ELIGIBLE PROJECTS FROM 2025 COMPREHENSIVE PLAN OF DEVELOPMENT
View the list below or click here to download a pdf version.
| CPOD ID Number | Jurisdiction | Project Description | Location | Type of Flooding | Potential Solution | Estimated Cost |
|---|---|---|---|---|---|---|
| BL-1 | City of Bonney Lake | Significant flooding caused by natural occurring pothole with no outfall - occurred twice in last 20 years. | 188th Ave E/62 St E (East Hill Pothole) | Urban | Propose installing a pressure main and pump to convey high water events to an outfall on Lake Tapps. System would include a pump at the eastern most pond area and conveyance of approximately 1,500 LF of 8" PVC pipe beneath 64th Street East. Proposed work solves flooding at Project 1-2 site as well. | $3,514,980 |
| BL-2 | City of Bonney Lake | Reports state that culvert crossing at Kelly Lake Road is undersized in capacity and unable to meet stormwater requirements, resulting in overtopping of Kelly Lake Road. | Church Lake/Kelly Lake | Urban | There are several possible solutions are appropriate dependent upon further technical analysis. One option is to replace a culvert (70 LF) with revised inverts and excavation at inlet to increase head pressure at culvert inlet. An analysis of capacity of culverts at 2 driveways (25 LF each) downstream (located in Pierce County jurisdiction) will be required. Alternative solutions include replacement of Kelley Lake Road culvert only, a direct closed connection between Kelley Lake Road culvert and upstream culvert with structures and pipe, or a more robustly excavated sump area at culvert in | $167,200 |
| BL-3 | City of Bonney Lake | Reports indicate that the Walmart parking basin to an existing storm system draining to a pond located immediately south of the Walmart building. | 192nd Ave E/SR410 - Walmart Parking Lot | Urban | Propose the addition of a catch basin to an existing storm system draining to a pond located immediately south of the Walmart building. | $19,880 |
| BL-4 | City of Bonney Lake | Stormwater conveyance system is surcharging near outfalls to Lake Tapps in two locations. | Cascade Dr E/North Island Drive E. | Urban | Extruded asphalt curb (with driveway cutouts) will direct stormwater into the proposed catch basins along Island Drive E. The proposed ditch is 235 LF and runs along the north side of Cascade Dr E to Lake Tapps. Finally, 55LF of 12" stormwater pipe will connect stormwater from the southeast quadrant of Cascade Dr E and N Island Dr E to the proposed system discharging to the proposed ditch along. | $254,745 |
| BL-5 | City of Bonney Lake | Pothole located at the northeast corner of Locust Avenue and 82nd Street E fills with water during sustained storm events and floods 82nd Street. | Locust Avenue and 82nd Street | Urban | The city should purchase parcel 5640000200, modify the existing pond, and raise the roadway surface of 82nd Street E to increase the available storage capacity. Finally, cost of pump system and stormwater pipe required to convey excess pond water east along 82nd Street E to a stream connected to Lake Bonney outflow. Downstream analysis will be necessary to determine the impacts of this diversion. | $3,735,480 |
| BL-6 | City of Bonney Lake | Stormwater runoff in the Days Addition residential neighborhood flows through private property along the natural contours in the stormwater basin with no formal stormwater management system and floods 67th Street and 67th St Ct and private property at 19405 67th Street and 19403, 19405, and 19406 67th Street Ct E. | 67th Street and 67th Street Ct E. | Urban | Propose a new stormwater conveyance system with catch basins and stormwater pipe from 19405 67th Street to 19405 68th Street. Project includes a new easement on 19405 67th Street and approximately 860 feet of stormwater drainage pipe and 10 catch basins. The project also includes approximately 650 feet of stormwater drainage swales to manage and treat the stormwater runoff from 67th St. and 67th St Ct. with an overflow to the new conveyance system to eliminate flooding. Project scope would also include adjustment of 9 driveway approaches. | $660,000 |
