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Home My WebLink About10-04766-065 JARPA_150623JARPA Revision 2012.2 Page 1 of 15 WASHINGTON STATE Joint Aquatic Resources Permit Application (JARPA) Form 1,2 USE BLACK OR BLUE INK TO ENTER ANSWERS IN THE WHITE SPACES BELOW. Part 1–Project Identification 1. Project Name (A name for your project that you create. Examples: Smith’s Dock or Seabrook Lane Development) [help] Black River Pump Station Sediment Removal Project (USACE Project # NWS-2014-1025) Part 2–Applicant The person and/or organization responsible for the project. [help] 2a. Name (Last, First, Middle) Tom Bean 2b. Organization (If applicable) King County Water and Land Resources Division 2c. Mailing Address (Street or PO Box) 201 S. Jackson Street, Room 600 2d. City, State, Zip Seattle, WA 98104-3855 2e. Phone (1) 2f. Phone (2) 2g. Fax 2h. E-mail (206) 477-4638 ( ) ( ) Tom.Bean@kingcounty.gov 1Additional forms may be required for the following permits: • If your project may qualify for Department of the Army authorization through a Regional General Permit (RGP), contact the U.S. Army Corps of Engineers for application information (206) 764-3495. • If your project might affect species listed under the Endangered Species Act, you will need to fill out a Specific Project Information Form (SPIF) or prepare a Biological Evaluation. Forms can be found at http://www.nws.usace.army.mil/Missions/CivilWorks/Regulatory/PermitGuidebook/EndangeredSpecies.aspx. • Not all cities and counties accept the JARPA for their local Shoreline permits. If you need a Shoreline permit, contact the appropriate city or county government to make sure they accept the JARPA. 2To access an online JARPA form with [help] screens, go to http://www.epermitting.wa.gov/site/alias__resourcecenter/jarpa_jarpa_form/9984/jarpa_form.aspx. For other help, contact the Governor’s Office for Regulatory Innovation and Assistance at (800) 917-0043 or help@ora.wa.gov. AGENCY USE ONLY Date received: Agency reference #: Tax Parcel #(s): JARPA Revision 2012.2 Page 2 of 15 Part 3–Authorized Agent or Contact Person authorized to represent the applicant about the project. (Note: Authorized agent(s) must sign 11b of this application.) [help] 3a. Name (Last, First, Middle) Ritchotte, George L. 3b. Organization (If applicable) Herrera Environmental Consultants, Inc. 3c. Mailing Address (Street or PO Box) 2200 6th Avenue, Suite 1100 3d. City, State, Zip Seattle, WA 98121 3e. Phone (1) 3f. Phone (2) 3g. Fax 3h. E-mail (206) 787-8288 ( ) ( ) gritchotte@herrerainc.com Part 4–Property Owner(s) Contact information for people or organizations owning the property(ies) where the project will occur. Consider both upland and aquatic ownership because the upland owners may not own the adjacent aquatic land. [help] Same as applicant. (Skip to Part 5.) Repair or maintenance activities on existing rights-of-way or easements. (Skip to Part 5.) There are multiple upland property owners. Complete the section below and fill out JARPA Attachment A for each additional property owner. Your project is on Department of Natural Resources (DNR)-managed aquatic lands. If you don’t know, contact the DNR at (360) 902-1100 to determine aquatic land ownership. If yes, complete JARPA Attachment E to apply for the Aquatic Use Authorization. 4a. Name (Last, First, Middle) 4b. Organization (If applicable) 4c. Mailing Address (Street or PO Box) 4d. City, State, Zip 4e. Phone (1) 4f. Phone (2) 4g. Fax 4h. E-mail ( ) ( ) ( ) JARPA Revision 2012.2 Page 3 of 15 Part 5–Project Location(s) Identifying information about the property or properties where the project will occur. [help] There are multiple project locations (e.g. linear projects). Complete the section below and use JARPA Attachment B for each additional project location. 5a. Indicate the type of ownership of the property. (Check all that apply.) [help] Private Federal Publicly owned (state, county, city, special districts like schools, ports, etc.) Tribal Department of Natural Resources (DNR) – managed aquatic lands (Complete JARPA Attachment E) 5b. Street Address (Cannot be a PO Box. If there is no address, provide other location information in 5p.) [help] 550 Monster Rd 5c. City, State, Zip (If the project is not in a city or town, provide the name of the nearest city or town.) [help] Renton, WA 98055 5d. County [help] King 5e. Provide the section, township, and range for the project location. [help] ¼ Section Section Township Range SW 13 23 North 4 East 5f. Provide the latitude and longitude of the project location. [help] • Example: 47.03922 N lat. / -122.89142 W long. (Use decimal degrees - NAD 83) 47.475327N/122.245100W 5g. List the tax parcel number(s) for the project location. [help] • The local county assessor’s office can provide this information. 3779200090 and 7229500281 5h. Contact information for all adjoining property owners. (If you need more space, use JARPA Attachment C.) [help] Name Mailing Address Tax Parcel # (if known) City of Renton 1055 S Grady Way Renton, WA 98055 3779200119; 3779200116; 9188000150; 1323049078 BNSF P.O. Box 961089 Fort Worth, TX 76161 1323049009 Washington Department of Natural Resources P.O. Box 47016 Olympia, WA 98504 7229500310 5i. List all wetlands on or adjacent to the project location. [help] Four wetlands were mapped in the project vicinity, wetlands A, B, C, and D. Please refer to the Wetland and Stream Delineation Report (Appendix A) for additional details. JARPA Revision 2012.2 Page 4 of 15 5j. List all waterbodies (other than wetlands) on or adjacent to the project location. [help] Black River; LLID 1222505474742 5k. Is any part of the project area within a 100-year floodplain? [help] Yes No Don’t know 5l. Briefly describe the vegetation and habitat conditions on the property. [help] The project will take place in and adjacent to the Black River. Riparian and wetland vegetation includes