Lower Springbrook Creek Reach is characterized by poor water quality and limited riparian vegetation. This project would rehabilitate habitat for rearing and off channel refuge on Springbrook Creek. Springbrook Creek cuts through the Renton Valley from the border with Kent at SW 43rd Street to the Black River Pump Station. The project would improve approximately 2.8 miles of habitat with riparian plantings, large woody debris, pool construction, channel branch excavation (dendrites), and channel modifications to create a two stage (low and high) flow channel. Although Springbrook Creek is spring fed, water quality is very poor and characterized by high temperatures and low dissolved oxygen. The Green River Ecosystem Restoration projects are part of a large effort (cost shared by jurisdictions within the WRIA 9 Forum) to restore habitat in the Green/Duwamish River Watershed. The projects will help in the City’s response to the Endangered Species Act. The utility funds shown will be used to match Army Corps of Engineer’s federal funds (65% federal, 35% local) to allow the design and construction of the projects. The City may consider submitting a project deviation to the Corps during the design phase to include replacement of the SW 43rd Street culvert. The project schedule is dependent upon priority relative to other projects and Congress appropriating the federal funds needed for the construction of the projects. DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐38 TABLE 6‐7: PROGRAMS AND REGULATORY COMPLIANCE Project Name Problem Description/Permit Reference Solution/Compliance Approach Estimated Cost (2020) Coordination with Long‐Range Plan Updates NPDES Permit Condition S5.C.1.b City must describe how stormwater management needs and protection/improvement of receiving water health are (or are not) information the planning update processes. Documentation is included in the Stormwater Annual Report. Minimal Low Impact Develop Code NPDES Permit Condition S5.C.1.c Ongoing program to require LID BMPs and LID principles and to make LID the preferred and commonly used approach for site development. City must provide an annual update on progress and/or barriers. Minimal Stormwater Management Action Planning/Watershed Planning NPDES Permit Condition S5.C.1.d. City must develop a Stormwater Management Action Plan for one high priority watershed no later than March 31, 2023. Interim permit deliverables in support of the Stormwater Management Plan include a watershed inventory and receiving water assessment by March 31, 2022, receiving water prioritization by June 30, 2022. $200,000 Annually Public Education and Outreach NPDES Permit Condition S5.C.2 Ongoing education program aimed at the general public, businesses, engineers, contractors, developers, land use planners, residents, landscapes, property managers/owners, and school age children to build general awareness about stormwater impacts and affect behavior change to reduce or eliminate behaviors that contribute to adverse stormwater impacts. Conduct an evaluation of effectiveness of ongoing behavior change campaign no later than July 1, 2020. Develop a strategy to implement actions to address lessons learned from effectiveness study no later than February 1, 2021 and begin to implement outreach strategy based on lessons learned no later than April 1, 2021. Public education and outreach results must be documented no later than March 31, 2024. Minimal Stewardship NPDES Permit Condition S5.C.2 Ongoing program to provide and advertise stewardship opportunities and/or partner with other organizations to encourage residents to engage in surface and stormwater activities storm drain marking and other events. Continuation of Existing Program MS4 Mapping and Documentation NPDES Permit Condition S5.C.4.b.ii Ongoing program to map and document MS4. No later than August 1, 2023, complete mapping of all known connections from the MS4 to a privately owned stormwater system. $29,000 Annually Detect and Identify Illicit Discharges and Illicit Connections NPDES Permit Condition S5.C.5.d City must conduct field screening of at least 12% of the MS4 annually and track total percentage of MS4 screened beginning August 1, 2019. Train municipal field staff. Continuation of Existing Program Address Illicit Discharges and Illicit Connections NPDES Permit Condition S5.C.5.e Implement procedures to characterize, trace sources, and eliminate illicit discharges and connections within specified deadlines. Continuation of Existing Program Ordinance Addressing Runoff from New Development, Redevelopment and Construction Sites NPDES Permit Condition S5.C.6.b Adopt and make effective a local program, no later than June 30, 2022 that addresses runoff from new development, redevelopment and construction site projects consistent with a Phase I program approved by Ecology and amended to include Appendix 10. Minimal DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐39 TABLE 6‐7: PROGRAMS AND REGULATORY COMPLIANCE Site Plan Review, Inspections and Enforcement NPDES Permit Condition S5.C.6.c Review of stormwater site plans and inspection of development sites before, during and after construction per the permit conditions. Process also includes inspection of BMPs and facilities in new residential developments every 6 months until 90% of the lots are constructed, recordkeeping, and enforcement. Minimal Annual Inspection of Stormwater Treatment and Flow Control BMPs/Facilities that discharge to MS4 NPDES Permit Condition S5.C.7.b.i.b Ongoing program to annually inspect all stormwater treatment and flow control BMPs that discharge to the MS4, unless otherwise exempted from this permit condition. Continuation of Existing Program Annual Inspection of Municipally Owned Stormwater Treatment and Flow Control BMPs/Facilities NPDES Permit Condition S5.C.7.c.i Ongoing program to annually inspect all municipally owned or operated stormwater treatment and flow control BMPs/facilities and conduct maintenance activities. $253,000 Annually Inspect and clean catch basins NPDES Permit Condition S5.C.7.c.iii Inspection of catch basins and inlets is required once every two years. This requirement may be changed based on maintenance records of double the length of time of the proposed inspection frequency. The City meets this requirement through an alternative of cleaning all pipes, ditches, and catch basins and inlets in a circuit once during the permit cycle. $253,000 Annually Pollution Prevention and O&M ‐ NPDES Permit Condition S5.C.7.d. and f Ongoing program to document and implement an operations and maintenance program to prevent or reduce pollutants in runoff on lands owned by the City. Implement a Stormwater Pollution Prevention Plan (SWPPP) for all heavy equipment maintenance or storage yards, and material storage facilities owned by the City that do not have coverage under the Industrial Stormwater General Permit. Update the SWPPP(s) no later than December 31, 2022. Minimal Source Control and Business Inspection Program NPDES Permit Condition S5.C.8 Adopt and make effective an ordinance or enforceable document to require source control BMPs for pollutant generating sources associated with existing land uses no later than August 1, 2022. Develop an inventory of site that have potential to generate pollutants to the MS4 no later than August 1, 2022. No later than January 1, 2023, implement an inspection program to annually inspect 20% of sites in the City’s inventory of pollution generating sites. No later than January 1, 2023, implement a progressive enforcement policy that requires sites to comply with stormwater requirements. $126,500 annually Reporting and Staff Training NPDES Permit Conditions S5.C.5.d.iii; S5.C.5.f; S5.C.6.e; S5.C.7.e; and S5.C.8.b.v On‐going program to develop and implement procedures for keeping records of inspection and enforcement action by staff as well as a training program for employees whose construction, operation and maintenance job functions may impact stormwater quality. Continuation of Existing Program Monitoring and Assessment NPDES Permit Condition S8.A Regional Status and Trends Monitoring and S8.B Stormwater Management Program Effectiveness and Source Identification Studies The City participates in regional status and trends monitoring and stormwater management program effectiveness and source identification studies. $240,160 Annually Residential Plat Stormwater Management Facility Maintenance and Operation Program The City assumed operation and maintenance of approximately 213 existing stormwater facilities on residential plats following a policy decision on October 18, 2010. Ongoing program to maintain stormwater facilities for which the City has assumed maintenance responsibilities. $685,000 Annually DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐40 TABLE 6‐7: PROGRAMS AND REGULATORY COMPLIANCE Mosquito Abatement Program (Talbot Hill Area) The Panther Creek wetlands east of SR‐167 and between I‐405 and Valley Medical Hospital, are a large breeding ground for mosquitoes. Adult mosquitoes emerge from the wetlands in the late spring to feed in the residential neighborhoods in and around Talbot Hills. In addition to controlling adult mosquitoes, the City also treats for mosquito larvae in all City owned stormwater facilities including ponds and vaults. These mosquito abatement efforts help to reduce mosquito bites and subsequent risk of West Nile virus infection. The City implements an annual contract with pest control contractor to control mosquito populations through adulticiding of upland areas adjacent to the wetlands and treatment of City maintained stormwater ponds using larvicide during the spring and summer months. The budget will need to be adjusted annually to account for additional ponds that are acquired by the City through new construction and future annexations. $90,000 Annually Stormwater Facility Fencing Project Past and current design standards (taken largely from King County Surface Water Design Manual) require stormwater ponds to have a perimeter fence only when interior side slopes are greater than 3 horizontal to 1 vertical. However, some existing ponds with flatter interior side slopes (i.e., that did not require perimeter fencing) and having standing water several feet or more deep can create a potential safety hazard, particularly for small children. The City has adopt a new policy of requiring all current and future ponds to be fenced which required changes to the City’s stormwater code and stormwater design manual The City is currently responsible for the maintenance of 28 residential facilities and 6 non‐residential facilities that either do not have perimeter fencing or do not have a perimeter fence that meets the design standards. There are an additional 17 privately maintained stormwater facilities that will be eventually transferred to the City and will need to be fenced. $100,000 Annually Asset Management Enhancement As the City’s infrastructure ages, storm pipes and structures tend to perform poorly or fail, potentially causing flooding and endangering the public. Deciding when to maintain, repair and replace stormwater infrastructure is difficult without an asset management program that will manage infrastructure capital assets that will minimize the total cost of owning and operating them while providing the City’s target level of service. The Surface Water utility has developed an asset management program that helps the utility with short, medium and long term planning of pipe replacement and repair, proactive inspection and maintenance of the City’s storm system and prioritizing replacement projects based on cost‐benefit analysis and severity of defects. The program relies on a CCTV Truck with two operators, GraniteNet for viewing CCTV inspections, NASSCO PACP standards, and coordination between Surface Water Engineering and Maintenance sections. The utility will continue to advance this program to include non‐CMP pipes. $100,000 Annually City Wide Drainage Maintenance Program The City has many culverts discharging to streams and creeks that require routine maintenance including vegetation and sediment removal. The City has completed SEPA review and was issued a critical areas and shoreline exemption for vegetation and sediment removal at culverts within in the City. Fisheries has also issued an HPA that authorizes routine maintenance of 25 culverts and channels. City staff will still be required to obtain individual state and federal permits for each culvert. $66,000 Annually Surface Water Utility GIS The City’s infrastructure mapping needs continual updates as new storm water facilities, pipes and structures are taken into plats or acquired through annexations. Surface water utility GIS mapping to include new storm water systems, as‐built information, recently annexed areas, and continual maintenance of GIS mapping. $115,000 Annually Stream Flow/WQ Monitoring Program Stream flow and water quality monitoring program. Currently collecting stream gage date at the Black River pump station. $13,000 Annually Culvert/Stream Inventory As a result of a permanent injunction issued by the US District Court reinforcing treaty rights, WSDOT and WDFW must replace culvert crossings that are fish barriers with fish passable culverts. With this ruling, it opens up the possibility that other government entities may also have to replace fish barriers within their jurisdiction The Surface Water Utility began the process of conducting a stream inventory of all culvert crossings. This information was used to eventually field survey each culvert crossing in an effort to identify fish passage issues and develop solutions with priority rankings which can be incorporated in the utility’s CIP program. The establishment of a fish passage improvement program is currently under consideration. $95,000 Annually Surface Water Utility Plan The Surface Water Utility’s last comprehensive planning effort was conducted almost 25 years ago. A new surface water utility management plan is needed to reflect current capital needs and programs. Develop a comprehensive city‐wide surface water planning document to provide guidance for programmatic and capital needs for the next 6 years and for future years. Update every 6 years. Last update as of the writing of this system plan was in 2020. $120,000 (6‐year CIP Cost) DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT CAPITAL IMPROVEMENT PROJECT NEEDS OSBORN CONSULTING, INC. BELLEVUE • SEATTLE • SPOKANE 6‐41 TABLE 6‐7: PROGRAMS AND REGULATORY COMPLIANCE CMP Storm System Replacement Program This program consists of assessing the condition of all corrugated metal pipes (CMP) whose diameter is 18 inches or larger, located in high risk areas (i.e. under major roads). This program was driven by a failure of a CMP pipe along Rainier Ave S in 2018, which caused a major cavity to form underneath the road, and required an emergency repair project. This program is intended to address deficiencies in CMPs, which are more susceptible to deterioration than plastic and concrete pipes, before a catastrophic failure becomes imminent. Minor deficiencies are typically repaired through coordination with the surface water maintenance section, while replacement projects resulting from significant structural issues (e.g. deterioration of the pipe wall, pipe collapse) require the replacement or rehabilitation of the pipe and may require hiring a contractor. This program repairs and replaces corrugated metal pipes showing signs of deterioration in high risk areas to avoid catastrophic failures and emergency repairs. This project supports the city's goal of protecting public safety. $580,000 (6‐year CIP Cost) Cedar River Flood Risk Reduction Feasibility Study The Lower Cedar River Flood Risk Reduction Feasibility Study intends to assess the feasibility of improving the level of flood protection and evaluate future flood risk mitigation projects along the Cedar River from River Mile 0 to River Mile 2.7. This feasibility study would identify potential measures or construction projects that would increase resiliency to floods greater than the 100‐year event and identify the most feasible level of flood protection that could be achieved along this reach of the Cedar River, a critical area of development and economic activity within King County. The King County Flood Control Zone District (KCFCZD) placed the Feasibility Study on its 6‐year Capital Improvement Project funding plan in 2018 and a funding agreement was executed with the City in April 2020. This study is expected to begin in 2020 and be completed by 2023. This study evaluates the feasibility of increasing the level of flood protection along the Lower Cedar River, and reducing the risk of flooding to the surrounding area in Renton. It supports the city's goal of protecting public safety. $485,000 (6‐year CIP Cost) WSDOT Limited Access ROW Runoff Impact Mitigation Program The city currently charges surface water fees to WSDOT for the SR‐167 and I‐405 right of way within Renton city limits. RCW 90.03.525 allows local municipalities to charge stormwater fees for state limited access highways and was modified when Senate bill 5505 was passed in 2019. The bill clarified the objectives of the Stormwater Management Funding and Implementation Program for highway related runoff problems and required charges paid by the state to local jurisdictions to be used solely for stormwater control facilities that directly reduce state highway runoff impacts or implementation of best management practices that will reduce the need for such facilities. A plan and progress report are required to be submitted annually so that WSDOT pays their stormwater fee to the City. This program consists of studies and improvements to city facilities downstream of limited access right‐of‐way implemented to remain in compliance with RCW 90.03.525. This program enables the city to keep collecting surface water fees from WSDOT for limited access right of way, and prioritizes improvements beneficial to both the City and WSDOT. It supports the city's goals of public safety and quality of life. $192,000 (6‐year CIP Cost) DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT
CAPITAL IMPROVEMENT PROJECT NEEDS
O SBORN C ONSULTING, I NC.
B ELLEVUE • S EATTLE • S POKANE 6‐42
TABLE 6‐8:
PRIORITIZED CAPITAL IMPROVEMENT PROJECTS FOR FLOOD PROTECTION/WATER QUALITY TREATMENT
GIS Project
No. (See
Figures 6‐2
and 6‐3)
Project Name
Total CIP Cost
Estimate
(2020 dollars)
Annual
Maintenance
Cost
(cost/year)
PRIORITY ONE PROJECTS
111 Monroe Avenue NE and NE 2nd Street Infiltration System Improvements $6,350,000
299 Downtown Storm System Improvements $6,917,000
187 and 302 Madsen Creek Improvement Project $1,221,000
101 Cedar River Gravel Removal Project $14,966,000
185 SE 172nd Street and 125th Ave SE Storm System Replacement Project $3,476,000
245 SW 23rd Street and East Valley Road Culvert Replacement $1,780,000
303 Maplewood Creek Sediment Facility Maintenance $1,233,000 $95,000 ‐
$100,000
302 and 187 Madsen Creek Sedimentation Basin Cleaning $926,000 $75,000 ‐
$84,000
211 and 215 Hardie Avenue S Underpass and SW 7th Storm System Improvements
(All Phases)
$9,208,000
456 NE Sunset Blvd at Union Avenue NE $2,250,000
279 and 281 SW 43rd Street Storm Improvements $4,000,000
256 East Valley Road Storm System Improvements $550,000
116 Ginger Creek/Cascade Park Basin Plan $350,000
Various
Locations
Miscellaneous and Emergency Storm Projects $527,000
999 SE 182nd St Storm System $300,000
TOTAL PRIORITY ONE PROJECTS $54,054,000
PRIORITY TWO PROJECTS
121 Lower Maplewood Conveyance Improvements $557,000
146 NE 4th Street Crossing at Maplewood Creek $336,000
151 East Fork Maplewood Creek at NE 2nd Street $421,000
156 Maplewood Creek Basin Improvements $1,030,000
213 SW 4th Place and Maple Avenue SW Drainage Analysis $395,000
217 Rainier Pump Station $700,000
237 Talbot Road Drainage Improvements $527,000
240 Puget Drive SE at Rolling Hills Avenue Culvert Crossing $388,000
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT
CAPITAL IMPROVEMENT PROJECT NEEDS
O SBORN C ONSULTING, I NC.
B ELLEVUE • S EATTLE • S POKANE 6‐43
251 Springbrook Creek Old Bridge Removal at SW 27th Streett $105,000
268 Talbot Road S and S 34th Pl Stormline Repair Project $204,000
275 Oakesdale Avenue/SW 41st Street Culvert Replacement $1,710,000
285 SE 190th Street Drainage Improvement $108,000
287 S. 55th Street and Talbot Rd. S Drainage Improvement Project $120,000
421 May Creek Outfall @ NE 30th Street $658,000
511 John’s Creek Outfall Culvert Crossings $1,200,000
521 John's Creek Outfall ‐ NE 8th to Houser $1,450,000
531 Kennydale Master Drainage Plan $395,000
541 East Lake Washington Blvd and NE 28th Street Drainage $329,000
551 Blueberry Farm at Jones Avenue NE and NE 20th Street $336,000
555 Sunset Blvd N/Aberdeen Ave NE/NE 10th St Storm Repair Project $198,000
566 Jones Avenue NE/NE 43rd Street Culvert and Storm System Improvements $922,000
571 Lincoln Avenue NE Culvert Improvements $198,000
TOTAL PRIORITY TWO PROJECTS: $12,287,000
PRIORITY THREE PROJECTS
231 North Talbot Hill Drainage Improvements $1,210,000
234 Puget Drive South and Benson Road Outfalls Study $198,000
238 16501 Benson Rd South $66,000
263 Shattuck Avenue South and S 37th Street Outfall $101,000
265 Talbot Road South Drainage Study $198,000
269 Talbot Road South @ Panther Creek Outfall $790,000
282 S 178th Street Drainage Connection $362,000
411 May Creek Outfall @ NE 36th Street $658,000
431 Honey Creek Outfalls Plan $263,000
506 John's Creek Culverts Sediment Cleaning $165,000
516 South Lake Washington Roadway Improvement Discharge to John's
Creek
$988,000
546 Meadow Avenue North Culvert on Kennydale Creek $2,630,000
621 Black River Box Culvert Maintenance $1,320,000
998 Wells Ave S Drainage Improvement Project $300,000
TOTAL PRIORITY THREE PROJECTS $9,249,000
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT
CAPITAL IMPROVEMENT PROJECT NEEDS
O SBORN C ONSULTING, I NC.
B ELLEVUE • S EATTLE • S POKANE 6‐44
FLOODING PROJECTS WITH HABITAT EMPHASIS
271 Springbrook Creek Wetland and Habitat Mitigation Bank $922,000
TOTAL FLOODING PROJECTS WITH HABITAT EMPHASIS $922,000
WATER QUALITY TREATMENT PROJECTS
W800 Burnett and Williams Water Quality Retrofit Project $470,000
W801 Heather Downs Detention Pond Water Quality Retrofit $1,145,000
W802 Stormwater Facility Retrofit Study $300,000
W803 Jefferson Ave NE Green Connection Project $2,506,000
TOTAL WATER QUALITY TREATMENT PROJECTS $4,421,000
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT
O SBORN C ONSULTING, I NC.
B ELLEVUE • S EATTLE • S POKANE 7‐1
SECTION 7
RECOMMENDATIONS
This section contains a summary of the recommendations developed through the planning process that are
new or different from the current surface water program. The two main areas of recommendations include
surface water management program elements and capital improvement program.
7.1 SUMMARY OF RECOMMENDED SURFACE WATER MANAGEMENT PROGRAM
CHANGES
The recommended program changes are summarized below within two broad categories, Regulatory
Compliance and Other Future Program Needs and Policy Considerations. Recommendations in the area of
Regulatory Compliance primarily relate to compliance with the future NPDES permit. Fact Sheets developed
for new programs identified in Section 5 are included in Appendix E.
7.1.1 REGULATORY COMPLIANCE
As discussed in Section 3, Utility has taken major steps from 2008 to present day in order to meet the
requirements of the NPDES permit. Starting in August 2019, Utility also began to phase in new and/or
increased requirements to meet the new permit compliance requirements as part of the next NDPES
permit cycle.
The following paragraphs list some of the major recommendations with regard to NPDES and regulatory
compliance, the majority of which relates to the new NPDES permit.
Anticipate need for program increases as the new NPDES permit is phased in. Table 5‐1
presents a list of the main changes from the current permit and provides an estimated range of
cost implications of between $223,000 and $356,000 for implementation of a new source
control program, additional mapping and watershed planning, and development of a
Stormwater Management Action Plan. Overall costs to implement the permit, including
implementation of on‐going permit conditions range from $840,000 to $1,101,600. These
estimates are based on current City staffing costs and estimated staffing levels to complete the
work. Details are provided in Section 5. Some of the major NPDES permit changes in the 2019
permit (summarizing from Table 5‐1) are:
o Develop and implement a source control program for existing land uses.
o Evaluate receiving water conditions in City watersheds and select high priority
watershed for which to develop a Stormwater Management Action Plan.
o Map private stormwater systems connected to the MS4.
7.1.2 OTHER FUTURE PROGRAM NEEDS AND POLICY CONSIDERATIONS
Section 5 discusses ongoing activities and the future needs of Utility to address permit requirements, city
policies, and increased workloads, as well as land use, Utility processes, and potential regulatory issues.
These ongoing and future program needs are summarized in Table 5‐2, and include:
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
DRAFT
RECOMMENDATIONS
O SBORN C ONSULTING, I NC.
B ELLEVUE • S EATTLE • S POKANE 7‐2
Continue to monitor the increased resources from infill development relative to maintenance
staff levels and make adjustments as needed.
Continuation of Residential Plat Stormwater Management Facility and Maintenance and
Operation
Continuation of existing surface water initiatives, including the Mosquito Abatement Program,
Stormwater Facility Fencing Program, City‐Wide Drainage Maintenance Program, and Stream
Flow/Water Quality Monitoring Program.
Enhance the current Asset Management Program to include non‐CMP pipes.
Update the Surface Water Utility System Plan every 6 years.
Continue with agency coordination such as WSDOT, KCFCD, FEMA, USACE, and Ecology on
issues related to surface water management within the City.
7.2 RECOMMENDED CAPITAL IMPROVEMENT PROGRAM
Table 7‐1 presents Utility’s 2020 to 2026 CIP. The CIP includes flood hazard reduction projects, water
quality projects, and habitat projects. Fact Sheets developed by the City for the Utility CIP for 2021 to 2026
are included in Appendix G. The fact sheets describe each project, summarize the scope, and illustrate
estimated expenditures and funding resources spread out over the six‐year planning period. They also
indicate a planned year of implementation for each CIP, noting however that project priorities change in
any given year. Section 6 provides a discussion of several factors that can influence the schedule for CIP
implementation.
TABLE 7‐1:
SURFACE WATER UTILITY 2021‐2026 CAPITAL IMPROVEMENT PROGRAM (CIP)
Priority Capital Projects
Project GIS #
(See Figures 6‐2and 6‐3
for Locations)
1 Monroe Ave NE & NE 2nd St Infiltration System Improvements 111
2 Downtown Storm System Improvements 299
3 Madsen Creek Improvement Project 187 and 302
4 Jefferson Ave NE Green Connections Project W803
5 Cedar River Gravel Removal Project 101
6 Cedar River 205 Project Levee Recertification Project N/A
7 Heather Downs Detention Pond Retrofit W801
8 Stormwater Facility Retrofit Study W802
9 Burnett Ave S and Williams Ave S Water Quality Retrofit Project W800
10 SE 172nd and 125th Ave SE Storm System Improvement Project 185
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RECOMMENDATIONS
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TABLE 7‐1:
SURFACE WATER UTILITY 2021‐2026 CAPITAL IMPROVEMENT PROGRAM (CIP)
Priority Capital Projects
Project GIS #
(See Figures 6‐2and 6‐3
for Locations)
11 SW 23rd Street Drainage and Fish Passage Improvements 245
12 Maplewood Creek Sedimentation Facility Maintenance 303
13 Madsen Creek Sedimentation Cleaning 302 and 187
14 Rainier Ave and Oaksdale Ave Pump Station Upgrades N/A
15 Springbrook Creek Wetland and Habitat Mitigation Bank 271
16 Stormwater Facility Fencing Project N/A
17 Small Drainage Projects Program N/A
18 Surface Water Utility GIS N/A
19 Talbot Hill Area Mosquito Abatement Program N/A
20 CMP Storm System Replacement Program N/A
21 Hardie Ave SW‐SW 7th St Storm System Improvements 211 and 215
22 NE Sunset Blvd & Union Ave NE Storm System Improvements 456
23 SW 43rd Street/Lind Ave SE Storm System Improvements N/A
24 East Valley Road Storm System Improvements 256
25 Surface Water Utility System Plan N/A
26 Ginger Creek/Cascade Park Basin Plan 116
27 Cedar River Flood Risk Reduction Feasibility Study N/A
28 WSDOT Limited Access ROW Runoff Impact Mitigation Program N/A
29 Miscellaneous/Emergency Storm Projects N/A
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REFERENCES
Abbey Road Group. 2019. King County Drainage District #1 Semi Annual Water Quality Testing Results
(September 11,2019). Memo received December 2, 2019.
BHC. 2007. South Lake Washington Roadway Improvement Report.
Black, Alan. 2006. E‐mail from Alan Black, P.E., HNTB, to Allen Quynn, City of Renton. Fwd:Re: RTB
Project – Gypsy Creek Flows. October 20, 2006. (Cited in Parametrix 2007.)
Brooks, P., Geoghegan K., Farah, J. 2019. Post‐Dredge Monitoring of Channel Adjustment in a Gravel‐
Bedded River. Submitted for the 2019 Federal Interagency Sedimentation and Hydrologic
Modeling Conference. Reno, Nevada.
ENTRANCO. 1995. Gypsy Subbasin Analyses, Technical Memorandum No. 2. Draft analysis. Prepared
for City of Renton, Washington. April 1995.
City of Renton Public Works Department Surface Water Utility. 2017. Surface Water Design Manual.
Department of Ecology. Web page. Washington State Water Quality Atlas.
(https://fortress.wa.gov/ecy/waterqualityatlas/map.aspx?CustomMap=y&RT=1&Layers=30&F
ilters=n,y,n,n&F2.1=0&F2.2=0&BBox=‐14338616,5395963,‐12562831,6503994 Accessed June
2020)
Department of Ecology. Web Page. Freshwater Information Network (FIN). Site ID 08C070 Cedar River
at Logan Street/Renton
https://ecology.wa.gov/Research‐Data/Monitoring‐assessment/River‐stream‐
monitoring/Water‐quality‐monitoring/River‐stream‐water‐quality‐index. Accessed August
2020)
Ecology. Web Page. 2020a. Accessed August 2020. Soos Creek watershed multi‐parameter TMDL.
https://ecology.wa.gov/Water‐Shorelines/Water‐quality/Water‐improvement/Total‐
Maximum‐Daily‐Load‐process/Directory‐of‐improvement‐projects/Soos‐Creek‐multi‐
parameter‐TMDL
Ecology. Web Page. 2020b. Accessed August 2020. Soos Creek watershed fecal coliform TMDL.
https://ecology.wa.gov/Water‐Shorelines/Water‐quality/Water‐improvement/Total‐
Maximum‐Daily‐Load‐process/Directory‐of‐improvement‐projects/Soos‐Creek‐bacteria‐
TMDL
Federal Emergency Management Agency (FEMA). Web page. Last Updated September 9, 2019. The
National Flood Insurance Program Community Status Book. (https://www.fema.gov/
national‐flood‐insurance‐program‐community‐status‐book. Accessed June 2020.)
Federal Emergency Management Agency (FEMA). Guidance for Flood Risk Analysis and Mapping ‐
Levees. February 2018.
David Hartley, King County DNR‐WLRD. March 13, 2000. Flood Frequency Curve for the Year 2000
Floodplain Mapping on the Cedar River.
Geoengineers. 2017. As‐Built Record: Elliot Channel Repair – Cedar River Maintenance Dredging
Project, Renton, WA. Prepared for the City of Renton.
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REFERENCES
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Gray & Osborne, Inc. 2003. SW 7th Street Storm Drainage Improvement Project. Pre‐design analysis
report. Prepared for City of Renton, Washington. February 2003.
Hallock, David. 2002. A Water Quality Index for Ecology’s Stream Monitoring Program. Washington
State Department of Ecology.
Harza. 1995. Final Report: Comprehensive fisheries assessment of the Mill Creek, Garrison Creek and
Springbrook system. Prepared for City of Kent, Environmental Engineering.
HDR Engineering, Inc. 1995. Draft Surface Water Utility Comprehensive Plan (not adopted). Prepared
for City of Renton, Washington. November 1995.
Herrera Environmental Consultants. 1993a. Renton/Lake Washington Pollution Abatement Program:
Pollutant Source Characterization. Prepared by Herrera Environmental Consultants and
R. W. Beck and Associates. December 1993.
Herrera Environmental Consultants. 1993b. “Appendix A: Water Quality Assessment.” In: R. W. Beck
and Associates, Herrera Environmental Consultants, and Jones & Stokes Associates. Black
River Basin Water Quality Management Plan. Vol. 2. Prepared for City of Renton, Washington.
May 1993.
Herrera Environmental Consultants. 1994. Renton/Lake Washington Pollution Abatement Program:
Implementation Plan. May 1994.
Herrera Environmental Consultants. 2006. Monitoring Report—Gene Coulon Park Microbial Source
Tracking Study.
Kerwin. 2001. Salmon and Steelhead Habitat Limiting Factors Report. For Cedar‐Sammamish Basin
(Water Resource Inventory Area 8).
https://www.govlink.org/watersheds/8/pdf/wria_8_lfa_FINAL.pdf
King County. 1992. Soos Creek Basin Plan. King County Surface Water Management Division.
King County. 1993. Cedar River Current and Future Conditions Report. King County Surface Water
Management Division. April 1993.