| BL-7 | City of Bonney Lake | Stormwater runoff in the Days Addition residential neighborhood flows through private property along the natural contours in the stormwater basin with no formal stormwater management system and floods 68th Street and private property at 19405 and 19406 68th Street. | 68th Street E. | Urban | Propose a new stormwater conveyance system with catch basins and stormwater pipe from 19405 68th St. through a stormwater easement along 19406 68th St. The project also includes approximately 400 feet of stormwater drainage swales to manage and treat the stormwater runoff from 68th St. with an overflow to the new conveyance system to eliminate flooding. Project scope would also include adjustment of 10 driveway approaches. | $400,000 |
| BL-8 | City of Bonney Lake | The stormwater conveyance system at the south end of Inlet Island discharges through private property along the natural contours to Lake Tapps and causes flooding at 6364 South Island Dr. | South Island Dr. at 6364 | Urban | Propose the addition of catch basins and stormwater pipe to intercept and re-direct stormwater flows through a new conveyance system inside a stormwater easement along the west property line at 6364 S Island Dr. The new conveyance system will connect to the existing outfall to Lake Tapps and eliminate the stormwater flooding and current flow path issue. | $200,000 |
| DUP-1 | City of Dupont | For cite/Louviers Street flooding | For cite/Louviers Street | Urban | Install infiltration trench and put in drywell | $10,000 |
| DUP-2 | City of Dupont | Haskell Street and Louviers Flooding | Haskell / Louviers | Urban | Catch Basin, basic treatment, infiltration trench | $77,400 |
| DUP-3 | City of Dupont | Barksdale and Haskell Flooding | Barksdale / Haskell | Urban | Catch Basin, bioretention cell | $87,000 |
| DUP-4 | City of Dupont | Barksdale and Penniman Street Flooding | Barksdale / Penniman | Urban | Catch Basin, basic treatment, infiltration trench | $133,100 |
| DUP-5 | City of Dupont | Barksdale and Hopewell Flooding | Barksdale / Hopewell | Urban | Catch Basin, basic treatment, infiltration trench | $77,400 |
| DUP-6 | City of Dupont | Louviers and Hercules Flooding | Louviers / Hercules | Urban | Catch Basin, basic treatment, infiltration trench | $84,400 |
| DUP-7 | City of Dupont | Barksdale and Hercules Flooding | Barksdale / Hercules | Urban | Catch Basin, basic treatment, infiltration trench | $71,800 |
| DUP-8 | City of Dupont | Louviers and Repauno Flooding | Louviers / Repauno | Urban | Catch Basin, basic treatment, infiltration trench | $87,000 |
| DUP-9 | City of Dupont | Repauno Flooding | Repauno | Urban | Catch Basin, basic treatment, infiltration trench | $110,000 |
| DUP-10 | City of Dupont | Repauno and Barksdale Flooding | Repauno / Barksdale | Urban | Catch Basin, basic treatment, infiltration trench | $110,000 |
| DUP-11 | City of Dupont | Santa Cruz and Brandywine Flooding | Santa Cruz / Brandywine | Urban | Catch Basin, basic treatment, infiltration trench | $110,000 |
| EDG-1 | City of Edgewood | Ponding water with reverse slope ditch across private property Severity - Overtops roadway | 9100 block 34th St E | Urban | Install new piped conveyance in ROW | $150,000 |
| EDG-2 | City of Edgewood | Shallow ditch Severity - Overtops roadway at intersection | 127th Ave E @ 48th St. E | Urban | Install new piped conveyance in ROW | $150,000 |
| EDG-3 | City of Edgewood | Ponding water with no outlet | 112th Ave E @ 24th St. E | Urban | Install new piped conveyance in ROW | $150,000 |
| EDG-4 | City of Edgewood | Failing drywell system with no outlet | 13100 block 56th E | Urban | Install new piped conveyance in ROW, improve downstream system into summer | $500,000 |
| FI-1 | City of Fife | Residential yard flooding along Wapato Creek | Circle Drive E. David Ct. E. | Riverine | Analysis, design and construction of Additional inlets pipes, and other drainage features to increase drainage, as called out in 2021-2026 CIP project 2. | $400,000 |
| FI-2 | City of Fife | City Center Flooding | Fife Ditch @ 15th St | Urban | Upsizing Culverts | $250,000 |
| FI-3 | City of Fife | City Center Flooding | Fife Ditch @ 15th St | Urban | Upsizing Culverts | $300,000 |
| GH-1 | City of Gig Harbor | Burnham Dr at 96th Ave | Burnham Dr & 96th Ave | Urban | $2,900,000 | |