black cottonwood (Populus balsamifera), big -leaf maple (Acer macrophyllum), red alder (Alnus rubra), willows (Salix spp.), Pacific dogwood (Cornus nuttallii), cattail (Typha latifolia), Himalayan blackberry (Rubus armeniacus), and reed canarygrass (Phalaris arundinacea). Upland vegetation within the project footprint consists primarily of maintained lawn dominated by Kentucky bluegrass (Poa pratensis), with some scattered snowberry (Symphoricarpos albus) and a few shore pines (Pinus contorta). The Black River Pump Station impounds water behind the dam, creating a large, slow-moving pool. The river is listed as impaired on the state 303(d) list for fecal coliform and is listed as a water of concern for dissolved oxygen and temperature. There is little large woody debris and no undercut banks or off-channel habitat. Substrates consist of fine-grained sand and silt. Sediment samples collected by King County indicate that the sediment contains levels of arsenic, cadmium, and total petroleum hydrocarbons (TPHs) that exceed the Model Toxics Control Act (MTCA) Method A or B cleanup levels for unrestricted land use. In addition, sediment exceeds freshwater sediment quality criteria for TPHs, bis (2-ethylhexyl) phthalate, polychlorinated biphenyls (PCBs), arsenic, cadmium, and nickel. 5m. Describe how the property is currently used. [help] The Black River Pump Station and parking lot are on the western portion of the property. The eastern part of the property is open space adjacent to the City of Renton’s 92-acre Black River Riparian Forest and Wetland. 5n. Describe how the adjacent properties are currently used. [help] Surrounding properties are primarily undeveloped. Adjacent properties to the east are part of the Black River Riparian Forest and Wetland. A regional trail parallels the north side of the river, and BNSF railroad tracks are immediately north of the trail. Monster Road borders the property to the south. 5o. Describe the structures (above and below ground) on the property, including their purpose(s) and current condition. [help] The Black River Pump Station and associated infrastructure are located on the property. The pump station consists of a concrete dam that spans the Black River channel, with eight pumps to convey flow from the forebay behind the dam to the downstream Black River channel. The pump station provides flood control for the lower Green River Valley. The dam is in good condition. 5p. Provide driving directions from the closest highway to the project location, and attach a map. [help] From I-405 North take exit 1. • Turn left on SR181 at the end of the off ramp • Turn right on SW Grady Way after passing underneath I-405 • Turn left onto Oakesdale Avenue SW From I-405 South, take exit 2A. • Turn right onto SR167 • Take a left on SW Grady Way • Take a right on Oakesdale Avenue SW Follow Oakesdale Avenue (which becomes Monster Road SW) until just beyond SW 7th St. The parking lot is on the right, just before the pump station. JARPA Revision 2012.2 Page 5 of 15 Part 6–Project Description 6a. Briefly summarize the overall project. You can provide more detail in 6b. [help] The King County Water and Land Resources Division operates the Black River Pump Station to provide flood control protection for the lower Green River Valley. King County plans to remove sediment that has accumulated in the pump station forebay. Project construction would entail: • Staging and site preparation, which will include constructing a sediment stockpiling, decant and treatment area and crane pad • Mobilizing equipment in the work area • Isolating the in-water work area with turbidity curtains, cofferdams, temporary flow diversion structures, or other best management practices (BMPs) • Excluding fish from the in-water work area • Pumping the Black River through a temporary bypass pipe on the north side of the river • Placing sediment removal equipment in the work area using the crane • Removing and stockpiling sediment adjacent to the river • Decanting stockpiled sediment and treating the wastewater • Removing in-water BMPs • Hauling sediment off site • Restoring and replanting any cleared areas. 6b. Describe the purpose of the project and why you want or need to perform it. [help] Sediment that has accumulated upstream of the pump station since its construction in the 1970s is now an operational concern for the facility. The project is necessary to maintain the pump station’s flood control capacity. King County proposes to remove about 2,900 cubic yards of sediment from the river channel, extending from the pump station to approximately 100 feet upstream. 6c. Indicate the project category. (Check all that apply) [help] Commercial Residential Institutional Transportation Recreational Maintenance Environmental Enhancement 6d. Indicate the major elements of your project. (Check all that apply) [help] Aquaculture Bank Stabilization Boat House Boat Launch Boat Lift Bridge Bulkhead Buoy Channel Modification Culvert Dam / Weir Dike / Levee / Jetty Ditch Dock / Pier Dredging Fence Ferry Terminal Fishway Float Floating Home Geotechnical Survey Land Clearing Marina / Moorage Mining Outfall Structure Piling/Dolphin Raft Retaining Wall (upland) Road Scientific Measurement Device Stairs Stormwater facility Swimming Pool Utility Line Other: Revegetation JARPA Revision 2012.2 Page 6 of 15 6e. Describe how you plan to construct each project element checked in 6d. Include specific construction methods and equipment to be used. [help] • Identify where each element will occur in relation to the nearest waterbody. • Indicate which activities are within the 100-year floodplain. Land clearing: Prior to dredging, a staging and sediment stockpiling, decant, and water treatment area will be constructed on the south side of the river. That size of staging area is approximately 13,359 square feet and includes an access road to the Black River. The