King County. 1995a. May Creek Current and Future Conditions Report. Prepared by Foster Wheeler
Corporation for King County Surface Water Management Division and Renton Surface Water
Utility. August 1995.
King County. 1995b. Cedar River Draft Basin and Nonpoint Pollution Action Plan. King County
Department of Public Works, Surface Water Management Division; and Cedar River
Watershed Management Committee. February 1995.
King County. 1999. West Hill Drainage Study: Southwest Lake Washington Basin. King County
Department of Natural Resources. January 1999.
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REFERENCES
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King County. 2000. Habitat Limiting Factors and Reconnaissance Assessment Report: Green/Duwamish
and Central Puget Sound Watersheds (Water Resource Inventory Area 9 and Vashon Island.
King County Department of Natural Resources and Washington State Conservation
Commission. December 2000.
King County. 2001. May Creek Basin Action Plan. King County Surface Water Management Division
and Renton Department of Public Works. April 2001.
King County. 2002. Green‐Duwamish Watershed Nonpoint Action Plan: Final Plan.
King County. 2005. Swimming Beach Closure Summaries Web page. King County Department of
Natural Resources and Parks, Water and Land Resources Division. July 29, 2005.
(https://www.kingcounty.gov/services/environment/water‐and‐land/lakes/swimming‐
beaches/ClosureSummary.aspx)
King County. Web page. Last Updated November 2, 2016. Stream Report for May Creek (Site 0440).
(https://green2.kingcounty.gov/streamsdata/watershedinfo.aspx?Locator=0440)
King County Flood Control District (KCFCD). 2019. Lower Green River Corridor Flood Hazard
Management Plan – Final Scoping Summary Report.
Mauger, G.S., J.S. Won, K. Hegewisch, C. Lynch, R. Lorente Plazas, E. P. Salathé Jr., 2018. New
Projections of Changing Heavy Precipitation in King County. Report prepared for the King
County Department of Natural Resources. Climate Impacts Group, University of Washington,
Seattle.
National Oceanic and Atmospheric Administration (NOAA). 1999a. 71 FR 61022‐ Endangered and
Threatened Species; Threatened Status for Three Chinook Salmon Evolutionarily Significant
Units (ESUs) in Washington and Oregon, and Endangered Status for One Chinook Salmon ESU
in Washington. Federal Register Volume 64, Issue 56 (March 24, 1999). Office of the Federal
Register, National Archives and Records Administration.
https://www.govinfo.gov/content/pkg/FR‐1999‐03‐24/pdf/99‐6815.pdf. Accessed August
2020.
National Oceanic and Atmospheric Administration (NOAA). 2006. 64 FR 14308 ‐ Endangered and
Threatened Species; Revision of Species of Concern List, Candidate Species Definition, and
Candidate Species List. Federal Register Volume 71, Issue 200 (October 17, 2006). Office of
the Federal Register, National Archives and Records Administration.
https://www.govinfo.gov/content/pkg/FR‐2006‐10‐17/pdf/E6‐17249.pdf. Accessed August
2020.
National Oceanic and Atmospheric Administration (NOAA). 2007. 72 FR 26722‐ Endangered and
Threatened Species: Final Listing Determination for Puget Sound Steelhead. Federal Register
Volume 72, Issue 91 (May 11, 2007). Office of the Federal Register, National Archives and
Records Administration. https://www.govinfo.gov/content/pkg/FR‐2007‐05‐11/pdf/E7‐
9089.pdf. Accessed August 2020.
Northwest Hydraulic Consultants, Inc. (NHC). 2005. Hydrologic Analysis for Floodplain Mapping Study
for Springbrook Creek, King County, Washington. Technical memorandum. Prepared for City
of Renton, Washington. October 25, 2005.
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REFERENCES
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Parametrix. 1989. Comprehensive Storm Water Plan, Maplewood Creek Basin Plan. Prepared for City
of Renton, Washington. October 1989.
Parametrix. 2007. Ripley Lane Drainage Improvement Project: Hydrologic Analysis. Technical
memorandum. June 15, 2007.
Parametrix. 2008. Preliminary Draft Shoreline Inventory and Analysis. Prepared for City of Renton.
August 2008.
R. W. Beck, Inc. 1997b. NE 27th Street/Aberdeen Avenue NE Storm System Improvement Project.
Prepared for City of Renton, Washington. September 1997.
R. W. Beck, Inc. 1993. Hydrologic Analysis: Lake Washington Pollution Abatement Project. Prepared
for Herrera Environmental Consultants and City of Renton. October 1993.
R. W. Beck, Inc. 1997a. East Side Green River Watershed Project Plan and Environmental Impact
Statement. Prepared for City of Renton, Washington. September 1997.
R. W. Beck, Inc. 1998. SW 7th Street/Hardie Avenue SW/Lake Avenue S Drainage Investigations.
Prepared for City of Renton, Washington. November 1998.
R. W. Beck, Inc. 2006. Hydraulic Analysis of Springbrook Creek FEMA Remapping Study. Prepared for
City of Renton, Washington. June 2006.
R. W. Beck, Inc. 2007. East Side Green River Watershed Plan, Technical Memorandum Supplement –
Final. Technical memorandum. Prepared for City of Renton, Washington. February 21, 2007.
Renton. 2005. City of Renton Comprehensive Plan. City of Renton, Washington. December 12, 2005
amendment.
Renton. 2006. City of Renton Comprehensive Plan. City of Renton, Washington. November 27, 2006
amendment.
SSOE, Inc. 1992. South Garden Avenue Storm Drain Extension. Prepared for City of Renton,
Washington and PACCAR. February 1992.
SvR Design Company. 1993. Hydraulic Report N.E. 5th Place Storm System Replacement Project.
Prepared for City of Renton and Renton Technical College. November 1993.
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REFERENCES
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U.S. Army Corps of Engineers (USACE). 2019. FACT SHEET – Howard Hanson Dam. United States Army
Corps of Engineers, Seattle District. https://www.nws.usace.army.mil/Media/Fact‐
Sheets/Fact‐Sheet‐Article‐View/Article/483489/fact‐sheet‐howard‐hanson‐dam/
U.S. Army Corps of Engineers (USACE). 2020. Environmental assessment: Elliot rearing/spawning
channel, mitigation for overdredging associated with the Cedar River 205 Flood Control
Project, King County, Washington. United States Army Corps of Engineers, Seattle District.
US Fish and Wildlife Service (USFWS). 1999. 64 FR 58910‐ Endangered and Threatened Wildlife and
Plants; Determination of Threatened Status for Bull Trout in the Coterminous United States.
Federal Register Volume 64, Issue 210 (November 1, 1999). Office of the Federal Register,
National Archives and Records Administration. https://www.govinfo.gov/content/pkg/FR‐
1999‐11‐01/pdf/99‐28295.pdf. Accessed August 2020.
Washington State Department of Ecology (Ecology). 2019. Stormwater Management Manual for
Western Washington. 5 vols. Washington State Department of Ecology.
Washington State Office for Regulatory Innovation and Assistance (ORIA). Web page. 2020.
Regulatory Handbook. (https://apps.oria.wa.gov/permithandbook/ Accessed June 2020).
WRIA 8 Steering Committee. 2002. Lake Washington/Cedar/Sammamish Watershed Near‐Term
Action Agenda for Salmon Conservation. August 2002.
WRIA 8 Steering Committee. 2005. Proposed Lake Washington/Cedar/Sammamish Watershed
Chinook Salmon Conservation Plan. February 25, 2005.
WRIA 8 Steering Committee. 2017. Proposed Lake Washington/Cedar/Sammamish Watershed
Chinook Salmon Conservation Plan Update. September 2017.
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APPENDIX A
ISSUE PAPERS
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CITY OF RENTON COUNCIL AGENDA BILL
Subject/Title:
Residential Plat Stormwater
Management Facility Maintenance
and Operation Policy
Meeting:
Regular Council - 20 Sep 2010
Exhibits:
Issue Paper
Submitting Data: Dept/Div/Board:
Public Works
Staff Contact:
Ron Straka,Surface Water Utility Supervisor, x7248, Steve Lee,
Surface Water Engineer, x7205
Recommended Action:
Refer to Committee of the Whole
Fiscal Impact:
Expenditure Required: $ 715,950/year Transfer Amendment: $
Amount Budgeted: $ Revenue Generated: $
Total Project Budget: $ City Share Total Project: $
SUMMARY OF ACTION:
The City needs to establish a uniform and equitable policy for maintaining stormwater management
facilities in single-family residential plats with public streets. The City currently requires homeowner
associations to own and maintain stormwater flow control and water quality treatment facilities in
single-family residential plats, even though these facilities manage runoff from public streets. However,
when the City annexes areas from King County, the City is required to assume maintenance of
stormwater management facilities in the newly annexed areas because King County owns and
maintains stormwater facilities in plats with public streets. The Surface Water Utility currently
maintains 100 stormwater facilities in plats. There are an additional 213 facilities that are privately
maintained by homeowner associations in single-family residential plats that manage runoff from public
streets. Because these facilities manage runoff from public right-of-way, the City should maintain these
facilities. The proper maintenance of these facilities is also needed to minimize maintenance and
capital improvements costs to the City, to meet regulatory requirements related to the National
Pollution Discharge Elimination System Phase II Municipal Stormwater Permit, to protect public safety,
to prevent damage to property, and to protect environmental resources. Prior to the City assuming
maintenance of existing stormwater facilities, the facilities would need to meet City maintenance
standards. The total additional revenue increase needed to fund the program would be about $13 per
year for a typical homeowner, based upon 2010 Surface Water Utility revenues. That amount could be
reduced if proposed revenue increases are approved as part of the 2011-2012 budget process and if the
Fairwood Annexation is approved.
The hiring of the maintenance staff and budgeting for the purchase and rental of equipment would be
phased in between 2012 and 2013, depending upon how rapidly facilities are transferred from
homeowner associations to the City.
STAFF RECOMMENDATION:
Assume maintenance and operation of all stormwater facilities in single-family residential plats with
public streets.
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New Annexation Staffing and Resources Recommended Guideline
ISSUE:
How should the Surface Water Utility Engineering and Maintenance Staff and
equipment resources be increased to maintain service levels as a result of new service
area annexations into the City?
BACKGROUND:
The Surface Water Utility was created in 1987 as an entity within the Public Works
Department to implement the City’s Surface Water Management (SWM) Program. At
that time, one of the main tasks of the Utility was to improve maintenance of existing
drainage facilities and solve flooding problems in Renton. Over the years the City has
annexed additional area into the City, but the number of maintenance workers and
engineering staff dedicated to maintaining that system has not necessarily increased
proportionately resulting in declining levels of service. Additional drainage infrastructure
and problems gets added to the system as a result of these annexations that needs to be
maintained and solved. The newly annexed areas increase engineering needs including
the following:
customer service for drainage problem response,
utility billing,
storm system mapping,
capital improvement projects,
storm system planning,
NPDES permitting requirements,
technical assistance with other city programs, jurisdictions, and agencies,
and compliance with other regulatory requirements in newly annexed areas.
The Maintenance Section is responsible for the following:
cleaning storm systems,
maintaining facilities,
repairing facilities,
inspecting public systems,
and emergency response to newly annexed areas.
Historically this additional volume of engineering and maintenance work was absorbed
by the City’s existing staff from roughly 1990 to 2007 without significant changes in full
time employees (FTEs). During this time there were a number of small annexations that
increased the City population. The following table shows the history of the City’s
population and FTEs history from 1990 to 2019.
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Surface Water
Utility
(Year)
City Population1 # Engineering
FTEs2
# Maintenance
FTEs2
1990 42,888 4.5 6.2
1991 43,199 4.5 6.2
1992 44,039 4.0 6.2
1993 44,303 5.0 6.2
1994 44,064 5.0 5.2
1995 44,332 5.3 5.2
1996 44,705 5.3 5.2
1997 45,264 5.3 4.7
1998 46,477 5.3 4.7
1999 47,540 5.3 4.7
2000 51,485 5.3 4.7
2001 51,140 5.3 4.7
2002 53,840 5.3 4.7
2003 54,900 5.3 4.7
2004 55,360 5.3 4.7
2005 56,840 5.3 4.7
2006 58,360 5.3 4.7
2007 60,290 5.3 4.7
2008 80,708 8.0 10.2
2009 83,650 8.0 11.2
2010 90,927 8.0 11.2
2011 92,590 8.0 11.2
2012 93,905 10.0 11.2
2013 95,332 8.0 13.2
2014 96,052 8.0 15.2
2015 102,567 9.0 15.2
2016 101,823 9.0 15.2
2017 103,026 9.0 15.91
2018 102,869 9.0 15.91
2019 103,074 9.0 16.24
Notes:
1. Based on US Census supplemented by data from City of Renton for years 1990‐2011; Renton Community
and Economic Development Department, Economic Development Division data for years 2012‐2019.
2. Provided by City of Renton, based on a review of annual reports for 1990‐2011 and based on adopted
budgets for 2012‐2019. FTEs do not reflect position vacancies.
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1$166,218 in 2020 dollars
Consequently, the overall level of service provided by the Utility declined from 1990 to
2007. Because the amount of maintenance and engineering work that can be performed
each year is relatively constant while the volume of infrastructure and stormwater
services needs are increasing, the result is a decreasing level of service for maintaining
the drainage system over time.
In 2008 the City annexed the 4.2 square mile Benson Hill area. At that time the City
performed an analysis to determine the drainage system maintenance requirements for
bringing this area into the City from King County including maintenance of stormwater
facilities in plats that were previously maintained by King County prior to annexation.
This analysis considered the differences in historical maintenance practices between the
City of Renton and King County as well as new maintenance standards needs of the
Department of Ecology’s NPDES Phase II Municipal Stormwater Permit. This analysis
determined that 4 FTE maintenance workers would be needed to perform the required
drainage system maintenance of the 4.2 square mile area, or 0.95 FTEs per square mile.
An analysis for all of the Engineering Section Services to be provided to the Benson Hill
Annexation area was also performed. A total of 2.7 FTEs in the Surface Water Utility
Engineering Section was determined to be needed to serve the Benson Hill Annexation
area or 0.65 FTE per square mile. Note that even though FTEs were increased for the
Benson Hill area, there was no additional increase in the SWU capital spending plan to
fix any aging infrastructure in this newly annexed area. In addition, to maintain the
current level of service FTEs for each one square mile of newly annexed area, an
increase of $110,0001 per square mile is needed to be included in the capital
improvement budget to maintain the current level of service.
To maintain a level of service consistent with what was required for the Benson Hill
annexation it takes approximately 1 new maintenance worker, 0.65 new engineering
worker and $110,0001 included in the capital improvement budget per one square mile
of newly annexed area.
This guideline is intended to be applicable to annexed areas and not to the increase in
infrastructure and service needs due to new construction within existing City limits or
changes in policy regarding assumption of maintenance of facilities in single family plats.
The addition of new infrastructure and increased service needs to new construction
typically requires a different amount of maintenance work than annexed areas with
aging infrastructure. A recommendation to adjust staffing and equipment need to the
growth of infrastructure and service needs due to new construction within existing City
limits is being developed separately.
ASSUMPTIONS:
The primary assumption used in analyzing the proposed New Service Area Maintenance
guideline was using the number of FTE(s) per area of annexation for the Benson Hill
annexation as a basis for measuring the Utility’s FTE level of service. In addition, the
Benson Hill area has had previous equipment evaluations that are used as average cost
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1$166,218 in 2020 dollars
needs per square miles. Equipment needs evaluations should be analyzed separately for
each proposed annexation area.
ESTIMATED COST:
The approximate cost to add each new maintenance worker varies due to type
of work, classification grade levels, and employee’s family dependence. Using
the July 2020 Union and City agreement rates for maintenance worker MWI to
maintenance worker MWIII the average annual mid level cost per employee
ranges from $53,172 to $64,824. Assuming an average benefit multiple of 1.5
for each employee, this would equate to $79,758 to $97,236 respectively or an
average of about $88,500 for 1 FTE per year.
The approximate cost to add each new engineering employee varies due to type
of work, classification grade levels, and employee’s family dependence. Using
July 2020 Union and City agreement rates for engineering specialist ES1 to civil
engineering CEIII the average annual mid level cost per employee ranges from
$64,128 to $95,232. Assuming an average benefit multiple of 1.5 for each
employee, this would equate to $96,192 to $142,848 respectively or an average
about $121,000. At 0.65 FTE, this cost would equal $78,700 per year.
Annexation of the Benson Hill area into the City required an additional
equipment maintenance cost of $242,000 per square mile annexed.
RECOMMENDATION:
The recommended guideline is to increase full time employees (FTEs) and estimated
equipment needs (in dollars per square mile) to the Surface Water Utility when a certain
amount of new area is added to the City through annexations. Based on the analysis
described above, it is recommended that 1.0 FTE be added to the Surface Water Utility
Maintenance Section and 0.65 FTE be added to the Engineering Section, plus and
$110,0001 to the capital improvement budget as resources to the Utility for each square
mile of new area annexed into the City. The FTE needs per square mile is consistent
with previous calculations for the Benson Hill Annexation. Each newly annexed area will
also require equipment needs to be evaluated separately depending on infrastructure
problems in that area. The request for new FTEs and equipment should be approved as
part of the annexation approval if the annexation is sufficiently large enough to warrant
the additional staff (>1.0 FTE) and equipment. Otherwise the smaller annexations will
be added cumulatively and a request for additional staff and equipment will be made as
part of the normal City budget process based upon this guideline. A financial analysis to
evaluate costs to serve and revenues generated from the annexed area would also need
review during annexation.
This guidance will be used by the Surface Water Utility to determine staffing and
equipment resources needed to serve new areas annexed into the City. Actual
equipment needs may vary depending on the equipment and drainage problems in the
annexed area.
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New Construction Infrastructure Staffing Recommended Guideline
ISSUE:
How should the Surface Water Utility Engineering and Maintenance Staff be increased
after a certain amount of new storm system infrastructure is constructed as a result of
new development, re‐development, and new construction?
BACKGROUND:
The Surface Water Utility was created in 1987 to assist in implementing the City’s Surface
Water Management Program (SWM Program). One of the main tasks of the Utility was
to improve maintenance of existing drainage facilities and solve flooding problems in
Renton. Other services the Surface Water Utility Engineering and Maintenance Service
Sections provide are keeping the storm system clean, maintaining records, mapping,
planning, responding to complaints, completing repairs and inspections, detecting and
eliminating spills, managing contracts and programs, designing, permitting, constructing
both minor and major system improvements, technical assistance to internal and
external customers, coordinating with regional partners, and providing emergency
response.
During 1992 the City had approximately 165 miles of storm drain pipe. At that time
there were 6.2 maintenance workers and 4.0 engineering workers providing Surface
Water Utility services. Although these workers maintained a number of different types
of drainage facilities, the miles of storm drain pipe is a simple and reasonable metric
that is representative of the size of the storm system as a whole. Based upon the 1992
data, the level of service provided by the utility was 3.75 maintenance workers per 100
miles of pipe and 2.4 engineering workers per 100 miles of pipe.
Between 1992 and 2007, the construction of new infrastructure has grown, yet the
number of full time Surface Water Utility Engineering and Maintenance employees
remained the same and did not keep pace with the growing infrastructure. In 2007,
the City had staffing levels of 4.7 maintenance workers and 5.3 engineering workers
dedicated to the Surface Water Utility. By the end of 2007, the City’s system had
grown to 233 miles of storm drain pipe. As a result, the level of service provided by
the utility had dropped to 2.0 maintenance and 2.3 engineering workers per 100 miles
of pipe. This means that the Utility was no longer able to achieve the same level of
service that was provided in 1992.
New storm drainage system infrastructure is added to the City’s system within its
current City limits each year. This infill of drainage infrastructure is a result of new
development, redevelopment, street improvement projects, and drainage system
improvement projects. Over time, a significant amount of drainage infrastructure is
added to the system that must be managed by the Utility. Historically this additional
volume of infrastructure and service requirements has been absorbed by a fixed
number of existing maintenance and engineering staff and resources. Therefore the
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level of service that could be provided was fixed while the volume of infrastructure
increased over time resulting in a decreased level of service.
In 2007, the City obtained coverage under the Department of Ecology’s NPDES Phase II
Municipal Stormwater Permit for discharging stormwater from its system to waters of
the State. To be in compliance with this Permit, the City must implement multiple
programs to manage and control stormwater. The program requirements include:
Reporting and Recordkeeping
Stormwater Planning (new in 2019 permit)
Public Education and Outreach
Public Involvement and Participation
Mapping and Documentation
Illicit Discharge Detection and Elimination
Controlling Runoff from New Development, Redevelopment and
Construction Sites
Operations and Maintenance including private facility inspections; and catch
basin or storm system cleaning
Source Control for Existing Development (new in 2019 permit)
And other NPDES requirements as the permit is revised
In order for the City to maintain the level of service that was established in 1992, it is
necessary for the Utility to maintain the minimum level of service of one new
maintenance worker for every 27 miles of storm pipe added and one new engineering
worker when 41 miles of storm pipe are added to the system. It should be understood
that this metric will change over time and will need to be revised periodically depending
on new stormwater regulations. In addition, while the lineal foot of pipe was selected
as the basis for consideration, the City will also need to assess other stormwater
infrastructure increases. For example, there may be a large increase in water quality
treatment facilities as a result of new regulations. These water quality facilities typically
require more intensive maintenance. It is also recommended that while the City focus
on the length of pipe for this guideline, it should also track the maintenance demands of
other facilities such as water quality facilities.
This guideline is intended to be used to maintain the level of service provided by the
Surface Water Utility as the City grows due to new developments and redevelopments
within the existing City limits only. Surface Water Utility staffing and resource needs
due to annexation are being developed separately.
RECOMMENDATION:
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It is recommended that the Surface Water Utility staffing level be increased by one new
maintenance FTE for 27 miles of added storm water pipe and one new engineering FTE
for 41 miles of new storm water pipe added to the system inventory. The request for the
additional staffing due to additional new construction infrastructure would be proposed
and approved as part of the City’s budget process.
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
O SBORN C ONSULTING, I NC.
B ELLEVUE • S EATTLE • S POKANE
APPENDIX B
BASIN REPORT CARDS
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Surface Water Utility
Plan Update Basin Report
Card
Basin: Black River
Total Basin Size
(sq. mi):
20.2
Total Area in
Renton and UGB
(sq. mi):
8.1
WRIA 9 Green/Duwamish
River
Sub-basins in the City of Renton:
• Springbrook Creek (Mill Creek)
• Panther Creek
• South Renton/SW 7th
• Rolling Hills Creek
• Thunder Hills Creek
• Valley
Basin Planning Status:
• Green Duwamish Watershed
Nonpoint Action Plan (King County
1991, updated in 2002)
• Black River Water Quality
Management Plan (Herrera
1993b)
• East Side Green River Watershed
Project Plan and Environmental
Impact Statement (RW Beck
1997a)
• Planned development of ST3
Transit Center (750 Rainier Ave S)
• Plan for Transit Oriented
Development (TOD) subarea
Water Quality Summary:
• Water Quality Index (WQI) in
Springbrook Creek system scored
2 out of 100 (2006).
• 303(d) list for water quality
impairments for bioassessment,
temperature, bacteria, and
dissolved oxygen.
Fish Habitat Status:
• Juvenile coho, chum, winter
steelhead, and cutthroat have
been noted through the basin
(Harza 1995).
• Adult chinook were observed
spawning in Upper Springbrook
Creek in 2011.
Black River Basin
(close-up within
Renton)
Black River
Basin
Renton City Limit
Renton City Limit
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Beneficial Uses:
• Viewing • Wildlife • Fisheries
Basin Issues/Concerns:
• System capacity issues, low gradient, and upstream erosion and subsequent downstream
sedimentation has resulted in flooding in multiple locations.
• System upgrades needed to replace deteriorating pipes in some locations.
• Rainier Pump Station/Oakesdale Pump Station upgrades are needed to ensure systems function
during flood events.
• Historically poor water quality conditions in Springbrook Creek.
Basin Hydrology (RW Beck 2007 and Gray & Osborne 2003)):
Subbasin Name
Source
(& basis for
existing land
use)
2-Year
Peak Flows
10-Year
Peak Flows
25-Year
Peak Flows1
100-Year
Peak Flows1
2003 /
2007 Future 2003 /
2007 Future 2003 /
2007 Future 2003 /
2007 Future
South Renton
(SW 7th System)
Gray &
Osborne
(2003)
2 122 2 165 2 1856 2 213
Springbrook Creek
(at BRPS) 3
ESGRWP
(2007)
457 756 931 1053 12764 1251 1197 1343
Panther (at
SW 23rd St.) 3
ESGRWP
(2007)
67 119 130 149 152 174 197 226
Rolling Hills (at
I-405) 3
ESGRWP
(2007)
5 5 148 1974 1994 186 261 330
Valley Subbasin
(Springbrook
Creek at SW 23rd
St.)
ESGRWP
(2007)
365 612 769 845 900 1003 1013 1139
1. These flows reflect a future “conveyance” event. There is also a “storage” event that reflects pumping limitations on the BRPS. For more
information, see ESGRWP Supplement (R. W. Beck, 2007).
2. Flows were estimated for future conditions only.
3. Flows are based on frequency analysis performed on Springbrook Creek at the BRPS. Individual frequency analyses have not been done.
4. Flows are higher because this event coincides with high flows in the Green, forcing BRPS to operate at a reduced rate, and thus affecting the
peak rate.
5. Peak flows for the 2-year recurrence interval were not available.
6. A subsequent report prepared by GHD modeled the 25-year future condition flow at 175.0 (Scenario 2A).
Source: ESGRWP Supplement (R. W. Beck, 2007) and SW 7th Street Storm Drainage Improvement Project (Gray & Osborne, 2003)
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Surface Water Utility
Plan Update Basin
Report Card
Basin: Lower Cedar
River
Total Basin Size
(sq. mi):
25.3
Total Area in
Renton and UGB
(sq. mi):
7.52
WRIA 8 Cedar River/Lake
Washington
Sub-basins in the City of Renton:
• Tiffany/Ginger Creek
• Maplewood Creek
• Molasses Creek
• Madsen Creek
• Orting Hills
• Summerfield Creek
Basin Planning Status:
• Lake WA/Cedar/Sammamish
Watershed Chinook Samon
Conservation Plan (WRIA 8
Steering Committee 2005)
• Cedar River Basin Plan (King
County 1995b)
• Cedar River Current and Future
Conditions Report (King County
1993)
• Maplewood Creek Basin Plan
(Parametrix 1989)
• Future one-story redevelopment
project at former Bryant Motors
property (1300 Bronson Way N)
• Future mixed use development at
the Old City Hall (200 Mill Ave S.)
Water Quality Summary:
• Water Quality Index (WQI) near
mouth scored 75 out of 100 (2006)
• 303(d) list for water quality
impairments for temperature, pH,
and dissolved oxygen.
Fish Habitat Status:
• Lower Cedar River mainstem
provides spawning habitat for
chinook, coho, kokanee, and
sockeye salmon and steelhead,
bull, and cutthroat trout.
Lower Cedar
River Basin
(close-up
within
Lower Cedar
River Basin
Renton
City Limit
Renton City Limit
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Beneficial Uses:
• Viewing • Boating • Swimming
• Fisheries • Wildlife
Basin Issues/Concerns:
• Major flooding in lower Cedar River, partly due to sediment accumulation.
• System capacity, flooding, and erosion issues in Maplewood Creek.
• Sedimentation, erosion, and flooding in Madsen Creek.
• Fish passage in vicinity of Fairwood golf course on Madsen creek tributary.
• Habitat protection and restoration along lower Cedar River.
Basin Hydrology (King County 1993):
Subbasin Name
2-Year
Peak Flows
10-Year
Peak Flows
25-Year
Peak Flows
100-Year
Peak Flows
1993 Future1 1993 Future1 1993 Future1 1993 Future1
Lower Basin (Outfall)2 N/A 5,940 N/A N/A N/A 12,000 N/A
Tiffany/Ginger Creek3 63 69 101 111 121 134 152 172
Maplewood3 59 132 104 207 135 257 197 349
Molasses3 96 130 153 200 180 238 220 299
Summerfield3 4 7 7 10 8 13 9 16
Orting Hill3 54 88 93 136 114 160 147 195
Madsen3 138 156 217 251 262 302 331 382
1. Future condition flows were predicted in 1993 assuming no regulatory stormwater runoff controls such as retention/detention and
infiltration systems for new development.
2. Flows calculated by King County in March 2000 with HEC-RAS
3. Flows calculated using HSPF
Source: Cedar River Current and Future Conditions Report (King County, 1993).
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Surface Water Utility
Plan Update Basin
Report Card
Basin: East Lake
Washington
Total Basin Size
(sq. mi):
4.4
Total Area in
Renton and UGB
(sq. mi):
2.9
WRIA 8 Cedar River/Lake
Washington
Sub-basins in the City of Renton:
• John’s Creek
• Kennydale Creek
Basin Planning Status:
• Lake WA/Cedar/Sammamish
Watershed Chinook Samon
Conservation Plan (WRIA 8
Steering Committee 2005)
• Renton/Lake Washington Pollution
Abatement Program (RW Beck,
1993, Herrera 1993, and Herrera
1994).
• Cedar River Current and Future
Conditions Report (King County
1993)
• Maplewood Creek Basin Plan
(Parametrix 1989)
• Planned development on vacant
commercial land at 745 Park Ave
N.
• Two future mixed-use projects at
Sunset Terrace
• Potential development of assisted
living facilities near the VMAC
Water Quality Summary:
• 303(d) list for bacteria at Gene
Coulon Park on Lake Washington.
Fish Habitat Status:
• Reduction in natural shoreline
vegetation, woody debris, and
cover for fish.
• Docks, piers, and other floating
structures provide habitat for non-
native predatory species that put
pressure on juvenile salmonid
populations.
East Lake
Washington Basin
Renton City Limit
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Beneficial Uses:
• Viewing • Boating • Swimming
• Fisheries • Wildlife
Basin Issues/Concerns:
• Bank armoring along shoreline has reduced shallow water habitat in Lake.
• Poor sediment quality due to legacy pollutants and transported material from upstream to Lake
Washington influences lake ecology.
• Sedimentation, erosion, and flooding in John’s Creek surface and stormwater system.
• Flooding, capacity, and system layout issues in Kennydale area.
• Localized flooding in multiple locations due to culvert, ditch, and pipe capacity issues and
sedimentation.