| GH-1 | City of Gig Harbor | Sewer Lift Station #5 | 2823 Harborview Drive | Coastal | $2,900,000 | |
| LKW-1 | City of Lakewood | Clover Creek overflows during large events (construction) | Clover Creek between JBLM and just west of Sound Transit RR. | Riverine | Construct setback levee along Clover Creek between City limits and Bridgeport Way SW and spot improvements downstream to Steilacoom Lake to prevent localized flooding outside of the main floodplan. | Final recommended solution will be in the millions |
| MIL-1 | City of Milton | Culvert gets plugged creating water over the road which floods into people's driveways | 910 70th Ave | Urban | Put in a Type 2 Catch basin | $27,000 |
| MIL-2 | City of Milton | 5th Ave Hylebos culvert | 5th Ave | Urban | Install a large box culvert and one foot diameter pipe | |
| ORT-1 | City of Orting | Backwater from the Carbon River during high flows causes Voight Creek and Coplar Creek to flow laterally along the riparian zone outside of the Carbon River left bank levee resulting in flooding down Corrin Ave. NW and SR162. This results in water over roads and flooding of some homes, including crawl spaces and some finished floors. | Carbon River DS 3.9 RMP UP 4.0 RMP Left Bank. | Riverine | Possible solutions include upsizing of a 36" concrete culvert carrying creek flows to the Carbon River at approx. RM 3.9 and construction of a cut-off berm to divert flows back into the Carbon River and prevent excess flows from flowing down Corrin Ave. NW | TBD |
| ORT-2 | City of Orting | City of Orting has identified 61 different gravel bars along the city boundary | Upper Puyallup River DS 19.4 RMP UP 22 RMP | Riverine | Gravel bar scalping would temporarily increase the flood carrying capacity of the river channel through the reach. Suggestions are letter the river re-take more room to naturally flow back to historic locations. RMP 21.3 | TBD |
| ORT-3 | City of Orting | Calistoga Storm Water Project | Carbon River (well 1) | Urban | Upsizing the stormwater piping | $1,600,000 |
| ORT-4 | City of Orting | Water infiltration into sewer lines creating flooding issues inside the treatment plant | Old town Orting | Groundwater | Rehabilitation of Existing sewer lines | $5-10,000,000 |
| PAC-1 | City of Pacific | Flooding along Milwaukee Ditch where the ditch banks are flat. Primary affected properties are adjacent structures and land parcels. The ditch portion in Pierce County is approximately 6500' LF. | South Boundary of Approx 18th Street East to North Boundary of Countyline Rd. | Riverine | 1). Remove 3' of excessive sediment buildup and Reed Canary Grasses in the ditch channel through a heavy maintenance cleaning. | $2,275,000 |
| PUY-1 | City of Puyallup | Sam Peach Park Flooding - Drainage Improvements on 10th-7th Ave NW (Project) | 16th St NW and 10th Ave NW :18th St NW and 10th Ave NW | Urban | 2). Armor one side minimum of the ditch channel with 3 courses of ecology blocks to approximate height of OHWL. | $2,495,000 |
| PUY-2 | City of Puyallup | 12th Ave SW Stormwater Improvements (Project) | 12th Ave NW from 15th ST NW to 11th ST NW | Urban | Replace existing 8 to 12 inch storm sewer with 18 to 24 inch storm sewer. | $948,000 |
| PUY-3 | City of Puyallup | Flooding of old landfill and erosion on the left bank of the Puyallup River - Linden Golf Course Oxbow Setback Levee (LB RM 9.6 -RM 10.5)(Project) | Left Bank - River Mile 9.1 to 10.5 | Riverine | Preliminary design for Levee setback, trail realignment, habitat restoration, erosion protection, landfill removal and floodplain modifications. | $61,759,833 |
| PUY-4 | City of Puyallup | Flooding of commercial/industrial properties on Deer Creek (Project) East Main Deer Creek Culvert Crossing | Upstream of confluence with Puyallup River at East Main and Deer Creek | Riverine | Severity of flooding needs to be better understood and detail the cost of flood damage. Work with property owners to come up with individual solutions which could include flood proofing or evacuation plans. Replace existing undersized culvert under East Main. | $15,340,000 |