staging area overlaps with portions of the buffers of Wetlands B and C, and falls almost entirely within the 200-foot regulatory buffer of the Black River. Approximately 8,766 square feet of vegetation will be removed: 528 square feet of combined Wetland C and stream buffer; 1,171 square feet of stream buffer only; 3,825 square feet of combined Wetland B and stream buffer; 2,856 square feet of Wetland B buffer only; and 386 square feet of combined Wetland B, C, and stream buffer. The remaining portion of the staging area (4,593 square feet) will be located on the pump station parking lot. Wetland B is a Category III emergent and scrub-shrub wetland dominated by reed canarygrass and Himalayan blackberry. Wetland C is a Category IV emergent, scrub-shrub, and forested wetland. The buffer for both wetlands is primarily disturbed upland adjacent to the parking lot pump station consisting almost entirely of Kentucky bluegrass. One shore pine, which is 15 inches diameter at breast height (dbh), is in the middle of the grassy area and will be cleared. Vegetation within the proposed access road alignment consists of several small (2- to 4-inch dbh) alders and two small (2-inch dbh) Douglas-firs with an understory of reed canarygrass and Himalayan blackberry. The Black River will be pumped through a bypass pipe for the duration of in-water work. The pipe will run along the north bank of the river through portions of the buffer of Wetland D and the Black River. There may be some minor vegetation clearing in the bypass pipe alignment, resulting in approximately 10,019 square feet of combined Wetland D/stream buffer impact, and roughly 3,738 square feet of stream buffer impact. Upland vegetation within the alignment consists of weedy herbaceous species such as reed canarygrass, tansy (Tanacetum vulgare), and Himalayan blackberry. On the shoreline, yellow flag iris (Iris pseudacorus) dominates. No woody vegetation will be cleared to lay the pipe. Dredging: Sediment will be removed by dewatered mechanical excavation, which will involve isolating the sediment removal area from the river by constructing a temporary flow diversion structure (e.g., cofferdam) spanning the entire width of the river, installing temporary pumps and piping to divert the river, and dewatering the sediment removal area. Installation of a flow diversion structure will not require impact driving. Flows will be rerouted through pipes on the north bank of the river. Pipes will be placed on existing fill pads and gravel access roads. The work area will be partially dewatered using the pump station pumps until water levels are too low or turbidity levels are too high, at which point portable pumps will be used to remove the remaining water. Pumps will remain on site during excavation to remove water that may seep past the cofferdam. Water will be pumped downstream of the pump station, unless it is too turbid to meet Ecology Surface Water Quality Criteria, in which case it will be pumped directly to the onsite decant facility for treatment prior to being discharged back into the Black River. Fish capture and removal will be conducted by a qualified biologist. Fish will be removed from the in-water work zone prior to and during dewatering using a combination of seine and dip netting. Electrofishing may be used once adult and sub-adult fish have been removed from the work area. Any portable pumps used to dewater the area will be fitted with screens to prevent fish from being sucked into the pumps per RCW 77.57.070. Nets will be composed of non-abrasive nylon material. Fish handling will be kept to the minimum necessary to remove fish from the area. Sediment will be removed from the riverbed using conventional excavation equipment such as clamshell buckets or backhoes, and stockpiled in the dewatering area. A crane pad will be built in the staging area to support a crane that will lift and remove equipment into and from the riverbed. Water that drains from the sediment will be contained and treated prior to being discharged back into the Black River. Water will be tested prior to discharge; if it does not meet surface water quality criteria it will be JARPA Revision 2012.2 Page 7 of 15 discharged to the sanitary sewer system or hauled off site for disposal. Drying agents may be used to dewater the sediment; the Black River will not be exposed to drying agents. Dewatered sediment will be hauled off site for disposal at a facility approved to accept such waste. Revegetation: Cleared areas will be revegetated with native species once construction is complete. Refer to the Wetland and Stream Buffer Mitigation Report (Appendix B) for details. 6f. What are the anticipated start and end dates for project construction? (Month/Year) [help] • If the project will be constructed in phases or stages, use JARPA Attachment D to list the start and end dates of each phase or stage. Start date: May 2016 End date: October 2017 See JARPA Attachment D Staging area construction will begin as early as May 2016. Dredging will occur during the in-water work window of July 1 through August 31. The project will be conducted over two in-water work windows in 2016 and 2017. Site restoration and revegetation will occur in September and October of 2017. The project may be completed as early as October of 2016 if dredging can be accomplished in one season. 