Basin Hydrology (HDR 1995 [South Kennydale], Parametrix 2007 [Gypsy/SE 44thStreet Exit], and BHC
2007 [John’s Creek]):
Subbasin Name
2-Year Peak
Flows
10-Year Peak
Flows
25-Year Peak
Flows
100-Year Peak
Flows
1995 Future1 1995 Future1 1995 Future1 1995 Future1
South Kennydale 1 0.3 1.2 .9 2 1.2 2.5 1.7 3
South Kennydale 2 3.7 4.1 6.6 7.2 8.4 9 10.2 10.8
South Kennydale 3 5.0 8.6 9.9 14.5 13 17.9 16.2 21.4
South Kennydale 4 6.4 15.5 14.6 27.7 20.3 35.2 26.5 43.1
West Kennydale 29.8 Same 60.6 Same 79.0 Same 97.8 Same
1. Future condition flows were predicted in 1995 assuming no regulatory stormwater runoff controls such as retention/ detention and infiltration
systems for new development. Therefore, these future condition predictions are likely overstated.
Source: (HDR 1995)
Subbasin
Name
25-Year Peak
Flows
100-Year Peak
Flows
Existing
(2005) Future
Existing
(2005) Future
Gypsy (SE 44th
St Exit)1
— 159.5 145.4 198.2
1. From Ripley Lane Drainage Improvement Project (Parametrix,
2007); values determined using Stormshed.
Outfall Name
25-Year
Peak
Flows
100-Year
Peak Flows
Johns Creek (at upstream Outfall) 4.0 4.3
North 6th Street Outfall to Cedar
River 5.0 5.0
Logan Ave Outfall to Cedar River 24.4 28.2
Cedar River Park Outfall to Lake
Washington 75.2 86.6
Source: South Lake Washington Roadway Improvement Drainage Report
(BHC, 2007)
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Surface Water Utility
Plan Update Basin
Report Card
Basin: West Lake
Washington
Total Basin Size
(sq. mi):
16.5
Total Area in
Renton and UGB
(sq. mi):
0.5
WRIA 8 Cedar River/Lake
Washington
Sub-basins in the City of Renton:
• West Hill
Basin Planning Status:
• Renton/Lake Washington Pollution
Abatement Program (RW Beck,
1993, Herrera 1993, and Herrera
1994).
Water Quality Summary:
• No data.
Fish Habitat Status:
• No data.
Beneficial Uses:
• Viewing • Boating • Swimming
• Fisheries • Wildlife
Basin Issues/Concerns:
• Highly urbanized, water quality concerns.
Basin Hydrology (HDR 1995):
Subbasin
Name
1993
2-Year
Peak Flows
10-Year
Peak Flows
25-Year
Peak Flows
100-Year
Peak Flows
West Hill 84 155 196 240
West Lake
Washington Basin
Renton City Limit
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Surface Water Utility Plan
Update Basin Report Card
Basin: May
Creek
Total Basin Size
(sq. mi):
13.8
Total Area in
Renton and UGB
(sq. mi):
3.71
WRIA 8 Cedar River/Lake
Washington
Sub-basins in the City of Renton:
• Honey Creek
• Gypsy Creek
• Greenes Creek
Basin Planning Status:
• May Creek Current and
Future Conditions Report
(King County 1995a)
• May Creek Basin Action Plan
(King County 2001)
Water Quality Summary:
• Water Quality Index (WQI)
score 61 out of 100 (2017)
• 1979 – 2004 Trend Analysis
(King County 2014)
Temperature, conductivity,
ammonia nitrogen increased.
Total suspended solids (TSS),
nutrients, pH decreased.
Fish Habitat Status:
• Habitat elements that
support coho and sockeye
salmon, sea-run cutthroat
trout, steelhead, and
rainbow trout.
• Spawning habitat at
confluences between
tributaries and mainstem.
• Habitat complexity lacking
large woody debris (King
County 2001).
May Creek Basin (close-up within Renton)
May Creek Basin
Renton City Limit
Renton City Limit
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Beneficial Uses:
• Viewing
• Fisheries
• Wildlife
Basin Issues:
• Erosion from outfalls entering May Creek (NE 36th Street) and Honey Creek (various locations).
• System capacity (ditches and pipes) in vicinity of NE Sunset Boulevard.
• Landslides and localized erosion along May and Honey creeks in several locations (King County,
2001)
Basin Hydrology (King County 1995a):
Tributary Name
2-Year
Peak Flows
10-Year
Peak Flows
25-Year
Peak Flows
100-Year
Peak Flows
1995 Future1 1995 Future1 1995 Future1 1995 Future1
Lower May Creek 341 452 556 706 666 845 835 1069
Honey Creek 63 81 85 101 95 110 109 123
Gypsy Creek 16 25 25 39 30 47 38 60
1. Future condition flows were predicted in 1995 assuming no regulatory stormwater runoff controls such as retention/detention and infiltration
systems for new development. Therefore, these future condition predictions are likely overstated.
Source: May Creek Current and Future Conditions Report (King County 1995a)
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Surface Water Utility
Plan Update Basin
Report Card
Basin: Soos Creek
Total Basin Size
(sq. mi):
12.3
Total Area in
Renton and UGB
(sq. mi):
1.5
WRIA 9 Green/Duwamish
River
Sub-basins in the City of Renton:
• None
Basin Planning Status:
• Habitat Limiting Factors and
Reconnaissance Assessment
Report (King County 2000)
• Soos Creek Basin Plan (King County
1992)
Water Quality Summary:
• 303(d) list for water quality
impairments for bacteria and
dissolved oxygen downstream of
Renton.
Fish Habitat Status:
• Lack of large woody debris in Soos
Creek basin system.
• Degraded salmon habitat due to
channel incision and excessive
sedimentation..
Beneficial Uses:
• Viewing • Wildlife • Fisheries
Basin Issues/Concerns:
• Water quality issues in the watershed. Unknown water quality problems in Renton portion.
• Habitat degradation in downstream watershed outside City limits.
Soos Creek
Basin (close-up
within Renton)
Soos Creek Basin
Renton City Limit
Renton City Limit
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
O SBORN C ONSULTING, I NC.
B ELLEVUE • S EATTLE • S POKANE
APPENDIX C
COST ESTIMATES
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Appendix C
Cost Estimates
Cost estimates were developed a number of ways including; prior studies, City input,
and previous cost estimates developed for the 2009 plan based on field reconnaissance
of problem areas. For the projects where planning-level cost estimates were available
in 2007, or if project costs were previously developed in an earlier study or design
project, those costs were escalated to 2007 dollars using a yearly inflation factor of 2.5
percent. Because of the economic downturn, the cost using 2007 dollars was not
changed and assumed to be equivalent to 2012 dollars. Costs were escalated from
2012 to 2020 dollars using a yearly inflation factor of 3.5%.
This appendix is organized as follows:
Appendix C-1 lists all flooding problems and identifies whether the project has
cost backup and whether the backup is in Appendix C-2 or Appendix C-3. Projects
are organized by basin. In some cases, cost estimates were provided by the City
and there is no backup available.
Appendix C-2 includes the projects where project costs were developed in prior
studies. This table lists the study or report that contains the estimate, the year of
the estimate, and the inflated cost.
Appendix C-3 includes projects where there is detailed backup. Note that
although detailed spreadsheets were prepared for these projects, several project
estimates were based upon field reconnaissance only without any engineering
analysis and therefore costs should be considered conceptual. Projects that have
been removed by the City for the 2020 update have been crossed out, and costs for
the remaining projects have been escalated to 2020 dollars.
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Previous GIS ID #
(2009 Appendix)
Current GIS ID #
(in Word Ch6, 2012 & 2020)PROJECT NAME APPROXIMATE LOCATION
ESTIMATED COST
(2020 escalated costs)Backup Source Explanation (if No Backup)
42 411
May Creek Outfall @ NE
36th Street
NE 36th Street Outfall to May Creek (near
Lincoln Avenue NE)$658,000 (No Backup)
No backup needed; cost estimate provided by City and based on
comparable outfall project by city.
40 421
May Creek Outfall @ NE
30th Street Outfall at NE 30th Street into May Creek $658,000 (No Backup)
No backup needed; cost estimate provided by City and based on
comparable outfall project by city.
41 431
Honey Creek Outfalls
Plan
Honey Creek Slope Outfalls (Various
Locations)$263,000 (No Backup)
No backup needed; cost estimate provided by City and based on
comparable outfall project by city.
103 456
NE Sunset Blvd at Union
Avenue NE
NE Sunset Boulevard (Union Avenue NE to
Duvall)$2,250,000 (No Backup)No backup needed; cost estimate provided by City in 6-year CIP.
Previous GIS ID #
(2009 Appendix)
Current GIS ID #
(in Word Ch6, 2012 & 2020)PROJECT NAME APPROXIMATE LOCATION
ESTIMATED COST
(2020 escalated costs)Backup Source Explanation (if No Backup)
1 506
John's Creek Culverts
Sediment Cleaning
John's Creek Sediment (Park Avenue / Lake
Washington Boulevard)$165,000 Appendix C-2 -
152 511
John’s Creek Outfall
Culvert Crossings Located at entrance to Gene Coulon Park $1,200,000 (No Backup)Cost estimate provided by City via July 22, 2009 Steve Lee email.
2 516
South Lake Washington
Roadway Improvement
Outfall to John's Creek
Pipe Replacement Project from the Landing
Project to John's Creek Outfall $988,000 Appendix C-3 -
151 521
Johns Creek Outfall - NE
8th Street to Houser Way
N.
NE 8th Street to Houser Way N. (I-405 to
Johns Creek Outfall)$1,450,000 Appendix C-3 -
74 531
Kennydale Master
Drainage Plan
Kennydale Master Drainage Plan (Example:
N 30th Street and Burnett Avenue N.)$395,000 Appendix C-3 -
155 541
East Lake Washington
Blvd and NE 28th Street
Drainage
East Lake Washington Blvd and NE 28th
Street $329,000 Appendix C-3 -
157 546
Meadow Avenue North
Culvert on Kennydale
Creek
Kennydale Creek Culvert Crossings (at
Meadow Avenue N. & N. 28th Street),
(Jones Avenue NE Culvert Crossing)$2,630,000 Appendix C-3 -
158 551
Jones Avenue NE and
NE 20th Street
Blueberry Farm at NE 20th Street and west
of Aberdeen $336,000 Appendix C-3 -
156 566
Jones Ave NE/ NE 43rd
Street Culvert and Storm
System Improvements Jones Avenue NE and NE 43rd Street $922,000 (No Backup)Cost estimate provided by City via July 22, 2009 Steve Lee email.
70 571
Lincoln Avenue NE
Culvert Improvements Lincoln Avenue NE and NE 43rd Place $198,000 (No Backup)Cost estimate provided by City via July 22, 2009 Steve Lee email.
Previous GIS ID #
(2009 Appendix)
Current GIS ID #
(in Word Ch6, 2012 & 2020)PROJECT NAME APPROXIMATE LOCATION
ESTIMATED COST
(2020 escalated costs)Backup Source Explanation (if No Backup)
94 621
Black River Box Culvert
Maintenance Black River Box Culvert - Major Maintenance $1,320,000 (No Backup)
No backup needed; cost estimate is provided by City, and based
upon possibility of contaminated soils.
Previous GIS ID #
(2009 Appendix)
Current GIS ID #
(in Word Ch6, 2012 & 2020)PROJECT NAME APPROXIMATE LOCATION
ESTIMATED COST
(2020 escalated costs)Backup Source Explanation (if No Backup)
202 101
Cedar River Gravel
Removal Project
Lower Cedar River Sediment Management
Project - (From Williams Avenue Bridge to
N. Boeing Bridge) $14,966,000 (No Backup)No backup needed; cost estimate provided by City in 6-year CIP.
132 111
Monroe Avenue NE and
NE 2nd Street Monroe Avenue NE and NE 2nd Street $6,350,000 (No Backup)No backup needed; cost estimate provided by City in 6-year CIP.
55 116
Ginger Creek/Cascade
Park Basin Plan
SE 162nd Street to Cedar River Pipeline
(Cascade Park) (Tiffany Park Culvert)$350,000 (No Backup)No backup needed; cost estimate provided by City in 6-year CIP.
117 121
Lower Maplewood
Conveyance
Improvements
Lower Maplewood Creek (Behind
Maplewood Glen and north of Maple Valley
Highway)$557,000 Appendix C-2 -
105 146
NE 4th Street Crossing
at Maplewood Creek
Study
NE 4th Street Culvert Crossings (@ Union
Avenue NE, East of Duvall, 5400 Block of
NE 4th Street) - (Headwaters of Maplewood
Creek)$336,000 Appendix C-3 -
118 151
East Fork Maplewood
Creek at NE 2nd Street
Along NE 2nd and between 10th Place SE
and 142nd Avenue SE $421,000 (No Backup)City Estimate Provided
100K 156
Maplewood Creek Basin
Improvements
Maplewood Creek Basin Improvements
(From Heather Downs to Sediment Basin)$1,030,000 Appendix C-2 -
302 & 187 302 and 187
Madsen Creek
Sedimentation Basin
Cleaning
Madsen Creek (upstream of Renton-Maple
Valley Road)$926,000 (No Backup)No backup needed; cost estimate provided by City in 6-year CIP.
210 187 and 302
Madsen Creek
Improvement Project
Lower Madsen Creek Reach (Madsen Creek
Sedimentation Basin to the Cedar River)$1,221,000 (No Backup)No backup needed; cost estimate provided by City in 6-year CIP.
303 303
Maplewood Creek
Sediment Facility
Maintenance
Maplewood Creek Sedimentation Facility
Maintenance $1,233,000 (No Backup)No backup needed; cost estimate provided by City in 6-year CIP.
299
Downtown Storm System
Improvements
Along S 2nd Street, S 3rd Street and their
cross streets between Rainier Ave S and
Mills Ave S.$6,917,000 (No Backup)No backup needed; cost estimate provided by City in 6-year CIP.
Previous GIS ID #
(2009 Appendix)
Current GIS ID #
(in Word Ch6, 2012 & 2020)PROJECT NAME APPROXIMATE LOCATION
ESTIMATED COST
(2020 escalated costs)Backup Source Explanation (if No Backup)
207
&138 211 and 215
Hardie Avenue S
Underpass and SW 7th
Storm System
Improvements
SW 7th Street (from Powell to Naches Ave
SW, or along Naches Avenue via SW 7th
Street)$9,208,000 (No Backup)No backup needed; cost estimate provided by City in 6-year CIP.
208 213
SW 4th Place and Maple
Avenue SW Drainage
Analysis SW 4th Place and Maple Avenue SW $395,000 Appendix C-3 -
50 217
Rainier Pump Station
Pump Station Upgrades. Rainier Pump Station $700,000 (No Backup)
No backup needed; cost estimate provided by City, done in-house
with manufacturer.
139 231
North Talbot Hill
Drainage Improvements
North Talbot Hill Drainage System (Lake
Avenue S, S 19th Street, Davis Avenue S
and Shattuck Avenue S.) $1,210,000 Appendix C-3 -
64 234
Puget Drive South and
Benson Road Outfalls
Study
Puget Drive South and Benson Road:
Various Outfalls $198,000 (No Backup)
No backup needed; cost estimate provided by City, based on
historical experience
-237
Talbot Road Culvert
Improvements
Talbot Road between Grady Way and I-405
near southwest corner of Sam’s Club $527,000 (No Backup)Estimate Provided by City of Renton
65 240
Puget Drive SE at Rolling
Hills Avenue Culvert
Crossing
Puget Drive SE (between Rolling Hills Ave
SE)$388,000 Appendix C-3 -
-245
SW 23rd Street Drainage
and Fish Passage
Improvements
SW 23rd Street between SR-167 and
Springbrook Creek $1,780,000 (No Backup)No backup needed; cost estimate provided by City in 6-year CIP.
204 251
Springbrook Creek Old
Bridge Removal at SW
27th Street
Springbrook Creek and Removal of Old
Bridge North of SW 27th Street $105,000 Appendix C-3 -
APPENDIX C-1 FLOODING COST ESTIMATES BACKUP SOURCE SUMMARY
Table 6-3a MAY CREEK BASIN : FLOODING PROBLEMS
Table 6-3b EAST LAKE WASHINGTON BASIN : FLOODING PROBLEMS
Table 6-3c West LAKE WASHINGTON BASIN : FLOODING PROBLEMS
Table 6-3d CEDAR RIVER BASIN: FLOODING PROBLEMS
Table 6-3e BLACK RIVER: FLOODING PROBLEMS
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
134 256
East Valley Road Storm
System Improvements
East Valley Road Between SW 29th Street
and SW 23rd Street $550,000 (No Backup)No backup needed; cost estimate provided by City in 6-year CIP.
Previous GIS ID #
(2009 Appendix)
Current GIS ID #
(in Word Ch6, 2012 & 2020)PROJECT NAME APPROXIMATE LOCATION
ESTIMATED COST
(2020 escalated costs)Backup Source Explanation (if No Backup)
99 263
Shattuck Avenue South
and S 37th Street Outfall
Shattuck Avenue S and S 37th Street Outfall
(Runoff from Talbot Road S.)$101,000 Appendix C-3 -
62 265
Talbot Road South
Drainage Study
Talbot Road South drainage problems (at S.
37th Street and Talbot Creek Drive South)$198,000 (No Backup)
No backup needed; cost estimate provided by City, based on
historical experience
187 269
Talbot Road South @
Panther Creek Outfall Talbot Road S. (Panther Creek Culverts)$790,000 Appendix C-3 -
205 271
Springbrook Creek
Wetland and Habitat
Mitigation Bank
Springbrook Creek Wetland (Springbrook
Creek Wetland and Habitat Mitigation Bank)$922,000 (No Backup)No backup needed; cost estimate provided by City in 6-year CIP.
92 275
Oakesdale Avenue / SW
41st Street Culvert
Replacement
Oakesdale Avenue SW and SW 41st Street
(Culvert Replacement)$1,710,000 Appendix C-2 -
135 and 209 279 and 281
SW 43rd Street Storm
Improvements SW 43rd Street and Lind Ave $4,000,000 (No Backup)No backup needed; cost estimate provided by City in 6-year CIP.
-282
S 178th Street Drainage
Connection
S 178th Street storm drain system north of
S Carr Road $362,000 (No Backup)Estimate Provided by City of Renton
213 285
SE 190th Street
Drainage Improvement SE 190th Street (near 103rd Place SE)$108,000 Appendix C-3 -
-287
S. 55th Street and Talbot
Rd. S. Drainage
Improvement Project S. 55th Street and Talbot Rd. S.$120,000 (No Backup)Estimate Provided by City of Renton
TBD 998
Wells Ave S Drainage
Improvement Project
Mid block of Wells Ave S between Houser
Way S and S 4th St $300,000 (No Backup)Estimate Provided by City of Renton
299
Downtown Storm System
Improvements
Along S 2nd Street, S 3rd Street and their
cross streets between Rainier Ave S and
Mills Ave S.
See Cost in Cedar River
Basin (No Backup)No backup needed; cost estimate provided by City in 6-year CIP.
Previous GIS ID #
(2009 Appendix)
Current GIS ID #
(in Word Ch6, 2012 & 2020)PROJECT NAME APPROXIMATE LOCATION
ESTIMATED COST
(2020 escalated costs)Backup Source Explanation (if No Backup)
-185
SE 172nd St & 125th Ave
SE Green Stormwater
Infrastructure Design
Project
Half a block of 122nd Ave SE, 123rd Ave
SE, 124th Ave SE and 125th Ave SE, north
of SE 172nd St, and two blocks of SE 172nd
st.Mid block of 125th Ave SE between SE
168th St. and SE 172nd St.$3,476,000 (No Backup)No backup needed; cost estimate provided by City in 6-year CIP.
Previous GIS ID #
(2009 Appendix)
Current GIS ID #
(in Word Ch6, 2012 & 2020)PROJECT NAME APPROXIMATE LOCATION
ESTIMATED COST
(2020 escalated costs)Backup Source Explanation (if No Backup)
Various Locations Various Locations
Miscellaneous and
Emergency Storm
Projects $527,000 (No Backup)No backup needed; cost estimate provided by City in 6-year CIP.
-238 16501 Benson Rd S 16501 Benson Rd S $66,000 (No Backup)Estimate Provided by City of Renton
-268
Talbot Rd S and S 34th
Pl Stormline Repair
Project 3400 block of Talbot Rd. S.$204,000 (No Backup)Estimate Provided by City of Renton
-555
Sunset Blvd N/Aberdeen
Ave NE /NE 10th St.
Storm Repair Project
Sunset Blvd NE and NE 10th St intersection
with NE 10th St.$198,000 (No Backup)Estimate Provided by City of Renton
-999
SE 182nd St Storm
System From 114th Ave SE to 112th Ave SE $300,000 (No Backup)Estimate Provided by City of Renton
Assumption
$61,246,000
Table 6-3f Soos Creek: FLOODING PROBLEMS
Table 6-3g CITYWIDE SMALL DRAINAGE PROBLEM PROJECTS: FLOODING PROBLEMS
Assumes cost escalate equals to 3.5% per year from 2009 to 2020
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Previous GIS ID #
(2009 Appendix)
Current GIS ID #
(in Word Ch6, 2012 & 2020)Project Name LOCATION BASIN NAME 1995 PS-#
1995 Project
ID or other
Data Source
Cost from Previous
Source
Year of Previous
Cost
2020 Escalated
Cost
1 506 John's Creek Culverts
Sediment Cleaning
John's Creek Sediment (Park
Avenue / Lake Washington
Boulevard)
EAST LAKE WASH (South)2007 City CIP $ 125,000 2007 CIP $165,000
117 121
Lower Maplewood
Conveyance
Improvements
Lower Maplewood Creek
(Behind Maplewood Glen and
north of Maple Valley Highway)
CEDAR RIVER PS-15
City 1995
Comprehensiv
e Plan
$ 325,000 1995 $557,000
100K 156 Maplewood Creek Basin
Improvements
Maplewood Creek Basin
Improvements (From Heather
Downs to Sediment Basin)
CEDAR RIVER City 2007 CIP $ 850,000 2007-2012 CIP $1,030,000
92 275
Oakesdale Avenue / SW
41st Street Culvert
Replacement
Oakesdale Avenue SW and
SW 41st Street (Culvert
Replacement)
BLACK RIVER PS-36 EGRWP, 1997 $ 1,035,000 1997 $1,710,000
APPENDIX C-2 FLOOD PROTECTION PROJECTS
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:BASIN:East Lake WashingtonBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/8/2009DATE:Material Description Unit2008 Unit cost Quantity Amount Comment48" DIA. HDPE PIPE; CB TYPE 2 72" PER 150 LF LF $159 500 80,000$ 48" DIA. HDPE PIPE; BORING; CB TYPE 2 72" PER 150 LF LF $1,543 500 770,000$ JACKING AND RECEIVING PITS EA $45,795 2 92,000$ INCIDENTALS LS 83,000$ 1 83,000$ SUBTOTAL1,025,000$ OTHER ITEMS AND CONTINGENCY50%512,500$ Construction Subtotal 1,537,500$ ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING30%461,250$ Project Subtotal 1,998,750$ Project Subtotal (Rounded)2,000,000$ Total Estimated Project Cost (Rounded)Estimate based on 6/3/09 conference call with Steve Lee2008 Dollars2,000,000$ #157 Kennydale Creek at Meadow Avenue North Culvert - Preliminary Study, Design, & Construction3 Detailed Cost Estimates.xls [#157]Page 1 of 27Printed: 11/3/2009APPENDIX C-3PROJECT (2020):#546 Meadow AvenueNorth Culvert on Kennydale Creek$ 2,630,000Total Escalated Project Cost (Rounded)2020 DollarsDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#158 Blueberry Farm at Jones Ave NE and NE 20th StreetBASIN:East Lake WashingtonBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/8/2009DATE:Material Description Unit2008 Unit cost Quantity Amount Comment24" DIA. HDPE PIPE; CB TYPE 2 48" PER 150 LF; PVMT RESTOR LF $145 900 130,000$ SUBTOTAL130,000$ OTHER ITEMS AND CONTINGENCY50%65,000$ Construction Subtotal195,000$ ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING30%58,500$ Project Subtotal 253,500$ Project Subtotal (Rounded)253,500$ Total Estimated Project Cost (Rounded)Estimate based on 6/3/09 conference call with Steve Lee2008 Dollars255,000$ 3 Detailed Cost Estimates.xls [#158]Page 2 of 27Printed: 11/3/2009APPENDIX C-3PROJECT (2020): #551 JonesAvenue NE and NE 20th Street$ 336,000Total Escalated Project Cost (Rounded)2020 DollarsDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#74 Kennydale Master Drainage Plan (MDP)BASIN:East Lake WashingtonBY: Brian BlacketerCHECKED BY: D. PacanovskyDATE:2/12/2007DATE:2/15/2007Material Description Unit2007 Unit cost Quantity Amount CommentEnlarge Existing BioswaleENGINEERING LS $270,0001270,000$ Step 1SURVEY LS $30,000130,000$ Subtotal 300,000$ Project Subtotal (Rounded)300,000$ Total Estimated Project Cost (Rounded)2007 Dollars300,000$ 3 Detailed Cost Estimates.xls [#74]Page 3 of 27Printed: 11/3/2009APPENDIX C-3PROJECT (2020): #531 Kennydale Master Drainage Plan$ 395,000Total Escalated Project Cost (Rounded)2020 DollarsDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#155 East Lake Washington Blvd and NE 28th Street Drainage Master Drainage PlanBASIN:East Lake WashingtonBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/8/2009DATE:Material Description Unit2007 Unit cost Quantity Amount CommentENGINEERING/OTHER LS $250,0001250,000$ Subtotal 250,000$ Project Subtotal (Rounded)250,000$ Total Estimated Project Cost (Rounded)2007 Dollars250,000$ 3 Detailed Cost Estimates.xls [#155]Page 4 of 27Printed: 11/3/2009APPENDIX C-3PROJECT (2020): #541 East Lake WashingtonBlvd and NE 28th Street Drainage$ 329,000Total Escalated Project Cost (Rounded)2020 DollarsDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:BASIN:East Lake WashingtonBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/18/2009DATE:Material DescriptionUnit2009 Unit cost Quantity Amount Comments36" Storm Pipe LF$120.00 67080,000$ CB Type II-54"EA$3,780830,000$ Curb and gutter, cement and concreteLF$22.00 58513,000$ Sidewalk (Pourous Concrete)SY$105 32734,000$ Assuming 75% markup for porous, based off Sedro Woolley 2006 projectSidewalk Ramps - ADAEA$1,56046,200$ Assuming 24 SY per rampSod ReplacementSF1.20$ 1020012,000$ Assuming 680' X 15'W sod replacementDitch hydroseedSF$0.75 22501,700$ Assuming 15' wide ditchDitch excavationCY$25.00 40010,000$ Assuming 30" avg depth48" Culvert ImprovementEA$12,937.50113,000$ Assuming 90 LF48" dia PVC + 25%Detention VaultEA $135,000.001 140,000$ Assuming $1M/ac-ft of detention, 0.5 ac, 3" runoffWater Quality VaultEA$55,000.00155,000$ Assuming StormFilter-type cartridge systemDecorative CrossingsEA2,000.00$ 24,000$ Revise sewer crossings, 36" CPLF115.00$ 14016,000$ Revise sewer crossings, 60" dia MHEA2,000.00$ 48,000$ Miscellaneous other items (Fiber Optic Reroute, Power Poles, and Gas Crossings)EA80,000.00$ 180,000$ SUBTOTAL502,900$ Easement Re-linquish and AcquisitionEA20,000.00$ 120,000$ TESC, Dewatering, Baker Tank (2 weeks), Traffic Control Plan10%50,290$ Miscellaneous minor city utility relocationEA35,000.00$ 135,000$ OTHER ITEMS (Mob/Demob) AND CONTINGENCY30%150,870$ Construction Subtotal 759,060$ ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING25%189,765$ Project Subtotal 948,825$ Project Subtotal (Rounded) 950,000$ Total Estimated Project Cost (Rounded)Assuming franchise agreement for all private utilities including Qwest, gas, fiber-optic, power, etc. Misc. city utilities include water main, lighting conduits2008 Dollars950,000$ #153 Exit 7 - Lake Washington Boulevard Storm System Improvement Project (Hawks Landing)3 Detailed Cost Estimates.xls [#153]Page 5 of 27Printed: 11/3/2009APPENDIX C-3Project RemovedDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#145 Denny's Restaurant - Preliminary StudyBASIN:East Lake WashingtonBY: Brian BlacketerCHECKED BY: D. PacanovskyDATE:2/12/2007DATE:2/15/2007Material Description Unit 2007 Unit cost Quantity Amount CommentENGINEERING LS $150,000 1 150,000$ PERMITTING 10.0% 15,000$ SURVEY LS $15,000 1 15,000$ Project Subtotal 180,000$ Project Subtotal (Rounded)180,000$ CONTINGENCY 30% 54,000$ Total Estimated Project Cost (Rounded)234,000$ 2007 Dollars3 Detailed Cost Estimates.xls [Prelim #145]Page 6 of 27Printed: 11/3/2009APPENDIX C-3Project RemovedDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:BASIN:East Lake WashingtonBY: Brian BlacketerCHECKED BY: D. PacanovskyDATE:2/12/2007DATE:2/15/2007Material Description Unit 2007 Unit cost Quantity Amount CommentCONSTRUCTION SUBTOTAL300,000$ OTHER ITEMSDEWATERING/BYPASS FLOWS 5.0% 15,000$ EROSION & SEDIMENTATION CONTROL 10.0% 30,000$ SURVEY2.0% 6,000$ TRAFFIC CONTROL 2.0% 6,000$ CONTINGENCY 30% 90,000$ Subtotal 447,000$ MOBILIZATION (GENERAL REQUIREMENT) 10% 44,700$ Construction Subtotal 491,700$ STATE SALES TAX 8.8% 43,270$ ENGINEERING LS $200,000 1 200,000$ CONSTRUCTION MANAGEMENT 10.0% 49,170$ PERMITTING 10.0% 49,170$ Project Subtotal 591,000$ Project Subtotal (Rounded)591,000$ Total Estimated Project Cost (Rounded)2007 Dollars#145 Denny's Restaurant - Design & ConstructionEstimate based on field reconnaissance and no available storm drain system mapping591,000$ 3 Detailed Cost Estimates.xls [Cons #145]Page 7 of 27Printed: 11/3/2009APPENDIX C-3Project RemovedDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#151 John's Creek Outfall - NE 8th to HouserBASIN:East Lake WashingtonBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/8/2009DATE:Material Description Unit2007 Unit cost Quantity Amount Comment48" DIA. CMP PIPE; CB TYPE 2 54" PER 300 LF; PVMT RESTOR LF $184 2500 460,000$ REINF CONC BOX CULVERT 22' SPAN x 4' RISE LF $1,740 60 100,000$ SUBTOTAL560,000$ OTHER ITEMS AND CONTINGENCY50%280,000$ Construction Subtotal840,000$ ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING30%252,000$ Project Subtotal 1,092,000$ Project Subtotal (Rounded)1,092,000$ Total Estimated Project Cost (Rounded)Estimate based on 6/3/09 conference call with Steve Lee2008 Dollars1,100,000$ 3 Detailed Cost Estimates.xls [#151]Page 8 of 27Printed: 11/3/2009APPENDIX C-3PROJECT (2020): #521 Johns Creek Outfall - NE8th Street to Houser Way N. $ 1,450,000Total Escalated Project Cost (Rounded)2020 DollarsDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#154 NE 5th Place and Edmonds Ave NEBASIN:East Lake WashingtonBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/19/2009DATE:Material Description Unit2008 Unit cost Quantity Amount Comment30" DIA. HDPE PIPE; CB TYPE 2 48" PER 150 LF LF $135 3200 430,000$ SUBTOTAL430,000$ OTHER ITEMS AND CONTINGENCY50%215,000$ Construction Subtotal645,000$ ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING30%193,500$ Project Subtotal 838,500$ Project Subtotal (Rounded)840,000$ Total Estimated Project Cost (Rounded)Estimate based on Section 6 Table from City of Renton2008 Dollars840,000$ 3 Detailed Cost Estimates.xls [#154]Page 9 of 27Printed: 