| PUY-5 | City of Puyallup | Wapato Creek Diversion Repair (Project) | Diversion Extends from just north of Valley Ave S to the Puyallup River crossing under N Meridian | Riverine | RFP out for advertisement for a condition assessment and retrofit/replacement options for the diversion. | $9,715,000 |
| PUY-6 | City of Puyallup | Flooding at properties along 25th St SE adjacent to Deer Creek - Deer Creek Realignment (Project) | Deer Creek from 12th Ave SE to E Pioneer | Riverine | Replace 4 culverts and reroute Deer Creek through city owned properties while increasing flood storage and habit along the stream corridor. | $4,340,000 |
| PUY-7 | City of Puyallup | 21st St Deer Creek RR Crossing (Project) | Deer Creek Railroad Crossing near 21st ST SE | Riverine | The existing culvert underneath the Burlington Northern railway will be replaced with an appropriately sized fish passable culvert. | $15,340,000 |
| PUY-8 | City of Puyallup | 4th St NW Storm Upgrades for Downtown Revitalization - N-2, N-3, N-4 and N-5; 4th St (Skate Park) PS. (Project) | N-3: 4th Ave SW/SE between 5th St SW and 2nd St SE. N-4: 4th Ave SE between 3rd St SE and 7th St SE and a portion of 3rd St SE north of 4th Ave SE. N-5: West Stewart Ave between 7th St NW and 2nd St NW. 4th St (Skate Park) Pump Station: 4th St NW and Puyallup River | Urban | N-2 -The stormwater mainline will consist of a 36-inch diameter pipe. N-3 - This phase consists of 631 LF of 36-inch diameter pipe and 1,093 LF of 30 inch diameter pipe N-4 - The 4th Ave stormwater line replacement will consist of a 24-inch diameter pipe and the 3rd St SE replacement will be a 12-inch diameter pipe. N-5 - This phase consists of installing an 18-inch diameter pipe. PS - Replace PS that is currently undersized to handle large storm events that occur when the Puyallup River is high | $14,909,500 |
| SUM-1 | City of Sumner | Lower White River Flood Protection -Left Bank 24th Setback | White River (RM 1.8-4.2) | Riverine | 170+ Acre floodplain restoration creating in-stream salmon habitat and floodwater storage. Relocation of water, sewer, gas, and power utilities from within flood area. | $76,000,000 |
| SUM-2 | City of Sumner | Lower White River Flood Protection-Sumner Pointbar | White River (RM 3.9-4.5) | Riverine | Floodplain property acquisition, 25+ Acres of Floodplain reconnection, installation of flood wall eliminating flow path from river to MIC | $59,000,000 |
| SUM-3 | City of Sumner | Lower White River Flood Protection -Stewart Setback | White River (RM 4.4-4.9) | Riverine | Floodplain property acquisition, 10+ Acres of Floodplain reconnection, installation of flood wall eliminating flow path from river to MIC | |
| SUM-4 | City of Sumner | Lower White River Flood Protection -Stewart Road Bridge | White River (RM 5.0) | Riverine | Widening of Stewart Road Bridge, reducing risk of large woody debris backup causing upstream flooding by reducing number of piers within river. | $29,000,000 |
| SUM-5 | City of Sumner | Salmon Creek Undersized culverts | Salmon Creek | Urban | Salmon Creek Culvert Replacements | $3,259,000 |
| TAC-1 | City of Tacoma | Leach Creek Flooding | Leach Creek | Riverine | Channel reconfiguration within the Holding Basin to expand pump operation and to function better at removing peak flows that can cause Leach Creek Flooding | $4,500,000 |
| TAC-2 | City of Tacoma | South Tacoma Way flooding part 1 | Pacific Ave and South Tacoma Way | Urban | Add new pipe and realignment of some stormwater flows to oldest pipes. | $31,000,000 |
| TAC-3 | City of Tacoma | South Tacoma Way flooding part 2 | Pacific Ave and 21st to 15th street | Urban | Add new pipe and outfall. realignment of stormwater flows to new outfall. | $26,000,000 |
| TAC-4 | City of Tacoma | Commencement Bay Resilience & Restoration Master Plan (phase 1) | Commencement Bay | Coastal | Master Plan will address Commencement Bay Coastal flooding issues | $750,000 |
| TAC-5 | City of Tacoma | Stability slope issue on 5-mile Drive | 5 miles Drive Tacoma | Coastal | Redesign of roadway & repaving | $2,000,000 |
| TAC-6 | City of Tacoma | Ruston Way shoreline condition assessment & preliminary design | North Tacoma slopes | Coastal | Conduct a condition assessment for shoreline protection against sea level rise | $1,000,000 |