6g. Fair market value of the project, including materials, labor, machine rentals, etc. [help] $1,596,200 6h. Will any portion of the project receive federal funding? [help] • If yes , list each agency providing funds. Yes No Don’t know Part 7–Wetlands: Impacts and Mitigation Check here if there are wetlands or wetland buffers on or adjacent to the project area. (If there are none, skip to Part 8.) [help] 7a. Describe how the project has been designed to avoid and minimize adverse impacts to wetlands. [help] Not applicable Project staff met with the representatives from the US Army Corps of Engineers (Project # NWS-2014-1025), Washington State Department of Ecology, and the Muckleshoot Indian Tribe on November 12, 2014, to discuss the project. Project staff also met with representatives from the City of Renton on December 8, 2014, and from Herons Forever on December 9, 2014. Based on feedback from those organizations, the project design was modified to avoid wetland and buffer impacts: • The staging area was moved from the north side of the river to the south side to avoid impacts on Wetland D. • The south side staging area was sized and located to avoid impacts on Wetlands B and C. • Buffer impacts have been minimized to the extent possible. o The access road to the Black River was designed to avoid impacts on trees great than 4 inches dbh. o The staging area was designed to minimize clearing of native vegetation. No native vegetation will be cleared for the stockpiling and dewatering area. o The staging area was sized and located outside the drip line of large trees to minimize impacts on root systems. 7b. Will the project impact wetlands? [help] Yes No Don’t know JARPA Revision 2012.2 Page 8 of 15 7c. Will the project impact wetland buffers? [help] Yes No Don’t know 7d. Has a wetland delineation report been prepared? [help] • If Yes, submit the report, including data sheets, with the JARPA package. Yes No 7e. Have the wetlands been rated using the Western or Eastern Washington Wetland Rating System? [help] • If Yes, submit the wetland rating forms and figures with the JARPA package. Yes No Don’t know Wetland rating forms are provided in the Draft Wetland and Stream Delineation Report (Appendix A). 7f. Have you prepared a mitigation plan to compensate for any adverse impacts to wetlands? [help] • If Yes, submit the plan with the JARPA package and answer 7g. • If No, or Not applicable, explain below why a mitigation plan should not be required. Yes No Not applicable There are no wetland impacts, but a buffer mitigation plan has been prepared per City of Renton municipal code and is provided in Appendix B. 7g. Summarize what the mitigation plan is meant to accomplish, and describe how a watershed approach was used to design the plan. [help] The mitigation plan was designed to restore temporary impacts on stream and wetland buffers. Non-native species in cleared areas will be replaced with native species to provide improved ecological functions and additional wildlife habitat. A watershed approach was implemented by providing onsite, in-kind mitigation. 7h. Use the table below to list the type and rating of each wetland impacted, the extent and duration of the impact, and the type and amount of mitigation proposed. Or if you are submitting a mitigation plan with a similar table, you can state (below) where we can find this information in the plan. [help] Activity (fill, drain, excavate, flood, etc.) Wetland Name1 Wetland type and rating category2 Impact area (sq. ft. or Acres) Duration of impact3 Proposed mitigation type4 Wetland mitigation area (sq. ft. or acres) N/A 1 If no official name for the wetland exists, create a unique name (such as “Wetland 1”). The name should be consistent with other project documents, such as a wetland delineation report. 2 Ecology wetland category based on current Western Washington or Eastern Washington Wetland Rating System. Provide the wetland rating forms with the JARPA package. 3 Indicate the days, months or years the wetland will be measurably impacted by the activity. Enter “permanent” if applicable. 4 Creation (C), Re-establishment/Rehabilitation (R), Enhancement (E), Preservation (P), Mitigation Bank/In-lieu fee (B) Page number(s) for similar information in the mitigation plan, if available: 7i. For all filling activities identified in 7h, describe the source and nature of the fill material, the amount in cubic yards that will be used, and how and where it will be placed into the wetland. [help] Not applicable. 7j. For all excavating activities identified in 7h, describe the excavation method, type and amount of material in cubic yards you will remove, and where the material will be disposed. [help] Not applicable. JARPA Revision 2012.2 Page 9 of 15 Part 8–Waterbodies (other than wetlands): Impacts and Mitigation In Part 8, “waterbodies” refers to non-wetland waterbodies. (See Part 7 for information related to wetlands.) [help] Check here if there are waterbodies on or adjacent to the project area. (If there are none, skip to Part 9.) 8a. Describe how the project is designed to avoid and minimize adverse impacts to the aquatic environment. [help] Not applicable Dredging will take place within the Black River from behind the face of the dam to approximately 100 feet upstream. The project will incorporate the following minimization measures: • In-water work will occur during the approved in-water work window (July 1 to August 31). • The project has been designed to limit turbidity by dewatering the dredge area and bypassing Black River flows around the work zone. BMPs will be implemented to minimize the spread of sediment. The project has developed a water quality monitoring plan (Appendix C) to ensure compliance with Washington State water quality standards. Points of compliance have been established 100 feet upstream and downstream of the in-water work zone. Turbidity, temperature, dissolved oxygen, and pH will all be monitored to ensure project design and BMPs are functioning as proposed. • Turbidity curtains or other BMPs will be used to minimize turbidity and the spread of potentially contaminated sediments. • At the upstream extent of the dredged area, the face of the dredge prism will be angled to prevent remaining sediment from slumping into the work zone and increasing turbidity. • A sand cap of approximately 280 cubic yards will be placed over the dredged area to minimize the potential for post-project