11/3/2009APPENDIX C-3Project RemovedDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#2 South Lake Washington Roadway Improvement Outfall to John's CreekBASIN:East Lake WashingtonBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/19/2009DATE:Material Description Unit2008 Unit cost Quantity Amount Comment60" DIA. CMP PIPE LF $181 100 18,000$ 84" DIA CB EA $10,320 2 21,000$ 48" DIA. CMP PIPE; BORING AND JACKING LF $1,400 50 70,000$ EX 60" DIA CULVERT SEDIMENT REMOVAL CY $500.00 400 200,000$ SUBTOTAL309,000$ Easement Re-linquish and Acquisition EA 20,000.00$ 1 20,000$ Contaminated excavation contingency30%92,700$ OTHER ITEMS AND CONTINGENCY50%$154,500.00Construction Subtotal576,200$ ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING30%172,860$ Project Subtotal 749,060$ Project Subtotal (Rounded)750,000$ Total Estimated Project Cost (Rounded)Estimate based on 6/17/09 conf call with Steve Lee2008 Dollars750,000$ 3 Detailed Cost Estimates.xls [#2]Page 10 of 27Printed: 11/3/2009APPENDIX C-3PROJECT (2020): #516 South Lake WashingtonRoadway Improvement Outfall to John's Creek$ 988,000Total Escalated Project Cost (Rounded)2020 DollarsDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#105 NE 4th St - Preliminary StudyBASIN:Cedar RiverBY: Brian BlacketerCHECKED BY: D. PacanovskyDATE:2/12/2007DATE:2/15/2007Material Description Unit2007 Unit cost Quantity Amount CommentEstimate based on field reconnaissance andENGINEERING LS $200,0001200,000$ no available storm drain system informationSURVEY LS $20,000120,000$ Subtotal 220,000$ CONTINGENCY 10% 22,000$ Construction Subtotal 242,000$ PERMITTING5% 12,100$ Project Subtotal (Rounded)254,100$ Total Estimated Project Cost (Rounded)2007 Dollars255,000$ 3 Detailed Cost Estimates.xls [#105]Page 11 of 27Printed: 11/3/2009APPENDIX C-3PROJECT (2020): #146 NE 4th Street Crossing atMaplewood Creek Study$ 336,000Total Escalated Project Cost (Rounded)2020 DollarsDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#55 Cascade-Tiffany Park Drainage ImprovementsBASIN:Soos CreekBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/8/2009DATE:Material Description Unit Unit cost Quantity Amount CommentCONSTRUCTION SUBTOTAL76,923$ OTHER ITEMS AND CONTINGENCY50%38,462$ Construction Subtotal115,385$ ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING30%34,615$ Project Subtotal 150,000$ Total Estimated Project Cost (Rounded)2008 Dollars150,000$ 3 Detailed Cost Estimates.xls [#55]Page 12 of 27Printed: 11/3/2009APPENDIX C-3$ 350,000Total Project Cost Provided by City in 6-Year CIP2020 DollarsPROJECT (2020): #116 Ginger Creek/CascadePark Basin Plan$ 430,000Total Estimate Project Cost by City (Rounded)2014 DollarsDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#99 Shattuck AveBASIN:Black RiverBY: Brian BlacketerCHECKED BY: D. PacanovskyDATE:2/12/2007DATE:2/15/2007Material DescriptionUnit 2007 Unit costQuantityAmount CommentCLEARING AND GRUBBINGSF$25001,200$ For slope around pipe.RIPRAP, 2 IN TO 6 IN QUARRY SPALLSTN$350.259$ For outfallQUARRY SPALLSTN$550.2514$ For outfallCATCH BASIN TYPE 1EA$1,60011,600$ Structure to tie existing pipe and new HDPE together12" DIA. HDPE PIPELF$100909,000$ Cost taken from Idlewood Creek designSUBTOTAL12,000$ OTHER ITEMSDEWATERING/BYPASS FLOWS10.0%1,200$ EROSION & SEDIMENTATION CONTROL20.0%2,400$ SURVEY2.0%240$ CONTINGENCY30%3,600$ Subtotal28,440$ MOBILIZATION (GENERAL REQUIREMENT)10%2,844$ Construction Subtotal31,284$ 3 Detailed Cost Estimates.xls [# 99]Page 13 of 27Printed: 11/3/2009STATE SALES TAX8.8%2,753$ ENGINEERINGLS $20,000120,000$ CONSTRUCTION MANAGEMENT20.0%6,257$ PERMITTING20.0%6,257$ Possible wetland issues by creekProject Subtotal 44,000$ Project Subtotal (Rounded)44,000$ LAND ACQUISITION/EASEMENTLS $20,000120,000$ ADMINISTRATIVE COSTSPARCEL $7,00017,000CONTINGENCY30%6,000$ Total Estimated Project Cost (Rounded)77,000$ 2007 DollarsFor easement or possible replacement to property that has been eroded already3 Detailed Cost Estimates.xls [# 99]Page 13 of 27Printed: 11/3/2009APPENDIX C-3$ 101,000Total Escalated Project Cost (Rounded)2020 DollarsPROJECT (2020): #263 Shattuck Avenue Southand S 37th Street OutfallDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:BASIN:Black RiverBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:10/14/2009DATE:Material DescriptionUnit2009 Unit cost Quantity Amount CommentsAC Pavement removal/restorationSY$54.00 120064,800$ Assuming $26/SY for ACP removal; 3" ACP CL A, 1.9 tons/CY, $110/ton; 9" base course, 1.39 ton/CY, $30/tonRemoval and disposal of existing culvertLF$12 4955,940$ Source: Sno Cty Aug 2008 DNR Unit PricesRemoval and disposal of existing structureLS$3,200.0013,200$ Assumes 1.6 factor projecting 1998 estimate to 2009, 5% inflationTemporary Erosion ControlLS$8001800$ Assumes 1.6 factor projecting 1998 estimate to 2009, 5% inflation48-inch diameter CPEP pipeLF$142 1100 156,200$ Source: Sno Cty Aug 2008 DNR Unit Price for 36" dia CPEP + 10%Type 2 Catch basin, 72" DIAEA$8,385.00867,080$ Source: Sno Cty Aug 2008 DNR Unit PricesMiscellaneous Storm Drain ConnectionsLS$6,400.0016,400$ Assumes 1.6 factor projecting 1998 estimate to 2009, 5% inflationWater RelocationEA$1,280.0011,280$ Assumes 1.6 factor projecting 1998 estimate to 2009, 5% inflationTraffic ControlLS$3,200.0013,200$ Assumes 1.6 factor projecting 1998 estimate to 2009, 5% inflationMiscellaneous Bid ItemsLS$3,200.0013,200$ Assumes 1.6 factor projecting 1998 estimate to 2009, 5% inflationSUBTOTAL312,100$ CONSTRUCTION CONTINGENCY30%93,630$ MOBILIZATION10%40,573$ Construction Subtotal 446,303$ ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING40%178,521$ Project Subtotal 624,824$ Project Subtotal (Rounded) 620,000$ Total Estimated Project Cost (Rounded)2008 Dollars620,000$ #63 Shattuck Avenue South Storm System Improvements3 Detailed Cost Estimates.xls [#63]Page 14 of 27Printed: 11/3/2009APPENDIX C-3Project RemovedDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#91 Black River Forebay - Construction BASIN:Black RiverBY: Brian BlacketerCHECKED BY: D. PacanovskyDATE:2/12/2007DATE:2/15/2007Material DescriptionUnit2007 Unit cost Quantity Amount CommentSPECIALTY EXCAVATION (DREDGE FOREBAY)CY$100.0 1700 170,000$ SUBTOTAL170,000$ OTHER ITEMSCONTINGENCY30%51,000$ Subtotal221,000$ MOBILIZATION (GENERAL REQUIREMENT)10%22,100$ Construction Subtotal243,100$ STATE SALES TAX8.8%21,393$ CONSTRUCTION MANAGEMENT5.0%12,155$ PERMITTING15.0%36,465$ Project Subtotal 292,000$ Price includes equipment to dredge and haul away sediment. Volume of sediment was calculated assuming approximately one-half acre area and 2ft depth of sediment to be removed. 3 Detailed Cost Estimates.xls [# 91]Page 15 of 27Printed: 11/3/2009Project Subtotal (Rounded)292,000$ Total Estimated Project Cost (Rounded)292,000$ 2007 Dollars3 Detailed Cost Estimates.xls [# 91]Page 15 of 27Printed: 11/3/2009APPENDIX C-3Project RemovedDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#138 Hardie Underpass - Preliminary StudyBASIN:Black RiverBY: Brian BlacketerCHECKED BY: D. PacanovskyDATE:2/12/2007DATE:2/15/2007Material DescriptionUnit2007 Unit cost Quantity Amount CommentENGINEERINGLS $250,0001 250,000$ PERMITTING10.0%25,000$ SURVEYLS $30,000130,000$ Project Subtotal 305,000$ Project Subtotal (Rounded)305,000$ Total Estimated Project Cost (Rounded)305,000$ 2007 Dollars3 Detailed Cost Estimates.xls [Prelim #138]Page 16 of 27Printed: 11/3/2009APPENDIX C-3Project became part of #211 & # 215 (2020): Hardie AvenueS Underpass and SW 7th Storm System Improvements. Seeescalated project cost on Page 25 of 27.DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#138 Hardie Underpass - ConstructionBASIN:Black RiverBY: Brian BlacketerCHECKED BY: D. PacanovskyDATE:2/12/2007DATE:2/15/2007Material DescriptionUnit2007 Unit cost Quantity Amount CommentCONSTRUCTION SUBTOTAL700,000$ OTHER ITEMSEROSION & SEDIMENTATION CONTROL10.0%70,000$ SUPPLEMENTAL SURVEYLS $2,00012,000$ TRAFFIC CONTROL2.0%14,000$ CONTINGENCY30%210,000$ Subtotal996,000$ MOBILIZATION (GENERAL REQUIREMENT)10%99,600$ Construction Subtotal 1,095,600$ STATE SALES TAX8.8%96,413$ ENGINEERING10.0%109,560$ CONSTRUCTION MANAGEMENT7.0%76,692$ PERMITTING2.0%21,912$ Project Subtotal 1,195,000$ Project Subtotal (Rounded)1,195,000$ Total Estimated Project Cost (Rounded)1,195,000$ 2007 Dollars3 Detailed Cost Estimates.xls [Cons #138]Page 17 of 27Printed: 11/3/2009APPENDIX C-3Project became part of #211 & # 215 (2020): Hardie AvenueS Underpass and SW 7th Storm System Improvements. Seeescalated project cost on Page 25 of 27.DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:BASIN:Black RiverBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/8/2009DATE:Material Description Unit2007 Unit cost Quantity Amount CommentPRELIMINARY ENGINEERING ANALYSIS LS $250,000 1 250,000$ SURVEY LS $20,000 1 20,000$ PRELIMINARY ENGINEERING SUBTOTAL 270,000$ 18" DIA. SMOOTH INTERIOR WALL CORRUGATED POLYETHYLENLF$561800101,237.76$ CATCH BASIN TYPE 2 48" EA$3,307619,842.60$ CRUSHED SURFACE BASE COURSETN$28 3309,200$ RIPRAP, 2 IN TO 6 IN QUARRY SPALLSTN$35 0.259$ QUARRY SPALLSTN$55 0.2514$ PAVEMENT, ASPHALT CONCRETE CL A {QTY < 500}TN$130 40052,000$ 12" DIA. HDPE PIPELF$100 28028,000$ Cost taken from Idlewood Creek designCATCH BASIN TYPE 1EA$1,60011,600$ Structure to tie pipe and new HDPE togetherENERGY DISSIPATOR STRUCTUREEA $75,000.00175,000$ *24" DIA. HDPE PIPE; CB TYPE 2 48" PER 300 LF; PVMT RESTOR LF$133.00 30040,000$ *SUBTOTAL326,903$ OTHER ITEMSDEWATERING/BYPASS FLOWS2.0%6,538$ EROSION & SEDIMENTATION CONTROL5.0%16,345$ SURVEY2.0%6,538$ TRAFFIC CONTROL3.0%9,807$ CONTINGENCY30%98,071$ Subtotal464,202$ MOBILIZATION (GENERAL REQUIREMENT)10%46,420$ Construction Subtotal510,623$ STATE SALES TAX8.8%44,935$ ENGINEERING DESIGNLS $80,000180,000$ CONSTRUCTION MANAGEMENT2.0%10,212$ Project Subtotal (Rounded) 915,770$ Total Estimated Project Cost (Rounded)#139 North Talbot Hill Drainage ImprovementsUpsize existing 12" system and add conveyance systems along Davis Ave and Lake Ave*Added 6/8/09 to 2007 cost estimate per conf call with Steve Lee2007 Dollars916,000$ 3 Detailed Cost Estimates.xls [#139]Page 18 of 27Printed: 11/3/2009APPENDIX C-3$ 1,210,000Total Escalated Project Cost (Rounded)2020 DollarsPROJECT (2020): #231 North Talbot HillDrainage ImprovementsDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:BASIN:Black RiverBY: Brian BlacketerCHECKED BY: D. PacanovskyDATE:2/12/2007DATE:2/15/2007Material Description Unit2007 Unit cost Quantity Amount CommentPRELIMINARY ENGINEERING ANALYSIS LS $250,000 1 250,000$ PERMITTING5.0% 12,500$ SURVEY LS $20,000 1 20,000$ PRELIMINARY ENGINEERING SUBTOTAL 282,500$ CRUSHED SURFACE BASE COURSE TN 26$ 1102,846$ 18" DIA. SMOOTH INTERIOR WALL CORRUGATED POLYETHYLENE LF 56$ 22212,486$ 24" DIA. SMOOTH INTERIOR WALL CORRUGATED POLYETHYLENE LF 73$ 17312,649$ CORRUGATED METAL PIPE 48-INCH LF 101$ 12412,553$ CORRUGATED METAL PIPE 54-INCH LF 118$ 19122,559$ CORRUGATED METAL PIPE 72-INCH LF 337$ 13746,232$ CATCH BASIN TYPE 2 48" EA3,307$ 1549,607$ CATCH BASIN TYPE 204 96" EA13,780$ 341,339$ PAVEMENT, ASPHALT CONCRETE CL A {QTY < 500} TN 119$ 13015,501$ SUBTOTAL215,771$ OTHER ITEMSDEWATERING/BYPASS FLOWS 5.0% 10,789$ EROSION & SEDIMENTATION CONTROL 5.0% 10,789$ SURVEY2.0% 4,315$ TRAFFIC CONTROL 5.0% 10,789$ CONTINGENCY30% 64,731$ Subtotal 317,184$ MOBILIZATION (GENERAL REQUIREMENT) 10% 31,718$ Construction Subtotal 348,902$ STATE SALES TAX 8.8% 30,703$ ENGINEERING10.0% 34,890$ CONSTRUCTION MANAGEMENT 5.0% 17,445$ Project Subtotal (Rounded) 714,441$ Total Estimated Project Cost (Rounded)#159 Talbot Rd;Sam's Club - Preliminary Study, Design, and ConstructionMaterials based on upsizing current storm drain system to next available pipe and structure size. Pipe sizes and length found in ACAD file 5319qsd.dwg. 2007 Dollars720,000$ 3 Detailed Cost Estimates.xls [#159]Page 19 of 27Printed: 11/3/2009APPENDIX C-3Project RemovedDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:BASIN:Black RiverBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/8/2009DATE:Material Description Unit Unit cost Quantity Amount CommentCONSTRUCTION SUBTOTAL500,000$ Estimate based upon 2008 Carr Road projecENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING100,000$ Total Estimated Project Cost (Rounded)#187 Talbot Road South at Panther Creek Outfall2008 Dollars600,000$ 3 Detailed Cost Estimates.xls [#187]Page 20 of 27Printed: 11/3/2009APPENDIX C-3PROJECT (2020):#187 Talbot Road South@ Panther Creek Outfall$ 700,000Total Escalated Project Cost (Rounded)2020 DollarsDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#65-Puget Drive SE at Rolling Hills Avenue Culvert CrossingBASIN:Black RiverBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/8/2009DATE:Material Description Unit2007 Unit cost Quantity Amount CommentROCK OUTFALL: 300LF 24" DIA HDPE, TYPE 2 48" CB, 2 TN QUAREA$29,1095 150,000$ SUBTOTAL150,000$ OTHER ITEMS AND CONTINGENCY50%75,000$ Construction Subtotal225,000$ ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING30%67,500$ Project Subtotal 292,500$ Project Subtotal (Rounded)292,500$ Total Estimated Project Cost (Rounded)Estimate based on 6/3/09 conference call with Steve Lee2008 Dollars295,000$ 3 Detailed Cost Estimates.xls [#65]Page 21 of 27Printed: 11/3/2009APPENDIX C-3PROJECT (2020):#240 Puget Drive SE at RollingHills Avenue Culvert Crossing$ 388,000Total Escalated Project Cost (Rounded)2020 DollarsDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#211-SW 23rd Culvert RemovalBASIN:Black RiverBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/8/2009DATE:Material Description Unit Unit cost Quantity Amount CommentCONSTRUCTION SUBTOTAL20,513$ OTHER ITEMS AND CONTINGENCY50%10,256$ Construction Subtotal30,769$ ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING30%9,231$ Project Subtotal 40,000$ Total Estimated Project Cost (Rounded)2008 Dollars40,000$ 3 Detailed Cost Estimates.xls [#211]Page 22 of 27Printed: 11/3/2009APPENDIX C-3Project RemovedDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#204-Springbrook Creek Old Bridge Removal at SW 27th StreetBASIN:Black RiverBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/8/2009DATE:Material Description Unit Unit cost Quantity Amount CommentCONSTRUCTION SUBTOTAL41,026$ OTHER ITEMS AND CONTINGENCY50%20,513$ Construction Subtotal61,538$ ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING30%18,462$ Project Subtotal 80,000$ Total Estimated Project Cost (Rounded)2008 Dollars80,000$ 3 Detailed Cost Estimates.xls [#204]Page 23 of 27Printed: 11/3/2009APPENDIX C-3PROJECT (2020):#251 Springbrook CreekOld Bridge Removal at SW 27th Street$ 105,000Total Escalated Project Cost (Rounded)2020 DollarsDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:#206 SW 34th Street Drainage ImprovementsBASIN:Black RiverBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/8/2009DATE:Material Description Unit Unit cost Quantity Amount CommentCONSTRUCTION SUBTOTAL755,692$ OTHER ITEMS AND CONTINGENCY50%377,846$ Construction Subtotal 1,133,538$ ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING30%340,062$ Project Subtotal 1,473,600$ Total Estimated Project Cost (Rounded)2008 Dollars1,473,600$ 3 Detailed Cost Estimates.xls [#206]Page 24 of 27Printed: 11/3/2009APPENDIX C-3Project RemovedDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:BASIN:Black RiverBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/8/2009DATE:Material Description Unit2007 Unit cost Quantity Amount Comment72" DIA PIPE, STRUCTURES, RESTORATION, TRAFFIC CONTRO LF $1,000 2800 2,800,000$ Estimated per 6/3/09 email from Steve LeeSUBTOTAL2,800,000$ OTHER ITEMS AND CONTINGENCY20%560,000$ Construction Subtotal 3,360,000$ ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING30%1,008,000$ Project Subtotal 4,368,000$ Project Subtotal (Rounded)4,368,000$ Total Estimated Project Cost (Rounded)#207 SW 7th Street Drainage Improvements2008 Dollars4,370,000$ 3 Detailed Cost Estimates.xls [#207]Page 25 of 27Printed: 11/3/2009APPENDIX C-3PROJECT (2020):#211 (and #215) HardieAvenue S Underpass and SW 7thStorm System Improvements$ 9,208,000Total Project Cost in City Provided 6-Year CIP2020 DollarsDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:BASIN:Black RiverBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/8/2009DATE:Material Description Unit Unit cost Quantity Amount CommentCONSTRUCTION SUBTOTAL153,846$ OTHER ITEMS AND CONTINGENCY50%76,923$ Construction Subtotal230,769$ ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING30%69,231$ Project Subtotal 300,000$ Total Estimated Project Cost (Rounded)2008 Dollars300,000$ #208 SW 4th Place and Maple Avenue SW Drainage AnalysisEstimate based on 6/3/09 conference call with Steve Lee3 Detailed Cost Estimates.xls [#208]Page 26 of 27Printed: 11/3/2009APPENDIX C-3PROJECT (2020):#213 SW 4th Place andMaple Avenue SW Drainage Analysis$ 395,000Total Escalated Project Cost (Rounded)2020 DollarsDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton CIP Cost EstimatePLANNING LEVEL CONSTRUCTION COST OPINIONPROJECT:BASIN:Black RiverBY: John FeatherstoneCHECKED BY: M. GiseburtDATE:6/8/2009DATE:Material Description Unit2008 Unit cost Quantity Amount Comment12" DIA. HDPE PIPE; CB TYPE 2 48" PER 300 LF; PVMT RESTOR LF $106 400 42,000$ SUBTOTAL42,000$ OTHER ITEMS AND CONTINGENCY50%21,000$ EASEMENTTRAFFIC CONTROLConstruction Subtotal63,000$ ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING30%18,900$ Project Subtotal 81,900$ Project Subtotal (Rounded)81,900$ Total Estimated Project Cost (Rounded)#213 SE 190th Street Drainage ImprovementsEstimate based on 6/3/09 conference call with Steve Lee2008 Dollars82,000$ 3 Detailed Cost Estimates.xls [#213]Page 27 of 27Printed: 11/3/2009APPENDIX C-3PROJECT (2020):#285 SE 190th StreetDrainage Improvement$ 108,000Total Escalated Project Cost (Rounded)2020 DollarsDocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
O SBORN C ONSULTING, I NC.
B ELLEVUE • S EATTLE • S POKANE
APPENDIX D
SUMMARY OF REGULATORY COMPLIANCE RECOMMENDATIONS
MEMO
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Memorandum
Summary of Regulatory Compliance
Recommendations in Support of
Surface Water Utility System Plan
Update
Prepared By: Erin Nelson, PE,
AltaTerra Consulting & Ann Bryant,
PE, Osborn Consulting Inc.
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Table of Contents
1. Introduction and Background ............................................................................................................... 1
2. Methodology and Data Sources ............................................................................................................ 1
3. Regulatory Compliance Needs .............................................................................................................. 2
3.1 NPDES Stormwater Planning Program .......................................................................................... 3
3.2 NPDES MS4 Mapping and Documentation ................................................................................... 4
3.3 NPDES Source Control Program for Existing Development .......................................................... 5
3.4 Coordination with Regional Partners ............................................................................................ 7
3.5 Coordination with Planning Staff for 2023 City Comprehensive Plan .......................................... 7
List of Tables
Table 1. List of Regulations ........................................................................................................................... 2
Table 2. Stormwater Planning Tasks and Level of Effort .............................................................................. 4
Table 3. Source Control Program Tasks and Level of Effort .......................................................................... 6
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1. Introduction and Background
The update of the City’s draft Surface Water Utility Management Plan includes an assessment of current
regulations and resources needed to comply with those regulations. Federal, state, and local
regulations, permits, and codes that guide stormwater management have continually evolved since the
early 1990s as stormwater impacts on natural resources, water quality, and ecological health have
received greater attention. As a result, local jurisdictions must adapt their programs to meet current
standards and permit requirements.
This memorandum documents Renton’s current regulatory status and provides recommended program
modifications to meet regulatory requirements now and the near future.
2. Methodology and Data Sources
The draft 2012 Surface Water Utility Management Plan (draft Plan) provided a comprehensive list and
description of federal, state, and local regulations that provides the regulatory framework under which
the Utility operates. Regulations listed in the draft Plan were reviewed to identify updates or changes
since 2012 that impact how the Utility operates. If no significant updates or changes were identified, it
was assumed that the Utility is complying with current regulations and there is no additional resources
or actions necessary for compliance. The most significant change since the draft Plan is the new NPDES
Phase II MS4 Permit. Since the draft Plan, the Utility has gone through an entire NPDES Phase II Permit
cycle; a new cycle with new conditions began on August 1, 2019. It was assumed that the Utility is
meeting all conditions that were in the preceding permit and only new conditions in the new permit
require additional resources or actions. Table 1 lists the regulations reviewed and whether Utility
resources or actions are needed for compliance.
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Table 1. List of Regulations
Regulation Resources or Actions Needed for Compliance
Renton Municipal Code (RMC) 4-3-050 Critical
Areas Ordinance
No additional resources or actions necessary.
RMC 4-3-090 Shoreline Master Program No additional resources or actions necessary.
RMC 4-4-030 Development Guidelines and
Regulations
No additional resources or actions necessary.
RMC 4-4-060 Grading, Excavation, and Mining
Regulations
No additional resources or actions necessary.
RMC 4-6-030 Drainage (Surface Water)
Standards
No additional resources or actions necessary.
Revised Code of Washington (RCW) 36.70
Growth Management Act- City
Comprehensive Plan
Coordinate with Planning Staff for 2023 City
Comprehensive Plan Utility and Environmental Goals and
Policies
RCW 43.21 State Environmental Policy Act No additional resources or actions necessary.
RCW 77.55 Hydraulic Code No additional resources or actions necessary.
RCW 86.16 Floodplain Management
(establishes authority for implementation of
National Flood Insurance Program [NFIP])
Coordinate with King County and Federal Emergency
Management Agency (FEMA) to ensure Flood Insurance
Rate Maps (FIRM) show accurate depictions of flood
hazard areas, particularly in areas where levees are
present (e.g., Cedar River, Green River).
33 United States Code (USC) 1251 Clean
Water Act- Section 303(d)- Total Maximum
Daily Loads (TMDLs)
Participate and coordinate with Ecology and regional
partners in implementation of the Green River and Soos
Creek TMDLs.
33 USC 1251 Clean Water Act- Section 404 No additional resources or actions necessary.
33 USC 1251 Clean Water Act- Section 401
Water Quality Certification
No additional resources or actions necessary.
33 USC 1251 Clean Water Act- Section 402
National Pollutant Discharge Elimination
System (NPDES)
Develop and implement stormwater planning program,
including watershed prioritization and Stormwater
Management Action Plan (SMAP).
Map size and material of all known outfalls and map all
known connections from the Municipal Separate Storm
Sewer (MS4) to privately owned stormwater systems.
Develop and implement source control program for
existing development.
42 USC 4321 National Environmental Policy
Act (NEPA)
No additional resources or actions necessary.
16 USC 1531 Endandered Species Act (ESA) No additional resources or actions necessary.
3. Regulatory Compliance Needs
Based on a review of the current regulations under which the Utility operates, additional staff resources
will be needed to (1) comply with the current City’s NPDES Phase II permit, (2) coordinate with regional
partners on TMDLS, flood plain management and ESA-listed salmon recovery, and (3) coordinate
internally for the City’s next update of the Comprehensive Plan. The latter two items will require
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significantly less time commitment than the first; an additional staff person will likely be necessary to
assist with development and implementation of NPDES-related programs. A discussion of the specific
compliance needs and recommendations is provided below.
3.1 NPDES Stormwater Planning Program
The NPDES Phase II Permit Condition S5.C.1 outlines components of what is expected for a stormwater
planning program. Some of the elements are a continuation of the previous permit, including continued
review and update of LID codes, rules and standards to encourage use of LID, as well as remove barriers
in the development code that prevent use of LID principles and LID BMPs. Additionally, Condition
S5.C.1.b involves coordination with long-range plan updates. The Utility is coordinating with the
Planning department for the update of the City Comprehensive Plan, which will be adopted in 2023. This
coordination effort would likely occur whether or not required by the permit, however, the permit
requires a response to a series of questions in the Stormwater Planning Annual Report about how the
Utility addressed stormwater impacts on water quality in the Comprehensive Plan or equivalent long-
term plans by March 31, 2021. A follow-up report responding to the same questions related to water
quality, land-use and growth is due on or before January 1, 2023.
The most significant change is the addition of watershed prioritization and development of a
Stormwater Management Action Plan for a priority catchment area.
The steps needed to comply with this condition include the following:
1. Develop a watershed inventory and conduct a receiving water assessment including expected
stormwater management influence for each watershed.
2. Prioritize watersheds based on receiving water conditions and expected potential stormwater
management influences (i.e., which watersheds would most benefit from stormwater actions)
and select high priority watershed to develop a Stormwater Management Action Plan.
3. Identify actions in the high priority watershed, including capital (i.e., stormwater retrofits),
operational (i.e. enhanced maintenance, source control investigations, etc.), policy or code-
related (i.e., land management), or public education and outreach strategies and projects to
improve water quality in the watershed, including a budget and implementation schedule.
Table 2 lists some recommended strategies for complying with this condition, including anticipated
resource needs on a low, medium, high scale by level of effort. It is anticipated that existing City NPDES
staff can accomplish most of this requirement, but consultant support may be needed for the
Stormwater Management Action Plan development. The receiving water assessment must be done by
March 2022, the receiving water prioritization deadline is June 2022, and the SMAP is due in March
2023.
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Table 2. Stormwater Planning Tasks and Level of Effort
Task Level of
Effort Description Result
Watershed
Inventory,
Receiving Water
Assessment and
Influence
Medium
(130
hours)
Use data that is already available.
Watershed boundaries are
delineated, use available water
quality data and beneficial uses,
conduct GIS analysis of potential
influence using existing stormwater
facilities, potential redevelopment,
open space, and natural resources
layers.