| UVP-1 | City of University Place | Olympic/Brookside urban flooding | Olympic and Brookside Road | Urban | Upsize conveyance pipping, provide additional detention, improve debris barriers to prevent blocking in the system. | $2,000,000 |
| STE-1 | Town of Steilacoom | Damage to seawall caused by high tides and rising waters. Other park improvements threatened and hazardous condition created. | Sunnyside Beach | Coastal | Portions of the Sunnyside Beach seawall were severely damaged in 2021. This project will repair/replace the seawall in order to prevent further damage to the park and other improvements. | $300,000 |
| WLK-1 | Town of Wilkeson | Wilkeson Creek and Bridge Stabilization | Watershed/ End of town on Wilkeson creek (47.101083, - 122.046454) | Riverine | The creek rerouted in the January 2022 Storm exposing the water mainline. This line travels from the storage tanks, under the creek at the exit to the watershed, into the town for distribution. | $75,000 |
| WLK-2 | Town of Wilkeson | Business District Storm Water Collection Extension | East of the Historic Business District | Urban | Add additional storm water connections to convey the water away from the residences and into a collection system. | $50,000 |
| UPC-1 | Unincorporated Pierce County | Jones Setback Levee | Upper Puyallup River RM 21.2-22.5 right bank upstream of Calistoga Bridge in Orting | Riverine | See Chapter 6 “recommended Capital projects” | $26,100,000 |
| UPC-2 | Unincorporated Pierce County | Rainier Manor/Riverwalk/Rivergrove and SR-410 Flood Wall and Levee | Middle Puyallup River RM 10.7 -12.0 right bank | Riverine | See Chapter 6 “recommended Capital projects” | $14,500,000 |
| UPC-3 | Unincorporated Pierce County | Alward Road Floodplain Acquisition and Setback Levee | Carbon River RM 6.4-8.4 left bank | Riverine | See Chapter 6 “recommended Capital projects” | $26,900,000 |
| UPC-4 | Unincorporated Pierce County | 128th Street Corridor River Improvements | Middle Puyallup River RM 15.8 right bank and left bank and 17.4 right bank and left bank | Riverine | See Chapter 6 “recommended Capital projects” | $17,500,000 |
| UPC-5 | Unincorporated Pierce County | Orville Road Revetment at Kapowsin Creek | Upper Puyallup River RM 26.3-26.8 left bank | Riverine | See Chapter 6 “recommended Capital projects” | $8,400,000 |
| UPC-6 | Unincorporated Pierce County | Neadham Road Floodplain Reconnection | Upper Puyallup RM 25.3- 27.0 right bank | Riverine | See Chapter 6 “recommended Capital projects” | $10,500,000 |
| UPC-7 | Unincorporated Pierce County | Carbon River Setback Levee LB Bridge Street to Upstream of Voights Creek | Carbon River RM 3.0-4.5 left bank | Riverine | See Chapter 6 “recommended Capital projects” | $19,600,000 |
| UPC-8 | Unincorporated Pierce County | Upper Carbon/Fairfax Rd Bank Stabilization | Carbon River RM 21.5-22.9 left bank | Riverine | See Chapter 6 “recommended Capital projects” | $5,000,000 |
| UPC-9 | Unincorporated Pierce County | Carbon River Floodplain Connection Right Bank | Carbon River RM 3.2-4.2 right bank | Riverine | See Chapter 6 “recommended Capital projects” | $4,100,000 |
| UPC-10 | Unincorporated Pierce County | White River Butte Pit Setback | Lower White River RM 4.8- 5.5 right bank | Riverine | See Chapter 6 “recommended Capital projects” | $30,600,000 |
| UPC-11 | Unincorporated Pierce County | Puyallup River Ford Setback - Capital Maintenance | Upper Puyallup River RM 23.5-24.9 right bank | Riverine | See Chapter 6 “recommended Capital projects” | $2,300,000 |
| UPC-12 | Unincorporated Pierce County | Carbon River Setback Levee LB Upstream of Voights Creek to SR 162 Bridge | Carbon River RM 4.5-5.9 left bank | Riverine | See Chapter 6 “recommended Capital projects” | $25,000,000 |
| UPC-13 | Unincorporated Pierce County | White and Puyallup Rivers Confluence Property Acquisition | Lower Puyallup River RM 9.4 and 10.3 right bank, downstream of its confluence with White River | Riverine | See Chapter 6 “recommended Capital projects” | $3,000,000 |
| UPC-14 | Unincorporated Pierce County | Clear Creek Floodplain Reconnection project (RM 2.9, right bank, confluence of Clear Creek and Puyallup River) | Lower Puyallup River RM 2.9 right bank, confluence of Clear Creek and Puyallup river | Riverine | See Chapter 6 “recommended Capital projects” | $58,100,000 |