sediment mobilization. • All water removed from the river during dewatering and decant activities will be treated to meet Ecology Surface Water Quality Criteria for turbidity and toxics before being discharged into the Black River downstream of the pump station. Water that does not meet Surface Water Quality Criteria will be taken off site for treatment and disposal. • Drying agents used to dry sediment will not be allowed to contact Waters of the State. • A Temporary Erosion and Sediment Control plan will be implemented during construction to prevent and reduce the potential for erosion. The plan requires the placement and maintenance of erosion control measures on site throughout construction. Measures could include placement of straw wattles, silt fences, temporary seeding, and/or soil coverings as appropriate. • An engineer-approved Spill Prevention Control and Countermeasures plan will be implemented to guard against the release of any harmful pollutants or products. • All cleared areas will be revegetated with native plant species following construction. • The project will comply with all terms and conditions of applicable state and local regulations and permits. • Fish will be removed from the in-water work zone by a qualified biologist prior to dredging. Fish handling will be minimized to the extent possible. Seining and dip netting is the preferred removal method. Nets will be composed of non-abrasive materials. Electrofishing may be used to remove any remaining fish once adults and sub-adult fish have been excluded from the in-water work area. Electrofishing will comply with the most recent US Fish and Wildlife Service and National Marine Fisheries Service guidelines. 8b. Will your project impact a waterbody or the area around a waterbody? [help] Yes No 8c. Have you prepared a mitigation plan to compensate for the project’s adverse impacts to non-wetland waterbodies? [help] • If Yes, submit the plan with the JARPA package and answer 8d. • If No, or Not applicable, explain below why a mitigation plan should not be required. Yes No Not applicable JARPA Revision 2012.2 Page 10 of 15 Impacts on the Black River will be temporary and limited to the duration of dredging (approximately six weeks each during July and August of 2016 and July and August of 2017). There will be no permanent alteration to hydrology or streambanks. Minor vegetation impacts are addressed in the buffer mitigation report. 8d. Summarize what the mitigation plan is meant to accomplish. Describe how a watershed approach was used to design the plan. • If you already completed 7g you do not need to restate your answer here. [help] N/A 8e. Summarize impact(s) to each waterbody in the table below. [help] Activity (clear, dredge, fill, pile drive, etc.) Waterbody name1 Impact location2 Duration of impact3 Amount of material (cubic yards) to be placed in or removed from waterbody Area (sq. ft. or linear ft.) of waterbody directly affected Dredging Black River Black River Pump Station forebay 6 weeks each in 2016 and 2017 2,900 cubic yards of sediment Points of compliance for turbidity have been established 100 feet upstream of in-water work and 100 feet downstream of the Black River Pump Station. Fill (sand cap) Black River Black River Pump Station forebay Permanent 280 cubic yards 100 feet upstream of the pump station 1 If no official name for the waterbody exists, create a unique name (such as “Stream 1”) The name should be consistent with other documents provided. 2 Indicate whether the impact will occur in or adjacent to the waterbody. If adjacent, provide the distance between the impact and the waterbody and indicate whether the impact will occur within the 100-year flood plain. 3 Indicate the days, months or years the waterbody will be measurably impacted by the work. Enter “permanent” if applicable. 8f. For all activities identified in 8e, describe the source and nature of the fill material, amount (in cubic yards) you will use, and how and where it will be placed into the waterbody. [help] Approximately 280 cubic yards of clean sand will be placed on the riverbed once dredging is complete to minimize mobilization of fine sediment. Traditional upland earthwork equipment will be used to place the sand cap while the work area is dewatered. 8g. For all excavating or dredging activities identified in 8e, describe the method for excavating or dredging, type and amount of material you will remove, and where the material will be disposed. [help] Sediment will be removed by dewatered mechanical excavation, which will involve isolating the sediment removal area from the river by constructing a temporary flow diversion structure (e.g., cofferdam) spanning the entire width of the river, installing temporary pumps and piping to divert the river, and dewatering the sediment removal area. Sediment will be excavated with conventional excavation equipment such as clamshell buckets or backhoes, and stockpiled in the dewatering area. Water that drains from the sediment will be contained and treated prior to being discharged back into the Black River. Water will be tested prior to discharge; if it does not meet surface water quality criteria, it will be discharged to the sanitary sewer system or hauled off site for disposal. Dewatered sediment will be hauled off site for disposal at a facility approved to accept such waste. Hydraulic dredging (using suction pumps to remove sediment and entrained water) may also be used to remove sediments within the pump bay area behind the trash racks due to difficulty accessing that area. Once dredging is complete, a sand cap approximately 1 foot thick will be placed over the dredged area to minimize the potential for sediment mobilization when the area is rewatered. JARPA Revision 2012.2 Page 11 of 15 Part 9–Additional Information Any additional information you can provide helps the reviewer(s) understand your project. Complete as much of this section as you can. It is ok if you cannot answer a question. 