Table of Watershed
Inventory
Prioritize
Watersheds
Low (70
hours)
Develop criteria for prioritization, use
data in watershed inventory table to
prioritize. Identify high priority
watershed for which to develop
SMAP. Choose watershed where
projects can be expected to be
completed and fit within other City
goals.
Sorted Table of Watershed
Inventory by Priority and
Selected High Priority
Watershed
Stormwater
Management
Action Plan
High (300
hours)
Develop a plan to address issues in
selected watershed, including range
of projects. The level of effort will
depend on whether new projects are
developed, or if projects are already
ready to go for the watershed
selected. A consultant is likely to be
needed for this effort due to the large
number of estimated hours.
Plan with Projects,
Strategies, Budget, and
Schedule for
Implementation
3.2 NPDES MS4 Mapping and Documentation
The NPDES Phase II Permit Condition S5.C.4 outlines new components for stormwater system mapping,
including the following:
Size and material for all known MS4 outfalls, to be collected during the normal course of
business (e.g. during field screening, inspection, or maintenance) and records update beginning
no later than January 1, 2020.
Complete mapping of all known connections from the MS4 to a privately owned stormwater
system by August 1, 2023.
The City continually updates its stormwater system inventory as new infrastructure comes on-line,
modifications are made in the field, or systems are abandoned. This condition will likely not require
additional resources because it can be accomplished by field crews and the GIS specialist in the normal
course of business. However, coordination is necessary to ensure that this team is aware of the type of
data that needs to be collected, including methodology for recording the data, or what to do if the
information is unclear (i.e., material type, ownership, etc.).
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Below are options for accomplishing this requirement include the following:
1. Instead of having all field personnel take on the duty of collecting data on MS4 outfalls, assign
this task to crews that inspect and clean the system to meet NPDES condition S5.C.7 Operations
and Maintenance. The City cleans all pipes, ditches, and catch basins and inlets within a circuit
once during the permit term. Part of the system will be completely mapped during this permit
term, and eventually the entire system will be mapped as all circuits are inspected and cleaned.
2. Assign private facility inspection staff and source control program staff to identify connections
from the MS4 to privately owned stormwater system. This will be one way to systematically
identify and map privately owned systems.
3. Alert maintenance crews and inspection and cleaning crews to inform stormwater management
staff if privately owned systems are identified during CCTV inspection or other methods.
3.3 NPDES Source Control Program for Existing Development
The NPDES Phase II Permit Condition S5.C.8 outlines components for implementing a source control
program that targets pollution-generating public and private properties for the inspection,
implementation of source control measures, and enforcement if necessary.
The steps needed to comply with this condition include the following:
1. Develop an ordinance or other enforceable document to require the application of source
control BMPs for pollutant generating sources. The City’s code already has language that
requires source control BMPs and references the RMC 4-6-030. Section I adopts the April 2016
King County Stormwater Pollution Prevention Manual by reference and Section J.4. Elimination
of Illicit Connection and/or Illicit Discharge requires implementation of source control or
treatment BMPs. The City may want to review the code and determine if the language is
adequate to meet City and permit goals.
2. Establish inventory of public and private institutional, commercial and industrial sites that have
the potential to generate pollutants to the MS4.
3. Develop and implement an inspection program for sites identified in the inventory.
4. Develop and implement a progressive enforcement policy that requires sites to comply with
stormwater requirements.
5. Develop and implement a staff source control training program.
Table 3 lists some recommended strategies for complying with this condition, including anticipated
resource needs on a low, medium, high scale by level of effort. It is anticipated that additional City
NPDES staff will be needed for this requirement. Ordinance adoption and site inventory must be
completed by August 2022, and inspection program and enforcement implementation must begin by
January 2023.
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Table 3. Source Control Program Tasks and Level of Effort
Task Level of
Effort Description Result
Develop an
Ordinance or Other
Enforceable
Document
Low - High
(~20 -100
hours)
Review existing code language and determine
if it needs revision. Level of effort will depend
on whether a new ordinance is developed.
New Ordinance or
Keep Existing
Establish Inventory
of Public and
Private Sites
High (~200
hours)
Use SIC and NAICS codes to identify sites that
have potential to generate pollutants to MS4.
Include sites with water quality complaints.
Use GIS to develop map and database of sites.
Database of Sites
Develop and
Implement a Source
Control Inspection
Program
Very High
(~1,000
hours)
Develop inspection protocol, including but
not limited to forms, tracking,
communications, and educational materials
for business owners. Implement program for
20% of site inventory. Level of effort depends
on the number of sites for inspection.
Program development is expected to take
~200 hours.
Program
Implementation and
Documentation
Develop
progressive
enforcement policy
Med- High
(~300 hours)
Develop and/or implement existing
enforcement policies. Evaluate options for
new enforcement methods if existing policies
aren’t working. Reach out to other
jurisdictions to find out what works for them.
Updated or New
Enforcement Policy
Staff source control
training program
Low- Med
(~40 hours)
The level of effort for this task depends on the
number of staff assigned to the source control
program. Some of the most effective source
control programs are ones where fewer staff
are responsible for implementation and
enforcement. Personal connections can be
made with business owners to encourage
best practices, with the understanding that
the inspectors also have authority for
enforcement if violations occur.
Staff Training and
Outreach to Source
Control Inspectors
from Other Cities
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6/1/2020
There may be overlap with types of City inspections conducted at the sites developed for the inventory.
It would be useful to find out what types of inspections are required or routinely done in other City
departments, including fats, oil and grease inspections for the wastewater system, private stormwater
facility inspections, solid waste outreach to multi-family sites, and outreach from water department
staff for pollution prevention in aquifer protection areas. Sites that overlap with multiple inspections,
could be flagged for a combined visit by one staff person, staggered visits on opposite schedules for
efficiency, or a coordinated site visit by multiple inspectors. A matrix to determine which sites overlap
could be helpful.
3.4 Coordination with Regional Partners
The City of Renton overlaps the watershed boundary for the Green River and Soos Creek, both of which
have approved or developing TMDLs. Renton will be expected to participate in these TMDLS, even
though participation may be more limited than other jurisdictions due to the City’s location and land
area in each watershed. While there is a regulatory need to be addressed, the resources needed to
address participation in TMDLs is expected to be low and existing City staff should be able to manage
the workload.
If Ecology were to require the City to take action and develop a monitoring plan to track water quality in
Soos Creek for the TMDL, the City may be expected to collect monthly water quality samples and
conduct flow monitoring at one or two locations in the portion of Soos Creek within the City’s
jurisdiction. This would require staff or consultant time to collect water quality samples and installation
of flow meters. The annual costs for the City of Kenmore to analyze data from 5 locations for the Swamp
Creek TMDL ranges from $4,000 to $18,000 based on a review of their budget data from 2017 through
2019. Kenmore’s 2020 budget allocates $6,000 for Swamp Creek TMDL monitoring and $30,000 for
stream telemetry, which collects stream flow data on Swamp Creek and other locations. Staff time is not
included in this budget, although a reasonable estimate for Renton would be approximately 60 – 70
hours annually (3 hours per month for sample collection and 30 – 40 hours to write and submit a report
documenting results to Ecology). An additional 80 hours would be required to write the Quality
Assurance Project Plan (QAPP) describing the sampling and analysis protocol.
The City currently has an interlocal agreement (ILA) to improve salmon habitat in Watershed Resource
Inventory Areas (WRIAs) 8 and 9 (Cedar River and Green River watersheds, respectively). Through its
work with these WRIAs, the City addresses issues around the “threatened” ESA listing of Chinook salmon
and coordinates with other jurisdictions on salmon recovery. Additional workload is not expected.
Floodplain management and coordination with King County and FEMA already occurs with the City of
Renton, so additional efforts needed to address existing flood plain maps and issues with depictions of
flood hazard areas is likely an on-going discussion and will not need additional City resources.
3.5 Coordination with Planning Staff for 2023 City Comprehensive Plan
City Utility staff will need to coordinate with planning staff for the 2023 City Comprehensive Plan to
ensure that goals and policies reflect the direction of the Utility. This effort is not expected to require
additional resources.
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
O SBORN C ONSULTING, I NC.
B ELLEVUE • S EATTLE • S POKANE
APPENDIX E
PROGRAMMATIC AND OPERATIONAL FACT SHEETS
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Surface Water Utility
System Plan Update Project ID: XX
Culvert Assessment
Preliminary Level of Effort: 570
hrs.
Project Description:
The objective of this program is to conduct an inventory of the City’s culverts to assess fish passage and
develop a prioritization scheme to proactively improve fish passage and identify opportunities for habitat
improvements in association with other agencies.
The scope of this project includes (1) developing an inventory of stream culverts, (2) assessing the City’s
stream culverts for fish passage and potential access to fish habitat (i.e., availability of fish habitat upstream of
the culvert), and (3) prioritization and ranking of the culvert inventory.
Benefits:
• Proactive strategy for culvert improvement before
the City is required to meet fish passage obligations
Improved fish passage and habitat accessibility as
opportunities for culvert improvements arise.
Challenges:
• Assessment of fish use and presence in
the absence of data.
• Staff and budget for new program
• Improving fish passage may need to be
coupled with water quality
improvement to promote fish
utilization.
Assumptions and Considerations:
The following are assumptions and considerations for the City to develop an inventory of its stream culverts,
assess the culverts for fish passage, and prioritize for replacement and/or improvement.
• The City does not have a fish passage improvement program to fund fish passage projects. Culverts have
not been assessed for fish passage. Fish passage improvement projects implemented so far were
completed either by with other agencies, or due to permitting requirements.
• The State of Washington is required to resolve fish passage issues on its culverts due to a U.S. District
Court Decision regarding Native Treaty rights; it is anticipated that future rulings may require Counties
and Cities to do the same.
• A brief review of the Washington Department of Fish and Wildlife SalmonScape application
(https://apps.wdfw.wa.gov/salmonscape/map.html) indicates the City has several stream culverts that
are full or partial fish passage barriers.
• The City’s GIS system does not appear to differentiate the types of culverts (i.e., stream culverts vs. ditch
culverts).
• The field evaluation will be conducted by a fish biologist and an ecologist. For estimating purposes, it is
assumed that up to 4 culverts can be assessed in a day.
• Based on the review of SalmonScape, it is estimated that 60 to 70 stream culverts will require field
review and inventory.
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• Prioritization criteria may include categories of culverts (high, medium, and low priority) or ranking from
highest to lowest, depending on what is most useful to the City. Prioritization criteria is likely to include
type of barrier (full, partial, unknown, etc.), type of fish usage (anadromous, resident), life histories of
fish using stream reach (i.e., is barrier present when fish use would occur? Is culvert a barrier to adults,
juveniles, etc.?), habitat availability upstream of the barrier, and habitat quality. Other factors may also
be considered.
Recommendations:
The following tasks are recommended for this programmatic action:
1. Develop inventory of City stream culverts by intersecting culvert GIS layer with stream GIS layer.
Compare culvert inventory to culverts shown on WDFW SalmonScape.
2. Conduct a field evaluation of the City’s culverts located on fish-bearing streams (starting with
verification of the WDFW list). The evaluation will include a general condition of the stream, condition of
the culvert including conditions that would render it impassable to fish all the time or during flow
certain conditions, and general habitat availability upstream of the culvert.
3. Develop prioritization criteria and prioritize culverts for replacement or improvement based on the
potential to improve habitat availability to salmonids or other fish species.
Planning Level Effort:
Task Description Deliverable Level of Effort
(hrs)
1. Develop culvert
inventory.
Use GIS to select all City culverts
located on streams.
GIS layer of stream culverts
and list of culverts
including attributes such as
diameter, material,
location, and stream name.
50
2. Culvert assessment
for fish passage.
Assess up to 70 culverts to
evaluate fish passage and habitat
conditions. Up to 17.5 field days
(4 culverts per day) will be
needed, with the assumption
that two field staff conduct the
assessment.
Technical memorandum
describing methodology,
culvert assessment field
notes describing conditions
and photo documentation,
table ranking culverts for
replacement or
improvements.
380
(280 field, 100
documentation)
3. Prioritize culverts. Develop prioritization criteria and
prioritize culverts (high, medium,
low) or rank from highest to
lowest priority.
Documentation describing
prioritization criteria and
methodology. List of
culverts showing priority.
100
4. Develop individual
projects
Develop project worksheets for
the prioritized culvert
replacements and add to the
Surface Water CIP.
Project worksheet 40
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Surface Water Utility
System Plan Update Project ID: XX
Evaluation of Enforcement Strategies
Preliminary Level of Effort: 150 hrs.
Project Description and Background:
The objective of this project is to evaluate enforcement strategies for maintenance of private facilities, illicit
discharges, and other stormwater management elements that require action by private entities.
The City’s MS4 system consists of public and private components. Currently there are multiple tiers of
inspection and maintenance of the public and private components, depending on the ownership and age of
the system. City-owned infrastructure and facilities are inspected and maintained by city maintenance crews.
Additionally, city staff inspect and maintain private facilities that were transferred to the City following a policy
decision on October 18, 2010. These facilities receive runoff from public roads and were generally under the
management of homeowner’s associations (HOAs) prior to city transfer.
Other private facilities that are owned and maintained by developments without HOAs or by private
businesses are inspected by City maintenance crews as required by the City’s NPDES Phase II MS4 permit.
Whereas inspection is completed by the City, maintenance and repairs are the responsibility of the owner, and
the City follows up to ensure maintenance has been completed. Maintenance and repairs are not always
completed, and the City has difficulty compelling owners to complete them. The City faces this challenge
particularly in communities where there was no HOA formed and where all owners have equal and undivided
interest in the stormwater flow control system.
Other situations where City inspection requires private stormwater management action, including removal of
illicit discharges and connections, implementation of source control measures, or any other type of
stormwater code violation the Utility might receive, requires methods to compel private entities to take
corrective action.
Benefits:
• Identification of range of methods to compel
correction actions.
• Consistency for all stormwater management
infractions.
Challenges:
• Politically unpopular.
• Integration with City-wide code enforcement
policies and database.
Assumptions and Considerations:
The following are assumptions and considerations for the Utility to evaluate stormwater code enforcement
methods to achieve desired compliance results.
• The City enforces code compliance through its Community and Economic Development Department.
Methods and procedures used to evaluate and issue code violations by Community and Economic
Development will be assessed during this project to determine whether stormwater code compliance
could be integrated with existing processes or if existing processes used by this department would be
applicable to the Utility.
• City code describing enforcement procedures and consequences for violations of stormwater code will
be evaluated relative to how the enforcement procedures are currently being applied to stormwater
code violations.
• Alternative compliance methods will be researched from other jurisdictions to evaluate methods of
success, including educational outreach, financial seed money for repairs, incentives for businesses that
do the right thing, etc.
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• This project will identify tools necessary to develop a successful enforcement strategy, including
consistent and easy to understand enforcement methods, tracking system, integration with other City
code enforcement strategies, and staff needed to implement the program.
• This programmatic fact sheet does not include the level of effort to implement the enforcement
strategy, only to evaluate and develop an enforcement strategy.
Recommendations:
The following tasks are recommended for this programmatic action:
1. Review existing Utility enforcement strategy relative to stormwater code, including records of
enforcement actions, compliance rate, and types of enforcements.
2. Review City’s code compliance enforcement strategy for comparison to Utility’s stormwater code
enforcement strategy. Evaluate whether there are opportunities for merging code enforcement duties
or if there are differences worth exploring.
3. Research stormwater code enforcement strategies used by other jurisdictions to identify successful
techniques that could be applied by the Utility.
4. Develop stormwater code enforcement policy utilizing data, techniques, potential inter-departmental
efficiencies, and alternatives gathered in Tasks 1 through 3.
Planning Level Effort:
Task Description Deliverable Level of
Effort
(hrs)
1. Review existing
Utility
enforcement
strategy.
Review existing stormwater code, including
violations and consequences, Utility
enforcement actions taken in the previous 5
years, compliance rate in the previous 5 years,
and general enforcement strategy and
protocols.
Summary table
documenting results of
review.
40
2. Review City’s
code compliance
enforcement
strategy.
Consult with City Community and Economic
Development staff on code compliance and
enforcement strategies. Compare strategies,
tracking, staffing, and success rates with
practices used in Utility.
Summary table
documenting
comparison of different
code enforcement
strategies within the
City of Renton.
40
3. Research
alternative code
enforcement
strategies used
by other
jurisdictions.
Conduct research and interviews with up to
three other regional or national jurisdictions to
identify successful code enforcement strategies
and alternatives to code enforcement that
could be adopted by the Utility.
Summary table of code
enforcement strategies
and alternatives used by
other jurisdictions.
20
4. Develop
stormwater
code
enforcement
policy.
Use data gathered during tasks 1 through 3 to
develop a strategy to enforce stormwater
codes, including maintenance of private
stormwater facilities, removal of illicit
discharges, implementation of source control
BMPs and other stormwater management
actions necessary to limit pollutants from
entering the City’s MS4 and to improve water
quality in the City’s receiving waters.
Fact sheet detailing
strategy for obtaining
compliance with
stormwater codes.
50
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Surface Water Utility
System Plan Update Project ID: XX
Pipe and Culvert Asset Management
Enhancement
Preliminary Level of Effort: 80 hrs.
Project Description:
The objective of this project is to enhance the City’s existing asset management program to extend condition
assessment of pipes beyond CMP pipes and prioritize pipes for repair and/or replacement based on risk.
The scope of this project includes (1) prioritize pipes for condition assessment that are not being assessed, and
(2) develop a repair and replacement strategy.
Benefits:
• Strategy for pipe maintenance, repair, and
replacement.
• Investment in long-term decision making.
• Proactive system management.
Challenges:
• Compliance with schedule for maintenance
specified in the NPDES Phase II MS4 Permit
Assumptions and Considerations:
The following are assumptions and considerations for the City to augment its existing pipe condition
assessment program, and develop a pipe maintenance, repair, and replacement program based on condition
assessment.
• The City cleans all pipes, ditches, and catch basins and inlets within a circuit once during a permit term.
• The City has a dedicated CCTV truck to inspect stormwater pipes and uses a combination of tools to
assess condition and maintain the system. and score their condition. GIS is used to determine
consequence of failure based on location of the pipe (i.e., pipes under major arterials and over 18 inches
diameter are the primary criteria), and CityWorks is used to track work orders.
• The pipes that are currently being assessed by the City are constructed of corrugated metal (CMP).
• This project will develop a prioritization scheme to assess non-CMP pipes and prioritize maintenance,
repair and replacement based on results.
• Use of the City’s existing electronic tools will be emphasized for efficiency and cost considerations.
• This programmatic fact sheet does not include the level of effort to implement a condition assessment
or asset management program, only to develop the plan to do so.
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Recommendations:
The following tasks are recommended for this programmatic action:
1. Review existing condition assessment data and CMP management program to evaluate number of pipes
assessed each year, frequency of assessment for individual pipes (i.e., once every 5 years? Every 10
years?), protocols used for data collection, storage, review and work prioritization, staffing, etc. The
existing condition assessment program will be used as a basis for prioritization of non-CMP pipes for
condition assessment.
2. Develop protocols for using condition assessment data to inform the City’s pipe maintenance, repair
and replacement program.
Planning Level Effort:
Task Description Deliverable Level of
Effort (hrs)
1. Prioritize non-CMP
pipes for condition
assessment.
Evaluate existing CMP condition
assessment program to inform and
apply program to non-CMP pipes.
Map and list of prioritized
pipes for condition
assessment.
40
2. Develop protocols for
pipe maintenance,
repair and
replacement
program.
Identify condition assessment and
other criticality criteria (i.e.
consequence of failure) for
prioritizing pipe repair and
replacement.
Excel spreadsheet of
criticality criteria.
40
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Surface Water
Utility System
Plan Update
Project ID: XX
Stormwater Management Action Plan (NPDES
Phase II Permit S5.C.1.d)
Preliminary Level of Effort: 600 hrs.
Project Description:
The objective of this project is to meet the August 2019 NPDES Phase II MS4 Permit condition S5.C.1.d which
requires the City to develop a Stormwater Management Action Plan for a high priority watershed.
The scope of this project includes (1) developing an inventory of the watersheds within the City’s jurisdiction
assess beneficial uses and stormwater management influences, (2) watershed and receiving water
prioritization, and (3) development of a Stormwater Management Action Plan for the high priority watershed.
Benefits:
• Compliance with state and federal
regulations
• Strategic planning for water quality
management
• Protection of receiving waters within
the City’s jurisdiction.
• Development of CIP projects that are
good candidates for Ecology funding
Challenges:
• Coordinating City land management and development
strategies to improve water quality.
• Differentiating beneficial uses and stormwater
management influences to select high priority
watersheds.
Assumptions and Considerations:
The following are assumptions and considerations for the City to develop and implement development of a
Stormwater Management Action Plan to meet Condition S5.C.1.d in the NPDES Phase II MS4 Permit.
• The City has an existing inventory of its watersheds including GIS mapping and basic characteristics
including size and area within the City of Renton that discharges to the waterbody.
• Ecology’s guidance document, “Stormwater Management Action Planning Guidance- Phase I and
Western Washington Phase II Municipal Stormwater Permits,” Publication 19-10-010, dated August
2019 will be used by the City for reference on how to develop and implement the Stormwater
Management Action Plan.
• No new data will be collected to conduct the analysis to support development of a Stormwater
Management Action Plan. Existing water quality and designated use data may include water quality data
collected from previous studies, basin analyses, and publicly available electronic data such as Ecology’s
Water Quality Assessment
(https://apps.ecology.wa.gov/ApprovedWQA/UIApprovedSearch/ApprovedSearch.aspx and Washington
Department of Fish and Wildlife’s SalmonScape application (http://apps.wdfw.wa.gov/salmonscape/ ).
• Watershed inventory will include basic land cover data available from City GIS data, including but not
limited to the distribution of current zoning types (i.e., commercial, single-family, multi-family, open
space, etc.), predicted growth areas, impervious surface coverage, road length or right-of-way area,
length of stormwater pipes or conveyance network in the watershed, critical areas or otherwise
protected areas, and number and type of stormwater flow control and/or water quality treatment
facilities in the watershed.
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Recommendations:
The following tasks are needed to develop and implement the Stormwater Management Action Plan:
1. Using the City’s existing watershed inventory on GIS as a starting point, augment the watershed
inventory with data required by Condition S5.C .1.d.i. of the Permit. This task will include a map of the
watersheds and a table of data indicating the watershed name, area, percent of the area within
Renton’s jurisdiction, and description of existing conditions (water quality, habitat, stormwater
treatment, etc.), and potential stormwater management influence (i.e., response to protection,
restoration or stormwater investments). The inventory and brief description of the relative conditions of
the receiving waters and contributing areas must be submitted by March 31, 2022.
2. The watershed inventory developed in the Task 1 will be used to prioritize receiving waters based on the
potential benefit from implementation of stormwater facility retrofits, stormwater management
program actions, land/development management actions or other actions designed to improve
receiving water conditions in Renton. This task will involve developing criteria and a ranking process to
prioritize the watersheds in the inventory. The receiving water prioritization and documentation must
be complete by June 30, 2022.
3. This task involves development of the Stormwater Management Action Plan for the highest priority
watershed where the City has determined the greatest improvement and receiving water benefit may
be possible with stormwater management and/or land management actions. The Stormwater
Management Action Plan must be submitted by March 31, 2023. The Stormwater Management Action
Plan must include an integrated short- and long-term strategy for improving water quality and
designated uses in the selected watershed including operational (i.e., IDDE field screening, source
control, operations and maintenance inspections or enhanced maintenance), educational (i.e., targeted
public education and outreach), capital (i.e., stormwater retrofit or new stormwater facilities), and/or
policy/regulatory (i.e., land management and development strategies).
Planning Level Effort:
Task Description Deliverable Level of Effort
(hrs)
1. Develop a watershed
inventory, receiving
water assessment and
influence
Augment existing watershed
inventory with available data,
assess receiving water influence
based on analysis of existing data.
Table with watershed
inventory, receiving
water conditions and
influence, and map.
130
2. Prioritize watersheds Develop prioritization criteria and
ranking process and prioritize the
watersheds in the inventory.
Select high priority watershed for
Stormwater Management Action
Plan.
Document describing
ranking process and
rationale for selecting
high priority
watershed for SMAP.
70
3. Develop Stormwater
Management Action
Plan
Develop a plan describing
operational, capital, educational,
policy, and regulatory stormwater
management action strategies and
implementation schedule and
budget for improving water
quality in the high priority
watershed.
Stormwater
Management Action
Plan
400
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
Surface
Water Utility
System Plan
Update
Project ID: XX
Source Control Program for Existing Development
(NPDES Phase II Permit S5.C.8)
Preliminary Level of Effort: 1,900 hrs.
Project Description:
The objective of this project is to meet the August 2019 NPDES Phase II MS4 Permit condition S5.C.8 which
requires the City to implement a source control program that targets pollution-generating public and private
properties for inspection, implements source control measures, and enforces source control BMP regulations
if necessary.
The scope of this project includes (1) review of the City's existing code to determine if current code language is
adequate to meet the permit requirement and/or development of an ordinance or other enforceable
document that requires source control BMPs, (2) an inventory of public and private sites that have the
potential to generate pollutants to the City's MS4, (3) an inspection program for sites identified in the
inventory, (4) a progressive enforcement policy to require site compliance with stormwater requirements, and
(5) a source control staff training program.
Benefits:
• Compliance with state and federal
regulations
• Reduction in pollutants discharged
to the City’s MS4 system.
• Community building with local
businesses to reach City goal of
providing high quality customer
service while meeting service
demands.
Challenges:
• Coordination with existing business inspection programs
within the Utility and in other City departments to avoid
burdening businesses with multiple inspections.
• Enforcing site compliance with stormwater
requirements.
• Staffing new program.
• Widespread community belief that their businesses are
grandfathered into the regulations effective at the time
they were permitted
Assumptions and Considerations:
The following are assumptions and considerations for the City to implement a Source Control program to meet
the requirements of S5.C.8 in the NPDES Phase II MS4 Permit.
• This is a new program for the City; an additional staff person in the surface water engineering or
maintenance section will be needed to implement the program.
• Renton Municipal Code (RMC) 4-6-030. Section I adopts the 2016 King County Stormwater Pollution
Prevention Manual. This manual describes required best management practices (BMPs) and
maintenance activities for different types of business activities.
• RMC 4-6-030. Section J. Discharge Prohibition describes illicit and allowable discharges to the MS4 and
procedures that must occur after a business or other entity is found in violation of this code section,
including implementation of source control or treatment BMPs. This section describes enforcement
procedures.
• Several jurisdictions in the region are implementing successful source control programs; those programs
can be used as a model or template for Renton’s incipient program. Examples include City of Kirkland,
City of Seattle, City of Shoreline, and Snohomish County.
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o The City of Kirkland includes an informative page on the City’s website that has links to references
and documents to assist businesses in implementation of source control measures on their
properties. It also describes what businesses can expect during a City site inspection. Kirkland
encourages good business practices by highlighting businesses that are implementing excellent
stormwater management BMPs or have made significant improvements.
o The City of Seattle links to a short informational video showing how to implement simple BMPs for a
typical automotive facility, for which the video spokesperson is the shop owner.
o The City of Shoreline offers assistance for business owners to implement BMPs at their sites,
providing small incentives for participation.
o Snohomish County Code Chapter 7.53 Water Pollution Control outlines escalating monetary
penalties for violations depending on the public health and environmental impacts of the violation,
willfulness or knowledge of the violation, responsiveness of the violator, and economic benefit
accrued by the person(s) responsible for the violation.
• City GIS and business license tracking systems will be used to map businesses included in the business
source control inspection inventory and track data. Data collection may occur using existing electronic
applications already used by the City in IDDE inspections or other field data collection efforts (e.g.
Cityworks). Alternatively, data could be collected with ArcGIS Collector, Survey123, or NPDES Pro. It is
recommended that a standardized electronic collection method is used that link to the database or
system where inspections are stored.
Recommendations:
The following tasks are needed to develop and implement a source control program:
1. Review existing code language and determine if revisions are needed or desired. Renton has an existing
code that adopts the 2016 King County Stormwater Pollution Prevention Manual and prohibits illicit
discharges to the MS4. The City may wish to enhance the code with additional enforcement language,
including monetary penalties, but the existing code provides for enforcement of violations. An
ordinance must be adopted and made effective by August 1, 2022.
2. An inventory of public and private sites will need to be developed based on the potential for site
activities to generate and discharge pollutants to the MS4. North American Industry Classification
System (NAICS) or Standard Industrial Code (SIC) business codes are useful to identify businesses that fit
the categories that align with activities in the 2016 King County Stormwater Pollution Prevention
Manual (i.e., vehicle repair and maintenance, woodcraft, landscaping, manufacturing, etc.). Additionally,
sites that are pollutant generating sources based on complaints must be included in the inventory
(Appendix 8 of Permit). The inventory should be geo-referenced and an ArcGIS coverage should be
developed that can be used in the collection of business inspection data by field personnel, either
electronically or on paper maps. Once developed the inventory will need to be updated as necessary to
ensure that the list is accurate and complete. The inventory must be done by August 1, 2022.
3. Develop and implement procedures for business inspection, data collection, data storage,
communications, business education, and tracking by January 1, 2023.
a. Send communication to all site owners/tenants/operators listed in the inventory to provide
information about the source control program including requirements for pollution prevention,
available resources, and City business inspections.
b. Create schedule for inspections. The permit requires a 20% inspection rate annually including 100%
of sites identified through credible complaints. The businesses should be prioritized for inspection
based on criteria determined during program set up.
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
c. Determine who is going to complete the inspections. Can this be done in conjunction with other
inspection duties? Does the site inventory align with site inventories for other purposes (i.e.,
stormwater facility inspection, IDDE program, FOG, aquifer protection, etc.)?
d. Develop standard operating procedures for business inspections, including pre-visit research,
communication protocols, standard educational materials and resources to provide, data collection
methods (electronic or paper checklists), number and types of photographs, and post-visit
completion and or follow-up if necessary. Ecology has an MS4 Source Control Business Inspection
Template available for use and the Business Inspection Group (BIG) will be developing a guidance
manual and training resources in the future (https://www.wastormwatercenter.org/business-
inspection-group-big).
e. Determine how the business inspection data will be stored and tracked, in CityWorks, GIS, Access
database, or other database systems?
4. Implement existing enforcement policy or develop a new progressive enforcement policy if the existing
policies aren’t working. The City’s existing code for prohibiting and eliminating illicit discharges and
connections to the MS4 relies on education and outreach, and written notice of violation first. Any
violation can also be declared a nuisance under RMC 1-3-3, which leads to escalating enforcement
measures. The City should review its current code and enforcement policies and evaluate whether
updates are necessary. Enforcement must be implemented by January 1, 2023.