9a. If you have already worked with any government agencies on this project, list them below. [help] Agency Name Contact Name Phone Most Recent Date of Contact US Army Corps of Engineers Suzanne Anderson 206-764-3708 12/18/14 Washington State Department of Ecology Rebekah Padgett 425-649-7129 12/18/14 Muckleshoot Indian Tribe Martin Fox 253-939-3311 11/12/14 City of Renton Department of Public Works Ron Straka 425-430-7248 10/30/14 City of Renton Department of Community and Economic Development Clark Close 425-430-7289 5/4/15 9b. Are any of the wetlands or waterbodies identified in Part 7 or Part 8 of this JARPA on the Washington Department of Ecology’s 303(d) List? [help] • If Yes, list the parameter(s) below. • If you don’t know, use Washington Department of Ecology’s Water Quality Assessment tools at: http://www.ecy.wa.gov/programs/wq/303d/. Yes No The Black River is on the Washington State Department of Ecology’s 303(d) list for the following parameters: • Fecal coliform • Dissolved oxygen • Temperature • bis(2ethylnexyl)phthalate 9c. What U.S. Geological Survey Hydrological Unit Code (HUC) is the project in? [help] • Go to http://cfpub.epa.gov/surf/locate/index.cfm to help identify the HUC. HUC 171100130305 9d. What Water Resource Inventory Area Number (WRIA #) is the project in? [help] • Go to http://www.ecy.wa.gov/services/gis/maps/wria/wria.htm to find the WRIA #. WRIA 9 9e. Will the in-water construction work comply with the State of Washington water quality standards for turbidity? [help] • Go to http://www.ecy.wa.gov/programs/wq/swqs/criteria.html for the standards. Yes No Not applicable A water quality monitoring plan has been developed to ensure compliance with Washington State water quality standards for turbidity. 9f. If the project is within the jurisdiction of the Shoreline Management Act, what is the local shoreline environment designation? [help] • If you don’t know, contact the local planning department. • For more information, go to: http://www.ecy.wa.gov/programs/sea/sma/laws_rules/173-26/211_designations.html. Rural Urban Natural Aquatic Conservancy Other ____________ JARPA Revision 2012.2 Page 12 of 15 9g. What is the Washington Department of Natural Resources Water Type? [help]  Go to http://www.dnr.wa.gov/BusinessPermits/Topics/ForestPracticesApplications/Pages/fp_watertyping.aspx for the Forest Practices Water Typing System. Shoreline Fish Non-Fish Perennial Non-Fish Seasonal 9h. Will this project be designed to meet the Washington Department of Ecology’s most current stormwater manual? [help]  If No, provide the name of the manual your project is designed to meet. Yes No Name of manual: 2012 Stormwater Management Manual for Western Washington, as amended in December 2014. 9i. Does the project site have known contaminated sediment? [help]  If Yes, please describe below. Yes No Sediment samples collected by King County indicate that the sediment contains levels of arsenic, cadmium, and TPHs that exceed the Model Toxics Control Act (MTCA) Method A or B cleanup levels for unrestricted land use. In addition, sediment exceeds freshwater sediment quality criteria for TPHs, bis (2-ethylhexyl) phthalate, PCBs, arsenic, cadmium, and nickel. Road runoff over the years is the likely source of most contaminants. 9j. If you know what the property was used for in the past, describe below. [help] Prior to the construction of the Black River Pump Station in the 1970s, the property was riparian open space. 9k. Has a cultural resource (archaeological) survey been performed on the project area? [help]  If Yes, attach it to your JARPA package. Yes No The Cultural Resources Report is provided in Appendix D. 9l. Name each species listed under the federal Endangered Species Act that occurs in the vicinity of the project area or might be affected by the proposed work. [help] Puget Sound Chinook salmon (Oncorhynchus tshawytscha) Puget Sound steelhead (O. mykiss) Coastal-Puget Sound bull trout (Salvelinus confluentus) See the Biological Evaluation in Appendix E for additional information on ESA-listed species in the project area. JARPA Revision 2012.2 Page 13 of 15 9m. Name each species or habitat on the Washington Department of Fish and Wildlife’s Priority Habitats and Species List that might be affected by the proposed work. [help] Common name Scientific name Status1 Presence in study area River lamprey Lampetra ayresi FCo, SC Likely to occur Bald eagle Haliaeetus leucocephalus FCo, SS Documented Great blue heron Ardea herodias SM Documented Turkey vulture Cathartes aura SM Likely to occur Osprey Pandeon haliaetus SM Documented Peregrine falcon Falco peregrinus FCo, SS Possible Pileated woodpecker Dryocopus pileatus SC Documented Townsend’s big- eared bat Corynorhinus townsendii FCo, SC Possible Biodiversity area and corridor Not applicable PH Urban deciduous riparian forest with great blue heron nesting and waterfowl use. Waterfowl concentrations Not applicable PH Ponds provide urban wintering dabbling and diving duck habitat. See the Habitat Data Report in Appendix F for additional information on species and habitats in the project vicinity. Part 10–SEPA Compliance and Permits Use the resources and checklist below to identify the permits you are applying for. • Online Project Questionnaire at http://apps.ecy.wa.gov/opas/. • Governor’s Office for Regulatory Innovation and Assistance at (800) 917-0043 or help@ora.wa.gov. • For a list of addresses to send your JARPA to, click on agency addresses for completed JARPA. 10a. Compliance with the State Environmental Policy Act (SEPA). (Check all that apply.) [help] • For more information about SEPA, go to www.ecy.wa.gov/programs/sea/sepa/e-review.html. A copy of the SEPA determination or letter of exemption is included with this application in Appendix G. A SEPA determination is pending with King County. The expected decision date is March 15, 2015. I am applying for a Fish Habitat Enhancement Exemption. (Check the box below in 10b.) [help] This project is exempt (choose type of exemption below). Categorical Exemption. Under what section of the SEPA administrative code (WAC) is it exempt? Other: SEPA is pre-empted by federal law. 10b. Indicate the permits you are applying for. (Check all that apply.) [help] LOCAL GOVERNMENT JARPA Revision 2012.2 Page 14 of 15 Local Government Shoreline permits: Substantial Development Conditional Use Variance Shoreline Exemption Type (explain): Normal maintenance or repair Other City/County permits: Floodplain Development Permit Critical Areas Ordinance STATE GOVERNMENT Washington Department of Fish and Wildlife: Hydraulic Project Approval (HPA) Fish Habitat Enhancement Exemption – Attach Exemption Form Effective July 10, 2012, you must submit a check for $150 to Washington Department of Fish and Wildlife, unless your project qualifies for an exemption or alternative payment method below. Do not send cash. Check the appropriate boxes: $150 check enclosed. Check # Attach check made payable to Washington Department of Fish and Wildlife. My project is exempt from the application fee. (Check appropriate exemption) HPA processing is conducted by applicant-funded WDFW staff. Agreement # Mineral prospecting and mining. Project occurs on farm and agricultural land. (Attach a copy of current land use classification recorded with the county auditor, or other proof of current land use.) Project is a modification of an existing HPA originally applied for, prior to July 10, 2012. HPA # Washington Department of Natural Resources: Aquatic Use Authorization Complete JARPA Attachment E and submit a check for $25 payable to the Washington Department of Natural Resources. Do not send cash. Washington Department of Ecology: Section 401 Water Quality Certification FEDERAL GOVERNMENT United States Department of the Army permits (U.S. Army Corps of Engineers): Section 404 (discharges into waters of the U.S.) Section 10 (work in navigable waters) United States Coast Guard permits: Private Aids to Navigation (for non-bridge projects) JARPA Revision 2012.2 Page 15 of 15 Part 11–Authorizing Signatures Signatures are required before submitting the JARPA package. The JARPA package includes the JARPA form, project plans, photos, etc. [help] 11a. Applicant Signature (required) [help] I certify that to the best of my knowledge and belief, the information provided in this application is true, complete, and accurate. I also certify that I have the authority to carry out the proposed activities, and I agree to start work only after I have received all necessary permits. I hereby authorize the agent named in Part 3 of this application to act on my behalf in matters related to this application. _________ (initial) By initialing here, I state that I have the authority to grant access to the property. I also give my consent to the permitting agencies entering the property where the project is located to inspect the project site or any work related to the project. _________ (initial) Applicant Printed Name Applicant Signature Date 11b. Authorized Agent Signature [help] I certify that to the best of my knowledge and belief, the information provided in this application is true, complete, and accurate. I also certify that I have the authority to carry out the proposed activities and I agree to start work only after all necessary permits have been issued. Authorized Agent Printed Name Authorized Agent Signature Date 11c. Property Owner Signature (if not applicant) [help] Not required if project is on existing rights-of-way or easements. I consent to the permitting agencies entering the property where the project is located to inspect the project site or any work. These inspections shall occur at reasonable times and, if practical, with prior notice to the landowner. Property Owner Printed Name Property Owner Signature Date 18 U.S.C §1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly falsifies, conceals, or covers up by any trick, scheme, or device a material fact or makes any false, fictitious, or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious, or fraudulent statement or entry, shall be fined not more than $10,000 or imprisoned not more than 5 years or both. If you require this document in another format, contact the Governor’s Office for Regulatory Innovation and Assistance (ORIA) at (800) 917-0043. People with hearing loss can call 711 for Washington Relay Service. People with a speech disability can call (877) 833-6341. ORIA publication number: ENV-019-09 rev. 08/2013 JARPA Attachment D Revision 2012.2 Page 1 of 1 WASHINGTON STATE Joint Aquatic Resources Permit Application (JARPA) [help] Attachment D: Construction sequence [help] Use this attachment only if your project will be constructed in phases or stages. Complete the outline showing the construction sequence and timing of activities, including the start and end dates of each phase or stage. Use black or blue ink to enter answers in white spaces below. Phase or Stage Start Date End Date Activity Description Stage I May 2016 September 2016 Staging area construction, dredging, sediment dewatering and disposal, potential site restoration if project can be completed in one season. Stage 2 June 2017 October 2017 Dredging, sediment dewatering and disposal, site restoration. If you require this document in another format, contact the Governor’s Office for Regulatory Innovation and Assistance (ORIA) at (800) 917-0043. People with hearing loss can call 711 for Washington Relay Service. People with a speech disability can call (877) 833-6341. ORIA publication number: ENV-023-09 rev. 08/2013 AGENCY USE ONLY Date received: Agency reference #: Tax Parcel #(s): TO BE COMPLETED BY APPLICANT [help] Project Name: DATE OF PRINT: Jun 18, 