5. Develop a training program for staff responsible for implementing the source control program, including
mentoring, on-line videos, ride-along opportunities with other jurisdictions, and other off-site training
specific to implementation of best management practices and inspection protocols.
Planning Level Effort:
Task Description Deliverable Level of Effort
(hrs)
1. Develop an
ordinance or
other enforceable
document
Review existing code language; revise,
if necessary.
Keep existing code,
or New ordinance
100
2. Establish
inventory of
public and private
sites
Use SIC/NAICS codes and complaint
database to develop site inventory
and database. Use GIS to map sites.
Database and map of
sites.
200 (initial effort)
40 per year,
maintenance
3. Develop and
implement
source control
program
Send initial communications to site
inventory list, develop standard
operating procedures, implement
initial program (20% of sites).
Educational
materials, standard
operating
procedures, tools for
inspections and
tracking.
1,200 + depending
on number of sites
in inventory
(Program set up
and 1st year)
4. Develop
progressive
enforcement
policy
Review existing enforcement policy;
evaluate different enforcement
options to determine if updates are
needed.
Updated or new
enforcement policy
300
5. Staff source
control training
Identify training materials and
methods, including on-line, off-site,
and mentoring or partnership
opportunities.
On-going staff
training and outreach
to inspectors from
other Cities
40 – 100 Depends
on number of staff
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
O SBORN C ONSULTING, I NC.
B ELLEVUE • S EATTLE • S POKANE
APPENDIX F
DRAINAGE COMPLAINTS
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton
Surface Water Utility System Plan
Drainage Complaint Data
From City of Renton Online GIS Database
July 1, 2020
Reference
Number Request Type Description Location Parcel ID Status Category Closed Date
2015091701 Flooding
New property owner objects to discharge from
neighboring detention vault onto his property. Ref
Claim #CL-15-053 12420 SE Petrovitsky Rd 07393000035 Open Maintenance
2015101201 Flooding
Paving for SFR remodel causes sheet flow to miss cb
in ROW 1326 Beacon Way S 7221400001 Open
2015120801 Flooding
Localized flooding of yard due to overtopping of
Madsen Creek channel.14937 Maple Valley Hwy 2323059118 Open Other
2016102001 Flooding
Street runoff from S 19th crosses Morris runs down
drive during heavy rain events 1823 Morris Ave S 7222000352 Open
2016102002 Flooding
InvestigateFlooding/Channel obstruction under
SR169, DS Wonderland Est.SR169/150th Ave SE Open Maintenance
2016103101 Flooding
KC Resident Referred to City - Flooding of street
ditch. Madsen Creek ds flow obstruct.15202 149th Ave SE 2323059010 Open Maintenance
2017020903 Flooding
Overtopping of cross property conveyance flooded
street 8024 S 132nd St 2144800476 Open Maintenance
2017031501 Flooding
Benson Woods wetland facility overtopping, runoff
across Village Gate Condos 111th Pl SE / SE 189th St 07433000090 Open Maintenance
2017020902 Flooding
Resident states water bubbles from storm system
during heavy events, crosses yard floods basement 10814 SE 166th St 0088000740 Open Maintenance
2017042601 Flooding
Per Maintenance, onsite flooding due to upstream
facility #111357 18504 112th Ave SE 3223059287 Open Maintenance
2017041801 Flooding
Street runoff flowing to backyard, no structure
flooding 16404 SE 143rd Pl 7695500320 Open Maintenance
Renton MaintenanceFlooding Four catch basins on the road (two on each side).1105 N 28th Pl Open
Known Drainage
Issue
Renton MaintenanceFlooding Beehive left of lower fire entrance of condos 1800 NE 40th St 3345700035 Open
Known Drainage
Issue
Renton MaintenanceFlooding Inlet to 48" CMP 4242 Jones Ave NE (on NE 43rd St)Open
Known Drainage
Issue
Renton MaintenanceFlooding Inlet - Check grate for dirt and vegetation 4348 Lincoln Ave NE 3345700005 Open
Known Drainage
Issue
Renton MaintenanceFlooding
Four inlet pipes to a vault under the roadway (RW3
key required for access to the pond)12 Seahawks Way Open
Known Drainage
Issue
Renton MaintenanceFlooding Trash rack inlet for a stream 201 Taylor Ave NW 2144800876 Open
Known Drainage
Issue
Renton MaintenanceFlooding
Off pipeline road directly next to tiffany park. It is a
trash rack inlet for a stream.15657 123rd Ave Se Open
Known Drainage
Issue
Renton MaintenanceFlooding Trash rack to the east of jack in the box. 4810 NE 4th Open
Known Drainage
Issue
Renton MaintenanceFlooding Clean cross tubes and ditches 14111 SE May Valley Rd Open
Known Drainage
Issue
Renton MaintenanceFlooding
Storm pond inlets. Inlets are behind the pond to the
left. There is a trail leading directly to them.NE 2nd Pl and Field Ave NE. 1523059227 Open
Known Drainage
Issue
Renton MaintenanceFlooding Wetland outfall. Watch for big debris.Across from 483 Duvall Ave NE 086970TR-A Open
Known Drainage
Issue
Renton MaintenanceFlooding
Inlet to honey creek system on Duvall Ave NE. SW
corner of parking lot.4715 Sunset Blvd NE Open
Known Drainage
Issue
Renton MaintenanceFlooding
Wetland/ 3 Chambers. Chamber one inlet and outfall
(shore gate control in manhole)682 Vashon PL NE 6403500650 Open
Known Drainage
Issue
Renton MaintenanceFlooding Trash rack directly behind sidewalk and mailboxes.Between 15619 & 15705 SE 157th St Open
Known Drainage
Issue
Renton MaintenanceFlooding Trash rack inlet surrounded by chain link fencing. 1235 S 36th St Open
Known Drainage
Issue
Renton MaintenanceFlooding
Inlet pipe line is directly to the north of the clarion
hotel. Be extremely cautious during heavy rain, heavy
flow and will suck anything into the pipe.3700 East Valley Rd 3023059117 Open
Known Drainage
Issue
Renton MaintenanceFlooding
When entering eagle ridge stay to the right. Follow
gravel road past the gate to the end. Follow trail at
the end of the road.1300 S Eagle Ridge Dr.Open
Known Drainage
Issue
Renton MaintenanceFlooding
Six inch bee hive on the south side of the road,
directly to the east of the bus turn around.Royal Hills Dr Open
Known Drainage
Issue
2018112801 Flooding
Driveway/Garage flooding from street runoff during
heavy rain events 515 S 38th Ct 8558600195 Open
0914201801 Flooding 13928 156th ave SE Renton,WA 98059 0914201801 Open Private
11272018 Flooding flooded their garage , caused by leaves 1749 Jones Dr 7399000020 Open Private
2019012401 Flooding Runoff from site ponding reported to flow to ROW 198240106th Ave SE 0087000250 Open Private
2016092201 Flooding
Resident approached volunteer and described
flooding at street cb during heavy events Jones AVE NE ROW at NE 23rd Closed Maintenance
2017031301 Flooding
Citizen reported overtopping of private street cb
running crx sidewalk.NE 23rd St / Jones Ave NE Closed Private
2017020904 Flooding
Properties flooded by runoff from Toalson Prop:
2017020903 8225, 8231 S 132nd St 2144800535, 525 Closed Private
2010090801 Flooding 421 UnionSystem 0923059050
2010010401 Flooding 3108SE6th_WardDC 5126400150
2013082001 Flooding 1326 Beacon Way S 7221400001
Page 1 of 6
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton
Surface Water Utility System Plan
Drainage Complaint Data
From City of Renton Online GIS Database
July 1, 2020
Reference
Number Request Type Description Location Parcel ID Status Category Closed Date
2013110401 Flooding Victora Hills/Montclaire 889870TR-C
2012010501 Flooding Bank of America Drive Thru 7231502271
KC-1996-1662 Flooding SEE 96-0438 17418 108TH AVE SE 2923059072 King County
2019012401 Flooding Flashwater and debris running into the road 17013 106th Ave SE
2013041201 Flooding
Street Runoff flooding driveway during heavy rain
events 9215 S 198th St 7941000200 Closed Maintenance 5/1/2013
2013090601 Flooding
Street Runoff flooding driveway during heavy rain
events 10810 SE 182nd St 0741100020 Closed Other 9/13/2013
2013061201 Flooding
Sheet flow from street runs onto property - no
curb/gutter 19251 106th Ave SE 0522059312 Closed Private 6/17/2013
2013080501 Flooding Discharge from unknown source flooding property 15805 140th Ct SE 5104450820 Closed Maintenance 8/1/2014
2013083001 Flooding Street Runoff flooded property during Aug 29 event 900 Kirkland Ave NE 8074400115 Closed
Capital Improment
Project 10/1/2013
2013090301 Flooding CB surcharged flooding front yard in 8/29 event 1741 Jones Dr SE 7399000020 Closed Maintenance 10/1/2013
2013093001 Flooding
Runoff from alley & adj construction site flooding
back yard 3318 Lake Washington Blvd N 3342100036 Closed Other 10/2/2013
2013100101 Flooding Ditch and front yard flooding during recent events 10833 SE 173rd St 1626800055 Closed Maintenance 10/4/2013
2014062501 Flooding Plugged drain line from property running into street 5024 Lake Washington Blvd NE 3343300862 Closed Private 7/15/2014
2013120201 Flooding
Alley runoff flooding back yard of residenct.
Conveyance condition and path not known.1110 N 27th Pl 1644500390 Closed Maintenance 10/22/2014
2014102001 Flooding
Resubmitttal of 2013 DC, Resident requesting CB
north of driveway to attach site drain system.19250 106th Ave SE 0522059312 Closed Maintenance 10/23/2014
2014103101 Flooding
EMail to CED - Water Pooling in backyard of
residence. Res says old KC drainage project a factor.17020 108th Ave SE 2923059052 Closed Other 6/1/2015
2014112601 Flooding
Catch basin surcharges in heavy rain events. Onsite
roof & area drain tied into cb, site flooding.95 Burnett Ave S 0007200148 Closed Private 12/15/2014
2013112601 Flooding
Church school building flooded during heavy events,
concern that Water facility runoff a factor.15509 116th Ave SE 2023059067 Closed Private 11/27/2013
2014121501 Flooding
Ref. DC 2013112601_Site/Structure flooding during
heavy rain events 15509 116th Ave SE 2023059067 Closed Private 9/1/2015
2015012901 Flooding
Flooding on north property line, concerns of
neighboring property runoff/grading issues 2202 Jones Ave NE 334903611 Closed Private 2/4/2015
2015012902 Flooding
No Immed. flooding issues - Resident requested
information on system in street. Concern of
potential flooding from street system.19721 92nd Ave S 0622059047 Closed Maintenance 1/30/2015
2015020901 Flooding
Site Runoff, Sewer Issues - Source of downhill
flooding on Neimi property 10817 SE 170th St 2923059144 Closed Private 7/15/2015
2015030401 Flooding
Resident call to investigate increased water level in
backyard 2012 Shattuck Ave S 7222000184 Closed Private 4/1/2015
2015031901 Flooding
Pond on adjacent property overtops, floods
neighbors and roadway 17616 116th Ave SE 6196600040 Closed Private 3/23/2015
2014120501 Flooding Duvall Place ditchline overtopping, sedimentation.723 Duvall Pl 6649500170 Closed Maintenance 6/1/2015
2015073101 Flooding
Resident stated that drainage system at RR overflows
during heavy events, flooding garage 3223 Mountain View Ave N 3342103775 Closed Private 12/1/2016
2015121401 Flooding
Site flooding during heavy events. Contractor hired,
questions outfall to wetland.12000 SE Petrovitsky 0739000066 Closed Private 12/21/2015
2015120901 Flooding
On site structure overtopping, investigate structure
and drainage 1610/1614 Lake Youngs Way SE 8645510500 Closed Private 12/30/2015
2015121601 Flooding
Email - res. describes recurring drainage issues from
street runoff, basement drain surcharge 1603 Davis Ave S 3340401265 Closed Private 1/7/2016
2015123001 Flooding
Resident has recurring water accum. in crawlspace.
Asked for tech. assistance 10311 SE 185th Pl 9476000070 Closed Private 1/6/2016
2016012601 Flooding
Flooding of daylight basement during heavy rain
events.4434 NE 23rd Ct 2787720140 Closed Private 1/27/2016
2016012201 Flooding
Onsite flooding, owner feels adjacent construction is
issue.1101 Lake Washington Blvd N (920?) 0823059178 Closed Private 1/29/2016
2015120802 Flooding
Flooding in ROW during heavy rain events, NE of
intersection and South side of Sunset NE Sunset / Anacortes Ave NE Closed Maintenance 3/8/2016
2016032401 Flooding
Water under home, customer concerned of ROW
runoff.375 Union Ave SE #198 1623059022 Closed Private 3/31/2016
2016041901 Flooding
Resident is concerned about high runoff in driveway
during rain events.6704 SE 8th St 1423059030 Closed Private 5/1/2016
2016070601 Flooding
Owner was contacted by attorney re: 3318 LWB
property receiving runoff.3315 Burnett Ave N 3342100032 Closed Other 7/13/2016
2016080201 Flooding
Storm System Surcharge in heavy rain placing
sand/silt 15711 SE 157th St / Summerfield 8856920170 Closed Maintenance 8/4/2016
Page 2 of 6
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton
Surface Water Utility System Plan
Drainage Complaint Data
From City of Renton Online GIS Database
July 1, 2020
Reference
Number Request Type Description Location Parcel ID Status Category Closed Date
2016101401 Flooding
System surcharged at structure, flowed to residential
property.Victoria Hills/Montclaire 3376750000 Closed Maintenance 10/21/2016
2017020901 Flooding
Water Ponding in SW corner of lawn. Ongoing
problem, appears larger since new construction to
east.11323 SE 180th Pl 0511700070 Closed Maintenance 3/31/2017
2017030201 Flooding
Backyard Flooding, resident requested visit to
investigate drainage options 12762 SE 164th St 1432900150 Closed Private 3/3/2017
2017033101 Flooding
Flooding of private roadway, visited site - private
drain issue 122nd Pl SE Private Drive 3323059079 Closed Private 5/3/2017
2017040601 Flooding Res submitted ERTS re: backyard flooding 522 Pasco Pl NE 9477940040 Closed Private 4/6/2017
2017041901 Flooding
FYI Only, Property OCL - Owner concerned of access
due to flooding of Soos Creek 3323059053 Closed Private 4/20/2017
2017050501 Flooding Building flooding during 100yr rain event 95 Burnett Ave S 0007200072,0148 Closed
Capital Improment
Project 6/15/2017
2017050901 Flooding
Res. inquired about connection to public storm
system 4611 NE 17th Pl 5169700136 Closed Private 5/22/2017
2017050401 Flooding Debris blocking culvert end 9403 s 192nd St 0622059051 Closed Maintenance 5/4/2017
2017050402 Flooding Debris blocking culvert end.16404 111th Ave SE 0088000442 Closed Maintenance 5/4/2017
2017050403 Flooding
Water ran down NE 14th onto property during 100yr
event 1401 Jones Ave Ne 3344500045 Closed Maintenance 5/4/2017
2017050404 Flooding
debris covered grate causing water/debris to run
down NE 43rd 4348 Lincoln Ave NE 3345700005 Closed Maintenance 5/4/2017
2017050405 Flooding Flooding over road at RR underpass Hardie Ave Underpass Closed Maintenance 5/4/2017
2017050406 Flooding Flooding intersection - 100yr event Park Ave N Closed Maintenance 5/4/2017
2017050407 Flooding Standing Water in street - 100yr event ROW at 706 Shelton Ave NE Closed Maintenance 5/4/2017
2017050408 Flooding Flooding at intersections Wells/Williams & Grady Way Closed Maintenance 5/4/2017
2017052301 Flooding
Runoff from 156th Ave SE runs down driveway during
heavy events.13615 156th Ave SE 1463400047 Closed Private 6/9/2017
2017051901 Flooding
Possible street runoff flooding at base of driveway
during heavy events 16522 108th Ave SE 0088000721 Closed Maintenance 6/1/2017
KC-1991-0290 Flooding DITCH MAINTENANCE/NEW DEVELOPEMENT 17023 106TH AV SE 0087000203 King County 6/22/1991
KC-1984-0096 Flooding 16638 106TH AVE SE 0087000235 King County 6/4/1984
KC-1989-0268 Flooding FLOODING OF FIELD/DITCH MAINT 16638 106TH AVE SE 0087000235 King County 5/25/1989
KC-1986-1296 Flooding BASEMENT FLOODING 16623 BENSON RD SE 0087000332 King County 7/3/1987
KC-1975-0132 Flooding BASEMENT 11433 SE 164TH ST 0088000341 King County 11/12/1975
KC-1975-0150 Flooding 111TH AVE SE/168TH ST 16650 111TH AVE SE 0088000426 King County 2/12/1975
KC-1984-0085 Flooding TO CODE ENF.10908 SE 164TH ST 0088000870 King County 8/8/1984
KC-1984-0085 Flooding TO CODE ENF.10908 SE 164TH AVE 0088000870 King County 10/29/1984
KC-1982-0030 Flooding CO RD CULVERT 9630 138TH AVE SE 0323059164 King County 12/30/1982
KC-1981-0094 Flooding INADEQUATE RD DRNG 10404 SE 194TH PL 0522059006 King County 2/18/1981
KC-1997-0054 Flooding GROUNDWATER FROM NEIGHBOR 13660 143RD AVE SE 0593400070 King County 1/13/1997
KC-1995-0649 Flooding BRODKA/WORELY DISPUTE 12602 SE PETROVISKY RD 0739000025 King County 8/14/1995
KC-1996-2050 Flooding NAT CHAL SEDIMENT IMPACT CIP PROJ???12601 SE PETROVITSKY RD 0739000105 King County 2/14/1997
KC-1991-0852 Flooding WATER FROM BANK 12615 SE PETROVISKY RD 0739000115 King County 8/14/1991
KC-1991-0852 Flooding WATER FROM BANK 12615 SE PETROVISKY RD 0739000115 King County 11/19/1992
KC-1998-0546 Flooding SHEET FLOW FROM ROAD HIGH INTENSITY ST 10810 SE 182ND ST 0741100020 King County 8/26/1998
KC-1987-0255 Flooding STANDING WATER & MUD 14639 SE 132ND ST 0847100060 King County 4/14/1987
KC-1990-0209 Flooding DITCH OVERFLOW/STORM EVENT 14639 SE 132ND ST 0847100060 King County 2/16/1990
KC-1983-0353 Flooding 13224 144TH AVE SE 0847100073 King County 2/16/1983
KC-1989-0776 Flooding FILLING OF LOT BEHIND/FLOODED CRAWLSPAC 11644 142ND AVE SE 1023059060 King County 2/23/1990
KC-1991-0339 Flooding PIPE OF PRIVATE DITCH 11212 137TH AVE SE 1023059173 King County 3/29/1991
KC-1996-0552 Flooding FLOODING FROM VANDALIZED FIRE HYDRANT 11615 148TH AVE SE 1023059353 King County 4/9/1996
KC-1996-0185 Flooding WATER MISSES CB, PIPE DAMAGE 11625 148TH AVE SE 1023059354 King County 2/27/1996
KC-1997-0194 Flooding SUMP PMP DISCHARGE WATER ON ROAD 11924 SE 161ST ST 1423400070 King County 2/14/1997
KC-1996-0218 Flooding ADJ PROPERTY IMPROV IMPACT PVT PROP 16131 120TH AVE SE 1423400175 King County 3/15/1996
KC-1981-0217 Flooding CASCADE AREA 16743 126TH AVE SE 1423600170 King County 6/10/1981
KC-1984-0247 Flooding FRONT YARD 11613 SE 164TH ST 1423700610 King County 6/21/1984
KC-1990-0304 Flooding RAIN FROM HILLSIDE/STORM 16623 116TH PL SE 1423700910 King County 3/16/1990
KC-1996-0282 Flooding STORM EVENT COMMERCIAL PROP FLOODING 11626 SE 168TH ST 1423700941 King County 12/17/1997
KC-1996-0094 Flooding WATER OVERSIDEWALK FROM PVT PROP 12103 SE 164TH ST 1423801090 King County 3/15/1996
KC-1996-0094 Flooding WATER OVERSIDEWALK FROM PVT PROP 12103 SE 164TH ST 1423801090 King County 4/18/1996
KC-1991-0170 Flooding WATER IN BASEMENT 12109 SE 164TH ST 1423900010 King County 3/16/1991
KC-1983-0422 Flooding 12206 SE 167TH ST 1423900980 King County 3/8/1983
KC-1983-0380 Flooding IN CRAWL SPACE 16618 127TH AVE SE 1423910310 King County 5/5/1983
KC-1997-0053 Flooding GNDWATER FROM NEIGHBOR 16425 128TH AVE SE 1423910570 King County 1/13/1997
KC-1989-0051 Flooding PONDING IN BACKYARD 17121 125TH AVE SE 1432400090 King County 3/8/1989
KC-1996-0679 Flooding IMPACT TO PVT PROPERTY FROM UNMAINT DRG 12031 SE 170TH PL 1432401095 King County 3/15/1996
KC-1984-0302 Flooding 12129 SE 172ND ST 1432401115 King County 5/23/1984
KC-1986-02B4 Flooding FLOODED LOT 12137 SE 172ND ST 1432401120 King County 4/29/1986
KC-1982-0342 Flooding CASCADE VISTA 15779 119TH PL SE 1432600335 King County 1/27/1982
KC-1982-0476 Flooding CASCADE VISTA #2 AREA 15779 119TH PL SE 1432600335 King County 1/27/1982
KC-1982-0522 Flooding SEEPAGE/SUMP-PUMP/DRNG DITCH 11702 SE 157TH ST 1432600670 King County 6/7/1982
KC-1987-0433 Flooding @ FAIRWOOD CRAWL SPACE WET 12716 SE 164TH ST 1432900210 King County 4/25/1987
KC-1995-1116 Flooding APPARENT GROUND WATER PROBLEM.16128 128TH AVE SE 1432900300 King County 1/12/1996
KC-1996-2042 Flooding GROUND WATER IMPACT PVT PROP 16134 128TH AVE SE 1432900310 King County 1/3/1997
KC-1996-0540 Flooding INADEQUATE PVT DRNG SYS IMPACT PVT PROP 16308 126TH AVE SE 1433100200 King County 3/21/1996
KC-1996-0540 Flooding INADEQUATE PVT DRNG SYS IMPACT PVT PROP 16308 126TH AVE SE 1433100200 King County 5/20/1996
KC-1996-0540 Flooding INADEQUATE PVT DRNG SYS IMPACT PVT PROP 16308 126TH AVE SE 1433100200 King County 12/31/1997
Page 3 of 6
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton
Surface Water Utility System Plan
Drainage Complaint Data
From City of Renton Online GIS Database
July 1, 2020
Reference
Number Request Type Description Location Parcel ID Status Category Closed Date
KC-1996-0221 Flooding STORM EVENT FLOODING DUE TO STORM 16316 127TH AVE SE 1433100320 King County 3/7/1996
KC-1996-0713 Flooding PVT PROP FLOODING FROM INADEQUATE DRNG 16316 127TH AVE SE 1433100320 King County 3/26/1996
KC-1997-1081 Flooding NEIGHBORHOOD DRNG PROB COST PROHIBITIVE 16316 127TH AVE SE 1433100320 King County 7/3/1997
KC-1991-1100 Flooding IN YARD AND PLAYGROUND 12512 SE 164TH PL 1433200040 King County 11/1/1991
KC-1990-1623 Flooding @ R/D FACILITY SEEPING WATER 13611 SE 116TH ST 1437650230 King County 6/21/1991
KC-1997-0203 Flooding OVERFLOW FROM D/W CULV IMPACT PVT PROP 14028 160TH AVE SE 1457500105 King County 2/11/1997
KC-1997-0423 Flooding ROADSIDE DITCH OVERFLOW-160TH AVE SE 14028 160TH AVE SE 1457500105 King County 12/18/1997
KC-1990-1539 Flooding RAVINE ERODING/FULL 14231 SE 138TH ST 1523059059 King County 1/19/1991
KC-1986-0707 Flooding 13837 SE 128TH ST 1523059112 King County 8/7/1986
KC-1987-0445 Flooding FILLING OF LOT 13837 SE 128TH ST 1523059112 King County 4/15/1987
KC-1987-0445 Flooding SEE 86-03A4 PENTON. 87-0707 13837 SE 128TH ST 1523059112 King County 9/26/1987
KC-1982-0189 Flooding 10830 SE 173RD ST 1626800020 King County 2/18/1982
KC-2000-0094 Flooding GROUNDWATER SURFACING ON PVT PROP 7855 S 130TH ST 2144800334 King County 7/24/2001
KC-2000-0094 Flooding GROUNDWATER SURFACING ON PVT PROP 7855 S 130TH ST 2144800334 King County 7/24/2001
KC-1987-0641 Flooding IN BSMT 87-0596 VAN MECHELEN 8054 S 132ND ST 2144800460 King County 6/7/1987
KC-1987-0821 Flooding SKYWAY/RENTON AVE S WIDENING 8044 S 132ND ST 2144800466 King County 7/25/1987
KC-1986-0105 Flooding TO RD COORD 2/11 8223 S 132ND ST 2144800525 King County 3/24/1986
KC-1990-0589 Flooding /CLEVENGER STORM EVENT 16405 SE MAPLE VALLEY HW 2323059029 King County 3/23/1990
KC-1990-0692 Flooding CL#12942 WONDERLAND MOBILE PK DUE OCT 15277 BIRCH DR 2323059029 King County 12/11/1990
KC-1997-0263 Flooding HIGH GROUNDWATER TABLE BASEMENT FLOODED 16117 131ST PL SE 2473380310 King County 1/27/1997
KC-1984-0094 Flooding 18814 110TH CT SE 2698200160 King County 6/6/1984
KC-1982-0566 Flooding 17004 113TH AVE SE 2892700020 King County 3/22/1982
KC-1996-1236 Flooding APPARENT IMPACT TO PVT PROP OPEN NDAP??17023 113TH AVE SE 2892700120 King County 8/8/1996
KC-1996-1236 Flooding APPARENT IMPACT TO PVT PROP OPEN NDAP??17023 113TH AVE SE 2892700120 King County 12/13/1996
KC-1995-0855 Flooding BUILDING FLOODED FROM BLOCKED D/S 17418 108TH AVE SE 2923059072 King County 10/27/1995
KC-1996-0438 Flooding OFFSITE FLOW IMPACTING CHURCH PROPERTY 17418 108TH AVE SE 2923059072 King County 3/15/1996
KC-1996-0438 Flooding OFFSITE FLOW IMPACTING CHURCH PROPERTY 17418 108TH AVE SE 2923059072 King County 7/14/1998
KC-1996-0438 Flooding OFFSITE FLOW IMPACTING CHURCH PROPERTY 17418 108TH AVE SE 2923059072 King County 10/2/1997
KC-1996-1662 Flooding SHEET FLOW FROM PARKING SEE 960438 17418 108TH AVE SE 2923059072 King County 9/26/1996
KC-1996-1662 Flooding SEE 96-0438: COMPLAINANT WITHDREW CMPLT 17418 108TH AVE SE 2923059072 King County 10/17/1996
KC-1994-0933 Flooding OPEN CHANNEL PVT PROP NO EASEMENTS 10406 SE 174TH ST 2923059151 King County 1/13/1995
KC-1984-0088 Flooding CULVERTS BLOCKED 17041 104TH AVE SE 2923059161 King County 6/6/1984
KC-1989-0002 Flooding WET YARDAND DRIVEWAY 7601 S 135TH ST 2988800121 King County 1/20/1989
KC-1995-0214 Flooding 7601+ S 135TH ST 2988800121 King County 3/7/1995
KC-1995-0214 Flooding ROAD RUNOFF DOWN DRIVEWAY FLOODS BSMT 7601+ S 135TH ST 2988800121 King County 5/1/1995
KC-1995-0214 Flooding ROAD RUNOFF DOWN DRIVEWAY FLOODS BSMT 7601+ S 135TH ST 2988800121 King County 5/1/1995
KC-1989-0563 Flooding NEW PLAT ROAD WATER FLOWING OVER ROAD 3211 TALBOT RD S 3023059019 King County 11/28/1989
KC-1991-0929 Flooding DITCH BY PRIVATE DRIVEWAY 17024 SPRINGBROOK RD S 3023059041 King County 8/28/1991
KC-1991-0929 Flooding TO CIP 17024 SPRINGBROOK RD S 3023059041 King County 12/24/1992
KC-1982-0224 Flooding CASCADE VISTA 11325 SE 176TH ST 3223059005 King County 12/21/1982
KC-1994-0995 Flooding OBSTRUCTED FLOW BY FREDRICK'S PLACE ??18616 102ND AVE SE 3223059085 King County 3/13/1995
KC-1991-0196 Flooding 18425 112TH AVE SE 3223059195 King County 4/6/1991
KC-1991-0196 Flooding NOT NDAP 18425 112TH AVE SE 3223059195 King County 12/8/1992
KC-1990-1530 Flooding 18427 112TH AVE SE 3223059196 King County 11/27/1990
KC-1990-1531 Flooding 18427 112TH AVE SE 3223059196 King County 11/27/1990
KC-1987-1145 Flooding PIPE TO HIGH FOR POND 18850 103RD CT SE 3223059231 King County 4/14/1987
KC-1988-0220 Flooding R/D POND IS FLOODING PROPERTY 18862 103RD CT SE 3223059251 King County 6/9/1988
KC-1990-0709 Flooding CL#12959 SEE CL#13224 DUE DECEMBER 18504 112TH AVE SE 3223059287 King County 12/26/1990
KC-1997-0084 Flooding UNDER CONST R/D POND 18504 112TH AVE SE 3223059287 King County 2/5/1997
KC-2000-0013 Flooding PVT PROPERTY FLOODING NEW SFR CONTRIBUT 18851 103RD CT SE 3223059314 King County 12/11/2002
KC-1991-0817 Flooding R/D POND BACKUP 18851 103RD CT SE 3223059314 King County 7/26/1991
KC-2000-0013 Flooding
PVT PROPERTY FLOODING NEW SFR CONTRIBUTE.
OWNER DECLINED OPTIONS TO REPLACE HIS PUMP
SYSTEM.18851 103RD CT SE 3223059314 King County 12/11/2002
KC-1988-0193 Flooding SPRINGBROOK AREA 19030 102ND AVE SE 3223059327 King County 4/4/1988
KC-1986-1047 Flooding TO SMALL OF PIPE 17665 111TH AVE SE 3276200230 King County 12/1/1986
KC-1987-0409 Flooding INADEQUATE DRNG/PLUGGED 86-1047 17665 111TH AVE SE 3276200230 King County 5/11/1987
KC-1991-1087 Flooding LACK OF DRNG/NEW HOUSES 18216 124TH AVE SE 3323059069 King County 10/29/1991
KC-1991-0031 Flooding STORM EVENT/NO DITCH PONDING 18217 124TH AVE SE 3323059094 King County 6/18/1991
KC-1987-1026 Flooding KENNYDALE CLEARING OF LAND 11030 SE 76TH ST 3343300842 King County 10/25/1987
KC-1990-0225 Flooding STORM 5121 RIPLEY LN N 3343302870 King County 1/28/1990
KC-1990-0719 Flooding BACK UP FROM PIPES/90-225,1077 5121 RIPLEY LN N 3343302870 King County 4/17/1990
KC-1982-0183 Flooding 10034 SE 190TH ST 3388320040 King County 4/26/1982
KC-1987-0314 Flooding ROAD CULVERT DISCHARGE ON PROPERTY 10028 SE 190TH ST 3388320050 King County 3/18/1987
KC-1997-0173 Flooding RUDELLS FLOODING D90914 18304 108TH PL SE 5089700480 King County 1/28/1997
KC-1990-1187 Flooding CL#13430 FLOODED HOUSE 13932 SE 155TH PL 5104450160 King County 6/6/1991
KC-1997-0349 Flooding PONDING IN ROAD RIGHT-OF-WAY 138DD SE 156TH 5104450400 King County 2/7/1997
KC-1990-1602 Flooding MUD & WATER IN STREET FROM CONST 15805 140TH CT SE 5104450820 King County 1/25/1991
KC-1991-0080 Flooding WATER AND ICE ON SIDEWALK 14037 SE 159TH PL 5104451030 King County 3/9/1991
Page 4 of 6
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton
Surface Water Utility System Plan
Drainage Complaint Data
From City of Renton Online GIS Database
July 1, 2020
Reference
Number Request Type Description Location Parcel ID Status Category Closed Date
KC-1991-0080 Flooding RETAINING WALL /PONDING WATER 14037 SE 159TH PL 5104451030 King County 8/28/1992
KC-1987-0108 Flooding OH/TO PA FOR CM-07/19/87-MAPLEWOOD HTS 13419 SE 141ST ST 5127000200 King County 7/19/1987
KC-1996-2071 Flooding INADEQUATE CONVEYANCE OFFSITE FLOW 11828 SE 180TH ST 6196600543 King County 1/24/1997
KC-1996-2071 Flooding INADEQUATE CONVEYANCE OFFSITE FLOW 11828 SE 180TH ST 6196600543 King County 2/7/1997
KC-1984-0310 Flooding BENSON HILL AREA 18019 118TH AVE SE 6197200323 King County 4/9/1984
KC-1988-0238 Flooding NEW DRIVEWAY WILL IT FLOOD 18431 120TH AVE SE 6197800241 King County 6/18/1988
KC-1999-0602 Flooding APPARENT OVERFLOW OF ROAD DRNG 10426 SE 196TH ST 6388000040 King County 9/3/1999
KC-1991-0315 Flooding DIVERSION/CULVERT OVERFLOW 14011 SE 132ND 6928000020 King County 6/4/1991
KC-1991-0777 Flooding CCF# 591-39 NOT NDA PUGET COLONY 14103 SE 132ND ST 6928000050 King County 11/24/1992
KC-1991-0777 Flooding CCF# 591-39 14103 SE 132ND ST 6928000050 King County 6/5/1991
KC-1982-0341 Flooding 14005 SE 133RD ST 6928000170 King County 6/11/1982
KC-1990-0804 Flooding COMPLETION OF STUDY 14105 SE 133RD ST 6928000210 King County 9/18/1990
KC-1990-1511 Flooding CAPACITY OF PLAT DRNG 14105 SE 133RD ST 6928000210 King County 1/23/1993
KC-1997-0055 Flooding PUGET COLONY HOMES 14105 SE 133RD ST 6928000210 King County 1/13/1997
KC-1997-0055 Flooding PUGET COLONY HOMES 14105 SE 133RD ST 6928000210 King County 5/8/1997
KC-1997-0055 Flooding PUGET COLONY HOMES 14105 SE 133RD ST 6928000210 King County 1/30/1997
KC-1991-0885 Flooding CCF# SWM-0854/DRAINAGE IMPROVEMENTS 13405 142ND AVE SE 6928000400 King County 8/20/1991
KC-1987-0654 Flooding WATER UNDER HOUSE 17005 130TH AVE SE 7229200060 King County 6/20/1987
KC-1993-0724 Flooding FLOODING 13516 164TH AVE SE 7229700006 King County 10/25/1993
KC-1993-0724 Flooding FLOODING IN WETLAND ON PROPERTY 13516 164TH AVE SE 7229700006 King County 1/18/1995
KC-1997-0206 Flooding OFFSITE FLOW IMPACTING PRIVATE PROP 16046 SE 142ND PL 7253700110 King County 2/11/1997
KC-1997-0206 Flooding OFFSITE FLOW IMPACTING PRIVATE PROP 16046 SE 142ND PL 7253700110 King County 10/29/1997
KC-1997-0206 Flooding OFFSITE FLOW IMPACTING PRIVATE PROP 16046 SE 142ND PL 7253700110 King County 9/10/1997
KC-1983-0197 Flooding 17811 97TH AVE S 7616800150 King County 3/30/1983
KC-1999-0230 Flooding 17811 97TH AVE S 7616800150 King County 6/30/1999
KC-1986-0103 Flooding TO B.A.L.D.14220 164TH AVE SE 7695500330 King County 2/19/1986
KC-1996-1724 Flooding OFFSITE FLOW IMPACTING PVT PROP 14206 164TH AVE SE 7695500360 King County 10/18/1996
KC-1984-0013 Flooding 12864 SE 102ND ST 7788400185 King County 2/29/1984
KC-1999-0657 Flooding ROADS CAUSING FLOODING SEE99-0608 17314 116TH AVE SE 7938400060 King County 9/20/1999
KC-1987-1109 Flooding WATER FROM UPHILL LOTS 19264 98TH AVE S 7941200130 King County 3/7/1988
KC-1982-0204 Flooding 17210 SPRINGBROOK RD S 8558600010 King County 4/19/1982
KC-1987-0518 Flooding SPRING GLEN/ROAD DRAINAGE 17223 98TH AVE S 8558600060 King County 6/7/1987
KC-1987-0415 Flooding YARD 87-0412 17224 98TH AVE S 8558600100 King County 4/15/1987
KC-1984-0104 Flooding 17420 98TH AVE S 8558600170 King County 3/23/1984
KC-1991-1028 Flooding CROSS PIPE SIZE OK 9623 S 175TH ST 8558600195 King County 10/1/1991
KC-1990-0776 Flooding SUMMERFIELD/CL#13011 15900 SE 156TH ST 8856890090 King County 7/19/1990
KC-1990-0869 Flooding CL#13063/SUMMERFIELD 15607 160TH CT SE 8856890180 King County 7/19/1990
KC-1990-0622 Flooding CL#12901 SUMMERFIELD 15613 160TH CT SE 8856890190 King County 7/19/1990
KC-1990-0708 Flooding SUMMERFIELD/CL#12952 15617 160TH CT SE 8856890200 King County 7/19/1990
KC-1990-0477 Flooding CL#12818 SUMMERFIELD 15621 160TH CT SE 8856890210 King County 7/19/1990
KC-1990-0476 Flooding CL#12816 SUMMERFIELD 15620 160TH CT SE 8856890220 King County 7/19/1990
KC-1990-0480 Flooding CL#12826 SUMMERFIELD 15610 160TH CT SE 8856890240 King County 7/19/1990
KC-1990-0654 Flooding CL#12920 /SUMMERFIELD 15604 160TH CT SE 8856890250 King County 7/19/1990
KC-1990-1128 Flooding MUDSLIDE CL#13375 16126 SE 156TH ST 8856890310 King County 10/4/1991
KC-1990-0598 Flooding CL#12874 & #12836 SUMMERFIELD 16104 SE 156TH ST 8856890350 King County 7/19/1990
KC-1994-0447 Flooding VALLEY FAIRE III SYSTEM NOT WORKING 15705 SE 157TH ST 8856920180 King County 7/29/1994
KC-1994-0447 Flooding VALLEY FAIRE 3 TIGHTLINE 15705 SE 157TH ST 8856920180 King County 12/16/1994
KC-1994-0447 Flooding VALLEY FAIRE III SYSTEM NOT WORKING 15705 SE 157TH ST 8856920180 King County 12/15/1994
KC-1993-0109 Flooding VALLEY FAIRE CRAWL SPACE 15533 156TH CT SE 8856920330 King County 2/25/1993
KC-1993-0109 Flooding YARD PONDING NOT NDA SINGLE PROP SOURCE 15533 156TH CT SE 8856920330 King County 4/2/1994
KC-1992-0078 Flooding 11208 SE 182ND ST 8906100070 King County 2/26/1992
KC-1992-0078 Flooding TO CIP 11208 SE 182ND ST 8906100070 King County 11/23/1992
KC-1995-0179 Flooding UNCONTROLLED FLOW OVER SIDEWALK 18618 106TH PL SE 8956500190 King County 3/1/1995
KC-1995-0179 Flooding GRNDWTR IMP TO S/W; WILL TIE TO DWNSPTS 18618 106TH PL SE 8956500190 King County 5/9/1995
KC-1982-0208 Flooding EROSION 11220 SE 186TH 9117000140 King County 9/27/1982
KC-1986-1166 Flooding STORM OVERFLOW 11202 SE 186TH ST 9117000160 King County 3/6/1987
KC-1986-1185 Flooding SEE: 86-1166 BRYANT, BILL 11202 SE 186TH ST 9117000160 King County 3/6/1987
KC-1987-0471 Flooding SPRING GLEN 86-1166,1185 11202 SE 186TH ST 9117000160 King County 4/26/1987
KC-1990-0141 Flooding POND OVERFLOW/90-0149,235,372/STORM EVE 18400 112TH AVE SE 9117000160 King County 2/5/1990
KC-1997-0085 Flooding RUDDELLS STUDY PROBLEM, CIP TO BE DONE 11202 SE 186TH ST 9117000160 King County 1/23/1997
KC-1990-0149 Flooding R/D POND OVERFLOW/ROBERT/ STORM EVENT 11202 SE 186TH ST 9117000160 King County 2/5/1990
KC-1990-0235 Flooding WATER IN BASEMENT/STORM/90-141,149,342 11202 SE 186TH ST 9117000160 King County 2/5/1990
KC-1990-0342 Flooding R/D POND/ROBERT/ STORM EVENT 11202 SE 186TH ST 9117000160 King County 2/5/1990
KC-1990-1061 Flooding CL#13224 SEE CL#12959 GARAGE FLOODED 11202 SE 186TH ST 9117000160 King County 12/26/1990
KC-1986-1190 Flooding BASEMENT GETTING WATER 11001 SE 186TH ST 9117100080 King County 3/6/1987
KC-1990-1186 Flooding MEMO/RUDDELLS STUDY TO PA 11044 SE 186TH ST 9117100290 King County 9/11/1992
KC-1996-0714 Flooding RUDDELL ADD 11044 SE 186TH ST 9117100290 King County 6/7/1996
KC-1991-0996 Flooding RUDDEL'S FIRST ADD STUDY 11056 SE 186TH ST 9117100310 King County 9/18/1991
KC-1990-1552 Flooding STORM EVENT /GIBBONS 15018 132ND AVE SE 9189700175 King County 12/8/1990
KC-1991-0099 Flooding MEMO TO PA 12602 SE PETROVITSKY 0739000020 King County 8/15/1991
KC-1994-1000 Flooding LACK OF CONVEYANCE THROUGH PVT PROP 11615 148TH AVE SE 1023059390 King County 1/10/1995
KC-1994-1000 Flooding LACK OF CONVEYANCE THROUGH PVT PROP 11615 148TH AVE SE 1023059390 King County 12/7/1995
KC-1994-1000 Flooding LACK OF CONVEYANCE THROUGH PVT PROP 11615 148TH AVE SE 1023059390 King County 3/22/1995
KC-1982-0520 Flooding 13612 160TH AVE SE 1457500085 King County 2/25/1982
KC-1996-2061 Flooding 14615 SE RENTON-MAPLE VALLEY HWY 2223059018 King County 2/4/1997
KC-1990-0274 Flooding R/D POND FLOODED/STORM 11022 SE 184TH PL 3223059302 King County 2/5/1990
KC-1981-0096 Flooding YARD 10836 SE 190TH ST 6623400031 King County 12/15/1981
Page 5 of 6
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
City of Renton
Surface Water Utility System Plan
Drainage Complaint Data
From City of Renton Online GIS Database
July 1, 2020
Reference
Number Request Type Description Location Parcel ID Status Category Closed Date
2017071901 Flooding Stormwater missing CB per customer 8805 S 132nd St 2144800885 Closed Maintenance 7/27/2017
2017122901 Flooding
Res. describes backyard flooding, possibly due to
neighbor 15823 130th Ave SE 2460700200 Closed Private 1/8/2018
2018020501 Flooding
Resident observed water running across sidewalk to
roadway.140th Way SE / north of SE 154th Pl Closed Maintenance 2/5/2018
2018012401 Flooding Resident has water in crawlspace and adjacent yard.1500 S 18th St, N101 7988500000 Closed Private 2/5/2018
2018021301 Flooding
Groundwater surcharging at crack in driveway,
running over walk.14055 SE 159th Pl 5104451070 Closed Private 5/1/2018
2018013101 Flooding
Followup to earlier drainage issue. Flooding of
parking lot due to overtopping or RR ditch.Houser Way Bypass 0823059026 Closed Maintenance 6/8/2018
Flooding Surface Water Drainage 140th way SE 2314301060 2/6/2018
2018041801 Flooding
Resident stated that the sidewalk and driveway filll
up with water 645 Shattuck Ave S, Renton 1823059134 Closed Other 4/18/2018
2018041001 Flooding
New resident inquired about tree removal in ROW.
Water pooling in yard.11050 SE 186th St 9117100300 Closed Private 4/26/2018
2018040501 Flooding
Site drainage flowing to neighboring property at 2219
NE 6th Ct 601 Bronson Pl NE, Renton 7227502505 Closed Private 4/27/2018
2018032601 Flooding
Water in backyard, concerns of runoff from
neighboring apartments 564 S 51st CT 8083350200 Closed Private 3/26/2018
1127291801 Flooding
flooding into a living room, caused by leaves. The
apartment is lower than the road and the water
topped the curb.200 Maple ave S 1127291801 11/28/2018
2019031501 Flooding Flow accumulated next the property 2104 Wells Ct S 5/3/2019
Page 6 of 6
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
O SBORN C ONSULTING, I NC.
B ELLEVUE • S EATTLE • S POKANE
APPENDIX G
CIP FACT SHEETS
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:5
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - - - - - 480 480 480 - 1,440
Project Management - - - - - 20 20 20 - 60
Major Maintenance 10,564 1,000 1,000 902 - - - - - 13,466
Land Acquisitions - - - - - - - - - -
Construction - - - - - - - - - -
Total Expenditures 10,564 1,000 1,000 902 - 500 500 500 - 14,966
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions 10,564 1,000 1,000 902 - 500 500 500 - 14,966
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees - - - - - - - - - -
Interest - - - - - - - - - -
Total Resources 10,564 1,000 1,000 902 - 500 500 500 - 14,966
Project Funding Status:
Secured 10,564 1,000 1,000 902 - - - - - 13,466
Anticipated*- - - - - 500 500 500 - 1,500
Total Project Funding 10,564 1,000 1,000 902 - 500 500 500 - 14,966
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
ESTIMATED
ESTIMATED
TOTAL
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Periodic maintenance dredging along the lower 1.23 mile of the Cedar River is necessary due to ongoing sediment transport and depositon. This project is a critical component of the Lower Cedar River Section 205 Flood
Hazard Reduction project which consisted of dredging and adding levees and floodwalls to the lower 1.23 miles of the river. This project was completed in 1998 in cooperation with the US Army Corps of Engineers (USACE).
Gravel removal from the lower 1.23 miles of the Cedar River maintains the 100-year level of protection offered by the levees and floodwalls and is a requirement of the Project Cooperation Agreement with the USACE. The
project is entirely funded by the King County Flood Control District. The project design, permitting and construction of the second dredging project was completed in 2016. The city is currently in the post-construction
mitigation phase through 2026, during which the City is required to maintain mitigation plantings, monitor habitat parameters and fish counts in the Elliot and Royal Hills habitat channels, and submit yearly reports to the
permitting agencies. The planning and design effort for the next maintenance dredge is anticipated to begin in 2024.
Rationale
This will provide funding for completing permitting, design, construction and mitigation work associated with the project and performing long-term monitoring, maintenance and reporting as required by the project permits.
This project supports the city's goals of economic development, public safety and quality of life.
Cedar River Gravel Removal (Maintenance Dredge) Project
Maintenance and Preservation
Previously Approved
Description and Scope
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:6
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design 822 350 300 50 - - - - - 1,522
Project Management - 20 20 20 20 20 20 20 - 140
Major Maintenance - - - - - 50 50 50 - 150
Land Acquisitions - - - - - - - - - -
Construction - - - 2,500 1,000 510 - - - 4,010
Total Expenditures 822 370 320 2,570 1,020 580 70 70 - 5,822
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions 822 370 320 2,570 1,020 580 70 70 - 5,822
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees - - - - - - - - - -
Interest - - - - - - - - - -
Total Resources 822 370 320 2,570 1,020 580 70 70 - 5,822
Project Funding Status:
Secured 822 370 320 2,570 1,020 580 70 70 - 5,822
Anticipated*- - - - - - - - - -
Total Project Funding 822 370 320 2,570 1,020 580 70 70 - 5,822
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Cedar River 205 Project Levee Recertification Project
Regulatory
Previously Approved
The U.S. Army Corps of Engineers originally certified the levees and floodwalls that were constructed as part of the Lower Cedar River Flood Hazard Reduction project in 1998. The U.S. Army Corps of Engineers has since
determined that their certification is no longer valid and that the city of Renton would need to re-certify the levees and floodwalls, if they are to be accredited by FEMA as providing 100-year flood protection for floodplain
mapping purposes. If the levees are not re-certified and accredited by FEMA, the properties behind the levees would have to be remapped to show they are in a floodplain. Phase 1 of the project was completed in 2016.
Phase 2 of the project to complete the re-certification documentation will be completed in 2018. Phase 3 of the project is currently in progress and it consists of the permitting, design and construction of the levee
improvements required for accreditation. Phase 3 is expected to be completed in 2023. Phase 4 will consist of any post-construction mitigation measures and monitoring effort, if any is imposed onto the project.
Rationale
The city has to prepare the re-certification information for approval by FEMA in order to have the levees and floodwall re-certified and accredited by FEMA. This project is in coordination with the city's goals of economic
development, public safety and quality of life.
TOTAL
Description and Scope
ESTIMATED
ESTIMATED
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:3
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design 475 120 30 141 - - - - - 766
Project Management - 20 20 15 - - - - - 55
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - 400 - - - - - - 400
Total Expenditures 475 140 450 156 - - - - - 1,221
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions 475 140 450 156 - - - - - 1,221
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees - - - - - - - - - -
Interest - - - - - - - - - -
Total Resources 475 140 450 156 - - - - - 1,221
Project Funding Status:
Secured 475 140 450 156 - - - - - 1,221
Anticipated*- - - - - - - - - -
Total Project Funding 475 140 450 156 - - - - - 1,221
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Madsen Creek Improvement Project
Maintenance and Preservation
Previously Approved
This project will address flooding problems associated with Madsen Creek, where it crosses SR-169 and discharges to the Cedar River. Flooding has occurred along SR-169 near Wonderland Estates Manufactured Home Park,
along 149th Avenue SE and in Ron Regis Park. The King County Flood Control District awarded the city a $472,000 flood reduction grant for hydrologic and hydraulic analysis, surveying, environmental analysis and preliminary
design to solve the flooding problems. The planning level effort was completed in March 2020. The design and construction of alternative solution elements idenfitied in the planning effort will be funded through a CIP grant
from the District in the amount of $615,000.
Rationale
This project will construct near-term and long-term improvements to reduce the risk of flooding from Madsen Creek onto adjacent properties. This project supports the city's goal of promoting public safety.
TOTAL
ESTIMATED
ESTIMATED
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:4
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design 314 100 - - - - - - - 414
Project Management - 15 - - - - - - - 15
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - 300 1,777 - - - - - - 2,077
Total Expenditures 314 415 1,777 - - - - - - 2,506
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions 266 215 1,777 - - - - - - 2,258
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees 42 200 - - - - - - - 242
Interest 6 - - - - - - - - 6
Total Resources 314 415 1,777 - - - - - - 2,506
Project Funding Status:
Secured 314 415 1,777 - - - - - - 2,506
Anticipated*- - - - - - - - - -
Total Project Funding 314 415 1,777 - - - - - - 2,506
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Jefferson Ave NE Green Connections Project
Development
Previously Approved
This project will design flow reduction and stormwater quality treatment facilities for approximately 1,300 linear feet of roadway to include bioretention facilities, a storm conveyance system and permeable concrete
sidewalks on Jefferson Avenue NE (between NE 16th Street and NE 12th Street) in the Sunset Area community along the existing roadway where most feasible. The project is partially funded by an Ecology Stormwater
Financial Assistance Program grant of $2,075,095 that was awarded in 2018. Project design and permitting is anticipated to be completed in 2019 with construction in 2020.
Rationale
This project was identified in the Sunset Area Surface Water Master Plan that was developed and approved as part of the Sunset Community Investment Strategy and Planned Action EIS. This project supports the city's goals
of economic development, public safety and quality of life.
TOTAL
ESTIMATED
ESTIMATED
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:10
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design 207 229 - - - - - - - 436
Project Management - 20 20 - - - - - - 40
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - - - - 1,500 1,500 - - 3,000
Total Expenditures 207 249 20 - - 1,500 1,500 - - 3,476
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions 207 109 - - - - - - - 316
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees - 140 20 - - 1,500 1,500 - - 3,160
Interest - - - - - - - - - -
Total Resources 207 249 20 - - 1,500 1,500 - - 3,476
Project Funding Status:
Secured 207 249 20 - - - - - - 476
Anticipated*- - - - - 1,500 1,500 - - 3,000
Total Project Funding 207 249 20 - - 1,500 1,500 - - 3,476
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
SE 172nd St and 125th Ave N Storm System Improvement Project
Development
Previously Approved
The project includes the design and permitting of storm system improvements that include green stormwater infrastructure improvements of bioretention facilities and pervious sidewalks to provide water quality treatment
for the street stormwater runoff and flow reduction. The project is funded by a $250,000 Ecology Stormwater Financial Assistance Program grant that was awarded in 2018. The project design started in 2019 and will be
completed in 2020. The city is applying for another Ecology grant to fund the construction of the proposed improvements in fall 2020. Construction will be planned once the city is notified of the outcome of the construction
grant application, but it is estimated to take place in 2022.
Rationale
The project will address a street flooding problem and improve storm system conveyance capacity of existing drainage systems along 125th Avenue SE, 124th Avenue SE, 123rd Avenue SE, 122nd Avenue SE, and SE 172nd
Street. This project supports the city's goals of economic development, public safety and quality of life.
TOTAL
ESTIMATED
ESTIMATED
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:7
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design 137 175 - - - - - - - 312
Project Management - 33 50 - - - - - - 83
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - 750 - - - - - - 750
Total Expenditures 137 208 800 - - - - - - 1,145
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions 137 15 300 - - - - - - 452
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees - 193 500 - - - - - - 693
Interest - - - - - - - - - -
Total Resources 137 208 800 - - - - - - 1,145
Project Funding Status:
Secured 137 208 800 - - - - - - 1,145
Anticipated*- - - - - - - - - -
Total Project Funding 137 208 800 - - - - - - 1,145
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Heather Downs Detention Pond Retrofit
Maintenance and Preservation
Previously Approved
The project will retrofit a city-owned detention facility in the Heather Downs residential development to be a combined detention and wet pond stormwater facility. This stormwater facility will provide flow control and
additional basic water quality treatment to remove pollutants from streets and other pollution generating surfaces within a 30-acre drainage basin. The existing detention pond is located at the intersection of Union Avenue
SE and SE 4th Street and is in the Maplewood Creek subbasin to the Cedar River. The design of this project was partially funded by an Ecology Stormwater Financial Assistance Program grant in the amount of $93,000 that
was awarded in 2018. Construction will be partially funded by a King County Waterworks Grant that was awarded in 2017 in the amount of $70,000 and another Ecology Stormwater Financial Assistance Program grant in the
amount of $230,250. Project planning and design was completed in 2020 with construction planned for 2021
Rationale
The improved facility will remove stormwater runoff pollutants to improve water quality in the Maplewood Creek Subbasin and the Cedar River. This project supports the city's goals of promoting public safety and quality of
life.
TOTAL
ESTIMATED
ESTIMATED
The updated Resources funds provided by the City are listed above. See Table 6.4 for Resources amounts presented in council.
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:17
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - - - - - - - - - -
Project Management - 20 50 50 50 50 50 50 - 320
Major Maintenance 1,589 - - - - - - - - 1,589
Land Acquisitions - - - - - - - - - -
Construction 436 80 534 150 350 350 350 350 - 2,600
Total Expenditures 2,024 100 584 200 400 400 400 400 - 4,508
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - - - - - - - - - -
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees 2,024 100 584 200 400 400 400 400 - 4,508
Interest - - - - - - - - - -
Total Resources 2,024 100 584 200 400 400 400 400 - 4,508
Project Funding Status:
Secured 2,024 100 584 200 - - - - - 2,908
Anticipated*- - - - 400 400 400 400 - 1,600
Total Project Funding 2,024 100 584 200 400 400 400 400 - 4,508
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Small Drainage Projects Program
Maintenance and Preservation
Previously Approved
This project consists of designing and constructing solutions to local flooding problems, minor storm system maintenance, and replacements that are relatively simple to construct by the city’s maintenance crews or
contractors. The Surface Water Utility identifies these projects on an annual basis through problem identification, citizen complaints, and input from the maintenance section. In 2021, this program will fund the replacement
of culverts along Talbot Road S.
Rationale
To provide funding for small drainage projects that will replace failing corrugated metal pipes and other storm systems, as needed. The projects selected will be in support of the city’s goal of promoting public safety.
TOTAL
ESTIMATED
ESTIMATED
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:18
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - - - - - - - - - -
Project Management 928 125 110 110 115 115 115 115 - 1,734
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - - - - - - - - -
Total Expenditures 928 125 110 110 115 115 115 115 - 1,734
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - - - - - - - - - -
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees 928 125 110 110 115 115 115 115 - 1,734
Interest - - - - - - - - - -
Total Resources 928 125 110 110 115 115 115 115 - 1,734
Project Funding Status:
Secured 928 125 110 110 - - - - - 1,274
Anticipated*- - - - 115 115 115 115 - 460
Total Project Funding 928 125 110 110 115 115 115 115 - 1,734
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Surface Water Utility GIS
Regulatory
Previously Approved
This annual program is to update our storm system inventory maps and database with new storm system infrastructure that is constructed or added by private development projects, public projects, and annexations. The
information is integrated into the city’s Geographic Information System (GIS). The GIS data is used to track maintenance and inspection of public and private stormwater management systems and facilities for operation and
maintenance purposes. The data is also used to update long-range asset management programs. The updating and adding newly constructed storm systems to the Surface Water Utility GIS is a requirement of the NPDES
Phase II Municipal Stormwater permit.
Rationale
This annual program provides funding to maintain an accurate inventory of the city’s storm systems for use by the Surface Water Utility for maintenance, planning and engineering functions, other city departments, and the
public. This program meets regulatory requirements and supports the city’s goals of economic development and public safety.
TOTAL
ESTIMATED
ESTIMATED
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:12
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - - - - - - - - - -
Project Management - 20 10 10 10 10 10 10 - 80
Major Maintenance 553 - - - - - - - - 553
Land Acquisitions - - - - - - - - - -
Construction - 75 85 85 85 90 90 90 - 600
Total Expenditures 553 95 95 95 95 100 100 100 - 1,233
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions 21 - - - - - - - - 21
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees 532 95 95 95 95 100 100 100 - 1,212
Interest - - - - - - - - - -
Total Resources 553 95 95 95 95 100 100 100 - 1,233
Project Funding Status:
Secured 553 95 95 95 - - - - - 838
Anticipated*- - - - 95 100 100 100 - 395
Total Project Funding 553 95 95 95 95 100 100 100 - 1,233
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Maplewood Creek Sedimentation Facility Maintenance
Maintenance and Preservation
Previously Approved
The Maplewood Creek Sedimentation Facility is located on the Maplewood Golf Course and traps sediment that is transported downstream by Maplewood Creek. The facility prevents the sediment from being deposited on
the golf course during large storms and reduces flooding of the golf course and SR-169. The funding is programmed for project management, permitting, and construction to routinely remove the accumulated sediment from
the facility. The facility was constructed in 1996 in conjunction with a fish passage channel across the Maplewood Golf Course to the Cedar River. A fish ladder was constructed as part of the facility to allow upstream fish
passage. The accumulated sediment in the facility needs to be removed on near a yearly basis, depending upon flood events and the rate of sediment accumulation in the facility.
Rationale
The sediment will be removed from the facility in the summer of 2020 and annually thereafter, as needed. This project supports the city's goals of promoting public safety and quality of life.
TOTAL
ESTIMATED
ESTIMATED
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:13
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - - - - - - - - - -
Project Management - 10 10 10 10 10 10 10 - 70
Major Maintenance 377 - - - - - - - - 377
Land Acquisitions - - - - - - - - - -
Construction - 74 65 65 65 70 70 70 - 479
Total Expenditures 377 84 75 75 75 80 80 80 - 926
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - - - - - - - - - -
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees 377 84 75 75 75 80 80 80 - 926
Interest - - - - - - - - - -
Total Resources 377 84 75 75 75 80 80 80 - 926
Project Funding Status:
Secured 377 84 75 75 - - - - - 611
Anticipated*- - - - 75 80 80 80 - 315
Total Project Funding 377 84 75 75 75 80 80 80 - 926
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Madsen Creek Sedimentation Cleaning
Maintenance and Preservation
Previously Approved
The Madsen Creek Sedimentation Facility was originally constructed by King County to control sediment resulting from erosion of steep slopes in the Madsen Creek ravine due to increased upstream stormwater runoff from
new development projects. The facility is located on the New Life Church property that was annexed into the city as part of the New Life-Aqua Barn annexation (A-07-001) in June of 2008. Approximately 800 cubic yards of
sediment has to be removed from the facility annually to control the sediment that is being deposited from the upstream area into the facility in order to maintain its proper operation. The accumulated sediment in the
facility needs to be removed on near a yearly basis, depending upon flood events and the rate of sediment accumulation in the facility.