2015 8:51:26am - BY: emarshall - FILE LOCATION: O:\proj\Y2010\10-04766-065\CAD\Dwg\JARPA\JARPA 1.dwg STATE: COUNTY: LOCATION: PURPOSE: REFERENCE NO:- 6OF:SHEET:DATE: APPLICANT: LAT/LONG: 47.475327N / 122.245100W VERTICAL DATUM:NAVD 88 APPLICATION FOR: BLACK RIVER PUMP STATION SEDIMENT REMOVAL JUNE 2015 FIGURE WA KING 550 MONSTER ROAD SW PUMP STATION SEDIMENT REMOVAL PREPARED BY HERRERA ENVIRONMENTAL CONSULTANTS CITY:RENTON VICINITY MAP AND SHEET INDEX 1 1 SITE LOCATION VICINITY MAP NOT TO SCALE PROJECT LOCATION SHEET INDEX SHEET NO.DESCRIPTION 1 VICINITY MAP AND SHEET INDEX 2 ADJACENT OWNERS 3 FOREBAY SEDIMENT REMOVAL PLAN 4 STOCKPILE, DECANT, WATER TREATMENT, AND STAGING AREAS 5 SECTIONS 6 DETAILS DATE OF PRINT: Jun 18, 2015 8:51:32am - BY: emarshall - FILE LOCATION: O:\proj\Y2010\10-04766-065\CAD\Dwg\JARPA\JARPA 2.dwg STATE: COUNTY: LOCATION: PURPOSE: REFERENCE NO:- 6OF:SHEET:DATE: APPLICANT: LAT/LONG: 47.475327N / 122.245100W VERTICAL DATUM:NAVD 88 APPLICATION FOR: BLACK RIVER PUMP STATION SEDIMENT REMOVAL JUNE 2015 FIGURE WA KING 550 MONSTER ROAD SW PUMP STATION SEDIMENT REMOVAL PREPARED BY HERRERA ENVIRONMENTAL CONSULTANTS CITY:RENTON ADJACENT OWNERS 2 2 3779200119 CITY OF RENTON 3779200116 CITY OF RENTON 1323049009 BNSF 1323049078 CITY OF RENTON 7229500281 - CITY OF RENTON PROJECT SITE 7229500310 DEPARTMENT OF NATURAL RESOURCES XXXXXXXXXXDATE OF PRINT: Jun 18, 2015 8:51:39am - BY: emarshall - FILE LOCATION: O:\proj\Y2010\10-04766-065\CAD\Dwg\JARPA\JARPA 3.dwg STATE: COUNTY: LOCATION: PURPOSE: REFERENCE NO:- 6OF:SHEET:DATE: APPLICANT: LAT/LONG: 47.475327N / 122.245100W VERTICAL DATUM:NAVD 88 APPLICATION FOR: BLACK RIVER PUMP STATION SEDIMENT REMOVAL JUNE 2015 FIGURE WA KING 550 MONSTER ROAD SW PUMP STATION SEDIMENT REMOVAL PREPARED BY HERRERA ENVIRONMENTAL CONSULTANTS CITY:RENTON FOREBAY SEDIMENT REMOVAL PLAN 3 3 NORTH STAGING AREA CRANE PAD SOUTH STAGING AREA BOOM ANCHOR BOOM ANCHOR EXISTING FLOATING BOOM BLACK RIVER TEMPORARY RIVER BYPASS SYSTEM TURBIDITY CURTAIN, SEE TEMPORARY COFFERDAM TEMPORARY SILT CURTAIN DURING TEMPORARY COFFERDAM INSTALLATION AND REMOVAL TRASH RACK LOCATION AT FOREBAY FLOOR (APPROX.) SEDIMENT REMOVAL ZONE 4H:1V 3 H : 1 V EXTEND UP TO AT LEAST ELEVATION 10 ACCESS ROUTE PUMP BAYS PUMP STATION DUMPSTEREX. CONCRETE BLOCK BUILDING CONTRACTOR DESIGNED SHORING REMOVE SEDIMENT DOWN TO CONCRETE BOTTOM OF FOREWAY WIRE BACKED SILT FENCE SCALE IN FEET 20 0 20 40 LEGEND LIMITS OF WORK WETLAND CONTROL POINT 1 6 CHAIN LINK FENCE XXXXXXXXXXXXXXXXXXXXDATE OF PRINT: Jun 18, 2015 8:51:51am - BY: emarshall - FILE LOCATION: O:\proj\Y2010\10-04766-065\CAD\Dwg\JARPA\JARPA 4.dwg STATE: COUNTY: LOCATION: PURPOSE: REFERENCE NO:- 6OF:SHEET:DATE: APPLICANT: LAT/LONG: 47.475327N / 122.245100W VERTICAL DATUM:NAVD 88 APPLICATION FOR: BLACK RIVER PUMP STATION SEDIMENT REMOVAL JUNE 2015 FIGURE WA KING 550 MONSTER ROAD SW PUMP STATION SEDIMENT REMOVAL PREPARED BY HERRERA ENVIRONMENTAL CONSULTANTS CITY:RENTON STOCKPILE, DECANT, WATER TREATMENT, AND STAGING AREAS 4 4 CRANE PAD BOOM ANCHOR BOOM ANCHOR TO MONS T E R R D ACCESS GATE GRAVEL ACCESS ROAD POTENTIAL ACCESS ROUTE PUMP STATION DUMPSTEREX. CONCRETE BLOCK BUILDING WIRE BACKED SILT FENCE SCALE IN FEET 20 0 20 40 ASPHALT STEEL SHED BYPASS PIPE ALIGNMENT STOCKPILE, DECANT, AND STAGING AREA SOUTH OF PUMP STATION SEDIMENT STOCKPILE AREA, SEE 2 6 LEGEND LIMITS OF WORK WETLAND CONTROL POINTCHAIN LINK FENCE DATE OF PRINT: Jun 18, 2015 8:51:58am - BY: emarshall - FILE LOCATION: O:\proj\Y2010\10-04766-065\CAD\Dwg\JARPA\JARPA 5.dwg STATE: COUNTY: LOCATION: PURPOSE: REFERENCE NO:- 6OF:SHEET:DATE: APPLICANT: LAT/LONG: 47.475327N / 122.245100W VERTICAL DATUM:NAVD 88 APPLICATION FOR: BLACK RIVER PUMP STATION SEDIMENT REMOVAL JUNE 2015 FIGURE WA KING 550 MONSTER ROAD SW PUMP STATION SEDIMENT REMOVAL PREPARED BY HERRERA ENVIRONMENTAL CONSULTANTS CITY:RENTON SECTIONS 5 5 SCALE: TYPICAL NORTH SEDIMENT REMOVAL SECTION - -NTS RAIL TRACKS EXISTING SEDIMENT SURFACE CONCRETE BOTTOM OF FOREBAY PUMP EL. -4.56 EL. -11.56 PLACE 12-INCH LAYER CLEAN SAND-GRAVEL OVER PROPOSED SEDIMENT SURFACE STOP LOG SLOT TRASH RACK PROPOSED SEDIMENT SURFACE PUMP STATION TYPICAL SUMMER WATER ELEVATION IS BELOW ABOUT 8' TYPICAL ANNUAL WATER ELEVATION IS BELOW ABOUT 10' WESTERN EXTENT OF SURVEY EL ~9.5' EL ~28.5' CONCRETE WING WALL TO NORTH EL ~11.5' EL ~16' RAIL TRACKS EL ~9.5' EL ~28.5' PLACE 12-INCH LAYER CLEAN SAND-GRAVEL OVER PROPOSED SEDIMENT SURFACE TRASH RACK TYPICAL SUMMER WATER ELEVATION IS BELOW ABOUT 8' TYPICAL ANNUAL WATER ELEVATION IS BELOW ABOUT 10' CONCRETE WING WALL TO SOUTH EL. -11.56 STOP LOG SLOT EL ~16' EXISTING SEDIMENT SURFACE CONCRETE BOTTOM OF FOREBAY EL. -4.56 PROPOSED SEDIMENT SURFACE EL ~11.5' WESTERN EXTENT OF SURVEY SCALE: TYPICAL SOUTH SEDIMENT REMOVAL SECTION - -NTS DATE OF PRINT: Jun 18, 2015 8:52:08am - BY: emarshall - FILE LOCATION: O:\proj\Y2010\10-04766-065\CAD\Dwg\JARPA\JARPA 6.dwg STATE: COUNTY: LOCATION: PURPOSE: REFERENCE NO:- 6OF:SHEET:DATE: APPLICANT: LAT/LONG: 47.475327N / 122.245100W VERTICAL DATUM:NAVD 88 APPLICATION FOR: BLACK RIVER PUMP STATION SEDIMENT REMOVAL JUNE 2015 FIGURE WA KING 550 MONSTER ROAD SW PUMP STATION SEDIMENT REMOVAL PREPARED BY HERRERA ENVIRONMENTAL CONSULTANTS CITY:RENTON DETAILS 6 6 SCALE: SEDIMENT STOCKPILE DETAIL 2 4NTS FLOTATION SEGMENT WATER SURFACE SKIRT (DEPTH VARIES) BALLAST CHAIN STOCKPILED SEDIMENT 6 MIL (MIN) PLASTIC SHEETING 40 MIL (MIN) HDPE OR 30 MIL (MIN) POLYETHYLENE GEOMEMBRANE ECOLOGY BLOCK OR SOIL BERM (TYP) EXTEND PLASTIC SHEETING OVER BERMS TO CAPTURE RUN-OFF (TYP) ANCHOR GEOMEMBRANE ANCHOR WEIGHTS 20 FT. (MAX) 0" SCALE: TURBIDITY CURTAIN DETAIL 1 3NTS APPENDIX A Wetland and Stream Delineation Report APPENDIX B Wetland and Stream Buffer Mitigation Report APPENDIX C Water Quality Monitoring Plan APPENDIX D Cultural Resources Report APPENDIX E Biological Evaluation APPENDIX F Habitat Data Report APPENDIX G SEPA Determination