Rationale
The maintenance of the facility is planned to be completed in the summer of 2020 and annually thereafter, as needed. This project supports the city's goals of promoting public safety and quality of life.
TOTAL
ESTIMATED
ESTIMATED
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:15
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - - - - - - - - - -
Project Management - 70 20 25 - - - - - 115
Major Maintenance 308 - 20 25 - - - - - 353
Land Acquisitions - - - - - - - - - -
Construction 454 - - - - - - - - 454
Total Expenditures 762 70 40 50 - - - - - 922
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions 22 - - - - - - - - 22
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees 739 70 40 50 - - - - - 899
Interest - - - - - - - - - -
Total Resources 762 70 40 50 - - - - - 922
Project Funding Status:
Secured 762 70 40 50 - - - - - 922
Anticipated*- - - - - - - - - -
Total Project Funding 762 70 40 50 - - - - - 922
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Springbrook Creek Wetland and Habitat Mitigation Bank
Development
Previously Approved
The project consisted of developing a wetland mitigation bank, in partnership with WSDOT, on approximately 130 total acres in the valley adjacent to Springbrook Creek. The wetland mitigation bank is an alternative to
onsite mitigation imposed onto private and public projects (City of Renton or WSDOT) for wetland impacts that require mitigation per city code to achieve a no-net loss of wetland functions and values. By purchasing credits
rather than constructing onsite mitigation, private developers would able to develop more area, which adds more value to developments, increases property values, and creates more jobs, thereby increasing the city's
general fund revenues. Wetland construction was completed in 2009 with a following 10-year monitoring period to verify whether performance standards have been met to allow for the release of wetland mitigation credits
that can be used by the City, WSDOT, and private developments. A total of 43.61 credits have been released out of the total of 45 credits that could be released if all performance standards have been met in the 10-year
performance and monitoring period. The city’s portion of wetland credits in the wetland bank is 20.55 credits.
Rationale
This provides funding for the city's share of plant establishment and monitoring costs necessary to meet performance standards to allow the release of mitigation credits. This project supports the city's goals of economic
development and quality of life.
TOTAL
ESTIMATED
ESTIMATED
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:14
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design 125 65 127 - - - - - - 318
Project Management - 15 15 25 - - - - - 55
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - - 350 - - - - - 350
Total Expenditures 125 80 142 375 - - - - - 723
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - - - - - - - - - -
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees 125 80 142 375 - - - - - 723
Interest - - - - - - - - - -
Total Resources 125 80 142 375 - - - - - 723
Project Funding Status:
Secured 125 80 142 375 - - - - - 723
Anticipated*- - - - - - - - - -
Total Project Funding 125 80 142 375 - - - - - 723
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Rainier Ave and Oakesdale Ave Pump Station Upgrades
Maintenance and Preservation
Previously Approved
This project consists of increasing the level of flood protection of the Rainier and Oakesdale pump stations through the additon of on-site permanent emergency generators. The Rainier Ave pump station is 50-years and was
inherited from WSDOT but it serves a critical role of protecting Rainier Ave S from flooding along the sag point underneath the BNSF railroad crossing. Permanent emnergency generators would increase the level of
protection from flooding along Rainier Ave N and Oaksdale Avenue during thunderstorm events or disasters that result in loss of power supply. This project started with site assessments and evaluation of alternatives to site
the generators and provide new control panels. Site constraints at both pump stations will likely require the City to obtain permanent easements from adjacent properties. This phase is expected to be completed in 2020. The
design of the improvements is expected to be completed in 2021, and construction is anticipated in 2022.
Rationale
This program provides us with funding to upgrade critical pump stations and reduce the risk of flooding on major city arterials in a disater event or thunderstorm. This project supports the city's goals of promoting public
safety and quality of life.
TOTAL
ESTIMATED
ESTIMATED
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:16
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - - - - - - - - - -
Project Management - 5 10 10 10 10 10 10 - 65
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction 485 - 130 130 90 90 90 90 - 1,105
Total Expenditures 485 5 140 140 100 100 100 100 - 1,170
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - - - - - - - - - -
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees 485 5 140 140 100 100 100 100 - 1,170
Interest - - - - - - - - - -
Total Resources 485 5 140 140 100 100 100 100 - 1,170
Project Funding Status:
Secured 485 5 140 140 - - - - - 770
Anticipated*- - - - 100 100 100 100 - 400
Total Project Funding 485 5 140 140 100 100 100 100 - 1,170
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Stormwater Facility Fencing Project
Maintenance and Preservation
Previously Approved
This project consists of constructing fences around existing stormwater detention/retention and water quality treatment facilities that the Surface Water Utility owns and maintains. Stormwater facilities that were
constructed with side slopes that were not steep (3:1 or flatter side slopes), were not required to have fences by previous surface water design standards. The city's surface water design standards have been updated to
require all future constructed stormwater facilities to be fenced. Many of the stormwater facilities that are not fenced were constructed in unincorporated King County and were previously owned and maintained by the
county. When the city annexed these areas, the Surface Water Utility assumed ownership and maintenance of the facilities. A total of 23 stormwater facilities have been fenced since the start of this project. There are
currently 22 stormwater facilities that still need fencing and the City expects to complete this effort within 6 years. This number may increase due to annexations and as the Utility takes over maintenance of stormwater
facilities from homeowners associations as part of the stormwater facility transfer program.
Rationale
This project will provide funding to install fences over time on stormwater facilities to protect residents and to limit liability associated with these facilities being unfenced. This project supports the city's goal of promoting
public safety.
TOTAL
ESTIMATED
ESTIMATED
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:29
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - - - - - - - - - -
Project Management - - - - - - - - - -
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction 177 50 50 50 50 50 50 50 - 527
Total Expenditures 177 50 50 50 50 50 50 50 - 527
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - - - - - - - - - -
Special Assessment District - - - - - - - - - -
System Development Charges 177 - - - - - - - - 177
Surfacewater Collection Fees - 50 50 50 50 50 50 50 - 350
Interest - - - - - - - - - -
Total Resources 177 50 50 50 50 50 50 50 - 527
Project Funding Status:
Secured 177 50 50 50 - - - - - 327
Anticipated*- - - - 50 50 50 50 - 200
Total Project Funding 177 50 50 50 50 50 50 50 - 527
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Miscellaneous/Emergency Storm Projects
Maintenance and Preservation
Previously Approved
This fund is for unplanned or miscellaneous storm system improvements needed to keep the existing system functional or in response to an opportunity to fix identified system deficiencies in coordination with another
project. The funding is also available to respond to system failures (structure failure, pipeline failure, pump station failure) or other emergency response needs during storm events.
Rationale
These funds are used for unplanned projects in response to system failures that need immediate repair or other unplanned storm system improvements, as needed. The projects selected will be in support of the city's goal of
promoting public safety.
TOTAL
ESTIMATED
ESTIMATED
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:19
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - - - - - - - - - -
Project Management - 10 5 5 5 5 5 5 - 40
Major Maintenance 532 - - - - - - - - 532
Land Acquisitions - - - - - - - - - -
Construction - 80 80 80 80 85 85 85 - 575
Total Expenditures 532 90 85 85 85 90 90 90 - 1,147
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - - - - - - - - - -
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees 532 90 85 85 85 90 90 90 - 1,147
Interest - - - - - - - - - -
Total Resources 532 90 85 85 85 90 90 90 - 1,147
Project Funding Status:
Secured 532 90 85 85 - - - - - 792
Anticipated*- - - - 85 90 90 90 - 355
Total Project Funding 532 90 85 85 85 90 90 90 - 1,147
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Talbot Hill Area Mosquito Abatement Program
Regulatory
Previously Approved
The program consists of annually treating upland areas around the Panther Creek Wetlands to control mosquitoes from the wetlands in response to citizen complaints in the Talbot Hill area. This program also funds the
annual treatment of city-owned stormwater water quality/flow control facilities in response to the West Nile Virus. It also provides additional funding in the event of a West Nile Virus outbreak occurs and more treatments
are advised by the Department of Health.
Rationale
This program provides funding for mosquito abatement in the Talbot Hill area and helps to protect the city against a West Nile Virus outbreak. This program meets regulatory requirements and supports the city's goal of
promoting public safety.
TOTAL
ESTIMATED
ESTIMATED
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:21
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - - - 400 - - - - - 400
Project Management - 2 - 50 50 25 - - - 127
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction 7,471 - - - 1,100 110 - - - 8,681
Total Expenditures 7,471 2 - 450 1,150 135 - - - 9,208
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions 278 - - - - - - - - 278
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees 7,193 2 - 450 1,150 135 - - - 8,930
Interest - - - - - - - - - -
Total Resources 7,471 2 - 450 1,150 135 - - - 9,208
Project Funding Status:
Secured 7,471 2 - 450 - - - - - 7,923
Anticipated*- - - - 1,150 135 - - - 1,285
Total Project Funding 7,471 2 - 450 1,150 135 - - - 9,208
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Hardie Ave SW-SW 7th St Storm System Improvements
Correcting Existing Deficiencies
Previously Approved
The planning, design and permitting of the first two phases of the project, which included installing approximately 3,600 linear feet of new 60-inch storm system in SW 7th Street between Lind Avenue NE and Naches Avenue
SW has been completed. The third phase of the project includes the replacement of approximately 700 linear feet of 36 inch to 48-inch storm system, between Hardie Avenue SW to SW 7th Street, with a new 60-inch storm
system. Phase 3 project design will start in 2022 with construction planned for 2024.
Rationale
This project supports the city's goals of economic development, public safety and quality of life.
TOTAL
ESTIMATED
ESTIMATED
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:22
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - - - - - 300 200 - - 500
Project Management - - - - - 50 50 50 - 150
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - - - - - - 1,600 - 1,600
Total Expenditures - - - - - 350 250 1,650 - 2,250
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - - - - - - - - - -
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees - - - - - 350 250 1,650 - 2,250
Interest - - - - - - - - - -
Total Resources - - - - - 350 250 1,650 - 2,250
Project Funding Status:
Secured - - - - - - - - - -
Anticipated*- - - - - 350 250 1,650 - 2,250
Total Project Funding - - - - - 350 250 1,650 - 2,250
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
NE Sunset Blvd & Union Ave NE Storm System Improvements
Correcting Existing Deficiencies
Previously Approved
Sections of Honey Creek between Union Avenue NE and Duvall Avenue NE contains an old, closed pipe system that has insufficient capacity and is located in parking lots, under buildings, and across public right-of-ways. Land
use changes in the upstream basin area have increased surface water runoff and could cause flooding due to the lack of capacity in the piped sections. Due to the age of the piped section, the structural condition of the
storm system is unknown. This project will consist of developing an accurate base map of the storm system location; inspecting its structural condition; developing a basin hydrologic and hydraulic model to perform capacity
analysis of the existing system; and developing conceptual design solutions. The selected conceptual design solution will be used for the final design, permitting, and construction of the storm system improvements. The
improved conveyance system will have sufficient capacity to convey future land use condition runoff, meet city capacity design standards to help prevent flooding and the structural failure of the storm system.
Rationale
The project will help protect businesses, residential areas and important transportation corridors (SR-900) from flooding. This project is in coordination with the city's goals of economic development and promoting public
safety.
TOTAL
ESTIMATED
ESTIMATED
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:1
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design 25 200 600 400 - - - - - 1,225
Project Management - 25 50 50 - - - - - 125
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - - 5,000 - - - - - 5,000
Total Expenditures 25 225 650 5,450 - - - - - 6,350
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - 200 - - - - - - - 200
Special Assessment District - - - - - - - - - -
System Development Charges 25 - - - - - - - - 25
Surfacewater Collection Fees - 25 650 5,450 - - - - - 6,125
Interest - - - - - - - - - -
Total Resources 25 225 650 5,450 - - - - - 6,350
Project Funding Status:
Secured 25 225 650 5,450 - - - - - 6,350
Anticipated*- - - - - - - - - -
Total Project Funding 25 225 650 5,450 - - - - - 6,350
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Monroe Ave NE & NE 2nd St Infiltration System Improvements
Correcting Existing Deficiencies
Previously Approved
The project includes the design and construction of an additional infiltration system to provide increased drainage capacity to a 245-acre basin in the Renton Highlands. This basin does not have an adequate connection to a
downstream conveyance system or waterbody and solely relied on infiltration through perforated pipes near the city's Maintenance Shops prior to the construction of temporary overflow outfalls to the gravel pit at 301
Monroe Ave N owned by Segale Properties. The city has a temporary easement, last renewed in 2018, to discharge stormwater to the Segale gravel pit through two overflow pipes installed in 1996 and 2007. The city
anticipates that the easement agreement will be terminated in the near future as Segale is in the process of filling the pit, to redevelop the property to multi-family dwellings or mixed use commercial. The city is in the
process of evaluating alternatives for a permanent drainage solution that replaces the temporary overflow pipes, and is identifying grant opportunities to help fund this project. Planning level efforts will conclude in 2020, and
design efforts will start in 2021. Construction will need to be completed prior to the filling of the site.
Rationale
The project will help protect businesses and residential areas from flooding with a permanent solution in lieu of a temporary easement granted to the city by a business owner. This project supports the city's goal of
promoting public safety.
TOTAL
ESTIMATED
ESTIMATED
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:23
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - - - - - 250 450 - - 700
Project Management - - - - - 50 50 50 - 150
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - - - - - - 3,150 - 3,150
Total Expenditures - - - - - 300 500 3,200 - 4,000
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - - - - - - - - - -
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees - - - - - 300 500 3,200 - 4,000
Interest - - - - - - - - - -
Total Resources - - - - - 300 500 3,200 - 4,000
Project Funding Status:
Secured - - - - - - - - - -
Anticipated*- - - - - 300 500 3,200 - 4,000
Total Project Funding - - - - - 300 500 3,200 - 4,000
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
The project includes constructing approximately 3,500 feet of a new 84-inch diameter storm system along Lind Avenue SW, from SW 43rd Street to SW 39th Street, and then along SW 39th Street from Lind Avenue to a new
outfall into Springbrook Creek. The estimated total project cost is $4 million. Project design and permitting is programmed to start in 2024 with construction planned for 2026.
Rationale
This project is in coordination with the city's goals of economic development, public safety and quality of life.
TOTAL
ESTIMATED
ESTIMATED
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
SW 43rd Street/Lind Ave SW Storm System Improvements
Correcting Existing Deficiencies
Previously Approved
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:24
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - - - - - - 350 100 - 450
Project Management - - - - - - 50 50 - 100
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - - - - - - - - -
Total Expenditures - - - - - - 400 150 - 550
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - - - - - - - - - -
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees - - - - - - 400 150 - 550
Interest - - - - - - - - - -
Total Resources - - - - - - 400 150 - 550
Project Funding Status:
Secured - - - - - - - - - -
Anticipated*- - - - - - 400 150 - 550
Total Project Funding - - - - - - 400 150 - 550
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
The project includes replacing the existing storm system along the East Valley Road between SW 29th Street and SW 23rd Street with a new 48-inch storm system. The new storm system will discharge into the SW 23rd
Street channel, which flows to Springbrook Creek. The project schedule and improvements may change depending upon the schedule and scope of improvements planned by WSDOT and the city as part of the SW 23rd
Street Drainage and Fish Passage Improvements.
Rationale
This project is in coordination with the city's goals of economic development and promoting public safety.
TOTAL
ESTIMATED
ESTIMATED
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
East Valley Road Storm System Improvements
Correcting Existing Deficiencies
Previously Approved
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:25
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design 298 100 - - - - 120 - - 518
Project Management - 72 - - - - - - - 72
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - - - - - - - - -
Total Expenditures 298 172 - - - - 120 - - 590
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - - - - - - - - - -
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees 298 172 - - - - 120 - - 590
Interest - - - - - - - - - -
Total Resources 298 172 - - - - 120 - - 590
Project Funding Status:
Secured 298 172 - - - - - - - 470
Anticipated*- - - - - - 120 - - 120
Total Project Funding 298 172 - - - - 120 - - 590
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
The Surface Water Utility System Master Plan is a comprehensive management plan of the city’s natural and constructed surface water systems. The plan identifies current and future resource requirements, policies,
regulatory requirements, and design criteria associated with the management of surface water runoff within the city. The plan defines maintenance and operational programs along with future capital investment programs
needed to solve flooding, water quality, and fish habitat problems in response to existing problems, future growth, and regulatory requirements related to the NPDES Phase II Permit and the Endangered Species Act. A draft
Surface Water Utility System Master Plan is being prepared for review and approval by Renton City Council in 2020. Funding programmed for 2024 is to update this plan.
Rationale
This plan update is a regulatory requirement as well as a guiding document for the Surface Water Utility . This plan supports the city's goals of economimc development, public safety, and quality of life.
TOTAL
ESTIMATED
ESTIMATED
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Surface Water Utility System Plan
Regulatory
Previously Approved
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:26
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - - - - - 300 - - - 300
Project Management - - - - - 50 - - - 50
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - - - - - - - - -
Total Expenditures - - - - - 350 - - - 350
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - - - - - - - - - -
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees - - - - - 350 - - - 350
Interest - - - - - - - - - -
Total Resources - - - - - 350 - - - 350
Project Funding Status:
Secured - - - - - - - - - -
Anticipated*- - - - - 350 - - - 350
Total Project Funding - - - - - 350 - - - 350
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Ginger Creek drains north through a residential neighborhood via an old 72-inch CMP, concrete pipe, and open channels. The runoff eventually reaches the Cedar River Pipeline ROW, via an old steel pipe, and is routed under
the Tiffany Park area. The existing pipe system has surcharged during moderate events flooding Cascade Park. Based on a cursory site visit, it appears that sediment buildup in the open channel section between SE 160th
Street and the Cedar River Pipeline ROW, along with insufficient capacity of the existing storm system pipe, flat gradient and poor structural pipe conditions are contributing to the backwater conditions resulting in flooding in
the park that could cause flooding in the neighborhood to the south.
Rationale
This provides funding for a study to determine the primary cause of the problem, evaluate alternative solutions and develop a design of the preferred solution. This project supports the city's goal of promoting public safety.
TOTAL
ESTIMATED
ESTIMATED
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Ginger Creek/Cascade Park Basin Plan
Planning
Previously Approved
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:2
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design 886 500 - - - - - - - 1,386
Project Management - 50 50 50 - - - - - 150
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - 200 3,000 2,180 - - - - - 5,380
Total Expenditures 886 750 3,050 2,230 - - - - - 6,917
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - - - - - - - - - -
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees 886 750 3,050 2,230 - - - - - 6,917
Interest - - - - - - - - - -
Total Resources 886 750 3,050 2,230 - - - - - 6,917
Project Funding Status:
Secured 886 750 3,050 2,230 - - - - - 6,917
Anticipated*- - - - - - - - - -
Total Project Funding 886 750 3,050 2,230 - - - - - 6,917
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Downtown Storm System Improvements consist of replacing undersized and aging stormwater pipes along S 2nd St, S 3rd St and their cross streets between Rainier Ave S and Mills Ave S. These improvements are part of the
Downtown Utilities Improvement Project managed by the Utilities Division and the Wells Ave S and Williams Ave S conversion project managed by the Transportation Division. These utility improvements are needed to
support re-development and new development in the Downtown core and will provide better service for existing and future development. These projects are the first steps to support coordinated efforts by the City to
improve intersections, add signals, and convert S 2nd St and S 3rd St to two-way operations, as guided by the 2018 Civic Core Vision and Action Plan. Construction of these utility improvements started in 2020 and is expected
to continue through spring 2022.
Rationale
This project replaced undersized and agining drainage systems in the Downtown core in support of the City's 2018 Civic Core Vision and Action Plan and future transportation improvements. This project supports the city's
goals of economic development, public safety and quality of life.
TOTAL
ESTIMATED
ESTIMATED
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Downtown Storm System Improvements
Correcting Existing Deficiencies
Previously Approved
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:20
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design 10 - 200 50 - - - - - 260
Project Management - 10 10 10 - - - - - 30
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - - 310 - - - - - 310
Total Expenditures 10 10 210 370 - - - - - 600
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - - - - - - - - - -
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees 10 10 210 370 - - - - - 600
Interest - - - - - - - - - -
Total Resources 10 10 210 370 - - - - - 600
Project Funding Status:
Secured 10 10 210 370 - - - - - 600
Anticipated*- - - - - - - - - -
Total Project Funding 10 10 210 370 - - - - - 600
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
This program consists of assessing the condition of all corrugated metal pipes (CMP) whose diameter is 18 inches or larger, located in high risk areas (i.e. under major roads). Minor deficiencies are typically repaired through
coordination with the surface water maintenance section, while replacement projects resulting from significant structural issues (e.g. deterioration of the pipe wall, pipe collapse) require the replacement or rehabilitation of
the pipe and may require hiring a contractor. This program was driven by a failure of a CMP pipe along Rainier Ave S in 2018, which caused a major cavity to form underneath the road, and required an emergency repair
project. This program is intended to address deficiencies in CMPs, which are more susceptible to deterioration than plastic and concrete pipes, before a catastrophic failure becomes imminent.
Rationale
This program repairs and replaces corrugated metal pipes showing signs of deteriotation in high risk areas to avoid catastrophic failures and emergency repairs. This project supports the city's goal of protecting public safety.
TOTAL
ESTIMATED
ESTIMATED
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
CMP Storm System Replacement Program
Correcting Existing Deficiencies
Previously Approved
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:27
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - 10 200 200 60 - - - - 470
Project Management - 5 10 10 5 - - - - 30
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - - - - - - - - -
Total Expenditures - 15 210 210 65 - - - - 500
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - 15 210 210 65 - - - - 500
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees - - - - - - - - - -
Interest - - - - - - - - - -
Total Resources - 15 210 210 65 - - - - 500
Project Funding Status:
Secured - 15 210 210 65 - - - - 500
Anticipated*- - - - - - - - - -
Total Project Funding - 15 210 210 65 - - - - 500
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
The Lower Cedar River Flood Risk Reduction Feasibility Study intends to assess the feasibility of improving the level of flood protection and evaluate future flood risk mitigation projects along the Cedar River from River Mile 0
to River Mile 2.7. This feasibility study would identify potential measures or construction projects that would increase resiliency to floods greater than the 100-year event and identify the most feasible level of flood
protection that could be achieved along this reach of the Cedar River, a critical area of development and economic activity within King County. The King County Flood Control Zone District (KCFCZD) placed the Feasibility Study
on its 6-year Capital Improvement Project funding plan in 2018 and a funding agreement was executed with the City in April 2020. This study is expected to begin in 2020 and be completed by 2023.
Rationale
This study evaluates the feasibility of increasing the level of flood protection along the Lower Cedar River, and reducing the risk of flooding to the surrounding area in Renton. It supports the city's goal of protecting public
safety.
TOTAL
ESTIMATED
ESTIMATED
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Cedar River Flood Risk Reduction Feasibility Study
Planning
Previously Funded
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:8
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - 50 200 - - - - - - 250
Project Management - 25 25 - - - - - - 50
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - - - - - - - - -
Total Expenditures - 75 225 - - - - - - 300
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - 38 150 - - - - - - 188
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees - 38 75 - - - - - - 113
Interest - - - - - - - - - -
Total Resources - 75 225 - - - - - - 300
Project Funding Status:
Secured - 75 225 - - - - - - 300
Anticipated*- - - - - - - - - -
Total Project Funding - 75 225 - - - - - - 300
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
The purpose of the Stormwater Facility Retrofit Study is to identify, rank, and prioritize water quality treatment retrofits that can be feasibly made to the city’s publicly maintained flow control facilities, mainly detention
ponds, vaults and tanks. These facilities reduce peak stormwater flows from impervious surfaces, but do not provide any runoff treatment in areas that were developed prior to implementation of water quality standards.
This study will assess all forty nine (49) flow control facilities with no treatment component that discharge untreated runoff to the nearest waterbody. The identified projects will then be evaluated, ranked and prioritized as
potential projects for future water quality treatment grants. Conceptual designs and cost estimates of the three highest-priority potential future projects will be developed for incorporation into the Surface Water Utility’s
Capital Improvement Plan. This study will begin in 2020 and conclude in 2021.
Rationale
This study identifies opportunities to retrofit flow control facilities with water quality treatment and hence, it ultimately aims to protect and restore water quality in the waters of the state by reducing the discharge of
untreated stormwater from existing infrastructure and development. It supports the city's goal of increasing quality of life.
TOTAL
ESTIMATED
ESTIMATED
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Stormwater Facility Retrofit Study
Planning
Previously Approved
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:9
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design 2 20 215 203 - - - - - 440
Project Management - 10 10 10 - - - - - 30
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - - - - - - - - -
Total Expenditures 2 30 225 213 - - - - - 470
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - 20 150 108 - - - - - 278
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees 2 10 75 105 - - - - - 193
Interest - - - - - - - - - -
Total Resources 2 30 225 213 - - - - - 470
Project Funding Status:
Secured 2 30 225 213 - - - - - 470
Anticipated*- - - - - - - - - -
Total Project Funding 2 30 225 213 - - - - - 470
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
This projects adds drainage improvements and water quality retrofits to the Burnett Avenue S and Williams Avenue S storm water system which discharges directly to the Cedar River, a waterbody listed on the Department of
Ecology's 303(d) under multiple categories of impairment. The need to upsize the storm system was identified through the Downtown Utilities Improvement Project. Water quality retrofits, paired with the drainage
improvements, will provide treatment to runoff from Williams Ave S and Burnett Ave S north of S 2nd St. The design of the water quality treatment retrofits in this project is funded by a Department of Ecology Storm Water
Quality Grant. The design effort will start in 2020 and will be completed by January 2023. Construction will take place in 2025.
Rationale
This project includes drainage improvements to reduce the risk of flooding and water quality retrofits to treat stormwater runoff along Willams Ave S and Wells Ave S. It supports the city's goal of protecting public safety and
increasing quality of life.
TOTAL
ESTIMATED
ESTIMATED
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
Burnett Ave S and Williams Ave S Water Quality Retrofit Project
Development
Previoulsy Approved
The updated Resources funds provided by the City are listed above. See Table 6.4 for Resources amounts presented in council.
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:28
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - 85 85 85 - - - - - 255
Project Management - 11 11 11 - - - - - 34
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - - - - - - - - -
Total Expenditures - 96 96 96 - - - - - 289
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - - - - - - - - - -
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees - 96 96 96 - - - - - 289
Interest - - - - - - - - - -
Total Resources - 96 96 96 - - - - - 289
Project Funding Status:
Secured - 96 96 96 - - - - - 289
Anticipated*- - - - - - - - - -
Total Project Funding - 96 96 96 - - - - - 289
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
The city currently charges surface water fees to WSDOT for the SR-167 and I-405 right of way within Renton city limits. RCW 90.03.525 allows local municipalities to charge stormwater fees for state limited access highways
and was modified when Senate bill 5505 was passed in 2019. The bill clarified the objectives of the Stormwater Management Funding and Implementation Program for highway related runoff problems and required charges
paid by the state to local jurisdictions to be used solely for stormwater control facilities that directly reduce state highway runoff impacts or implementation of best management practices that will reduce the need for such
facilities. A plan and progress report are required to be submitted annually so that WSDOT pays their stormwater fee to the City. This program consists of studies and improvements to city facilities downstream of limited
access right-of-way implemented to remain in compliance with RCW 90.03.525.
Rationale
This program enables the city to keep collecting surface water fees from WSDOT for limited access right of way, and prioritizes improvements beneficial to both the City and WSDOT. It supports the city's goals of public safety
and quality of life.
TOTAL
ESTIMATED
ESTIMATED
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
WSDOT Limited Access ROW Runoff Impact Mitigation Program
Regulatory
Previously Approved
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28
2019/2020 Proposed Budget City of Renton, Washington
Project Title:Priority Number:11
Project Category:
Status:
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Expenditures
Expenditures:
Planning/Design - - 300 200 100 - - - - 600
Project Management - - 50 50 50 20 10 - - 180
Major Maintenance - - - - - - - - - -
Land Acquisitions - - - - - - - - - -
Construction - - - - - 500 500 - - 1,000
Total Expenditures - - 350 250 150 520 510 - - 1,780
Actual through
12/31/19 2020 2021 2022 2023 2024 2025 2026 Thereafter
Total Project
Resources
Resources:
Mitigation Fees - - - - - - - - - -
Bond Proceeds (RePmt Funding Src Only)- - - - - - - - - -
Grants/Contributions - - - - - - - - - -
Special Assessment District - - - - - - - - - -
System Development Charges - - - - - - - - - -
Surfacewater Collection Fees - - 350 250 150 520 510 - - 1,780
Interest - - - - - - - - - -
Total Resources - - 350 250 150 520 510 - - 1,780
Project Funding Status:
Secured - - 350 250 - - - - - 600
Anticipated*- - - - 150 520 510 - - 1,180
Total Project Funding - - 350 250 150 520 510 - - 1,780
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts - - - - - - - - - -
Panther Creek flows into the SW 23rd St channel prior to connecting into Springbrook Creek. The hydrualic capacity of this channel is reduced due to vegetation growth and due to culverts set below the grade of the channel
at East Valley Road and Lind Ave SW. The invert elevations of the culverts create a submerged condition which impairs both flow and fish passage. Channel improvements are needed along with culvert replacements to
ensure adequate hydraulic connectivity along Panther Creek from SR-167 to Springbrook Creek. Furthermore, WSDOT approached the City in 2020 with a proposal to connect Rolling Hills Creek to the Panther Creek channel
at SW 23rd St, to meet their fish passage injunction obligation by 2030. Connecting Rolling Hills Creek into the SW 23rd St channel would require further upsizing of the culverts and further channel improvements. Contingent
upon executing a fair cost sharing agreement, the city would collaborate with WSDOT on this project. Planning and hydraulic modeling would be completed by 2023, and design would be completed by 2025, with
construction to follow in 2026.
Rationale
This project presents an opportunity to partner with WSDOT and share the cost of hydraulic and fish passage improvements to Panther Creek, which would benefit both the City and the State of Washington. It supports the
city's goals of protecting public safety and increasing quality of life, and it promotes interagency cooperation.
TOTAL
ESTIMATED
ESTIMATED
Description and Scope
SURFACE WATER UTILITY CAPITAL INVESTMENT PROGRAM
2021 through 2026 (in thousands of dollars)
SW 23rd Street Drainage and Fish Passage Improvements
Maintenance and Preservatiion
New Request
DocuSign Envelope ID: 050BABE2-5D7F-4D9E-BBFF-58C5C0290D28