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Exhibits 2 - 3.pdfcity of edmonds land use application ❑ ARCHITECTURAL DESIGN REVIEW • ' • • ❑ COMPREHENSIVE PLAN AMENDMENT ❑ CONDITIONAL USE PERMIT FILE # PW14)►0-34 ZONE ❑ HOME OCCUPATION DATE REC'D BY ❑ FORMAL SUBDIVISION ❑ SHORT SUBDIVISION FEE RECEIPT # ❑ LOT LINE ADJUSTMENT HEARING DATE ❑ PLANNED RESIDENTIAL DEVELOPMENT [I OFFICIAL STREET MAP AMENDMENT ❑ HE [I STAFF El PB [I ADB ❑ CC ❑ STREET VACATION ❑ Y&ZONE SHORELINE PERMIT ❑ VARIANCE / REASONABLE USE EXCEPTION ❑ OTHER: PROPERTY ADDRESS OR LOCATION 0 ✓�� +'�ii�� S G �, ��/�Ile PROJECT NAME (IF APPLICABLE) I2 rV i n LltI iF v *,(b,:,-t R Not fn 5e ��y PROPERTY OWNER YIAq I ncI C t4 j RD LJ PHONE # ADDRESS E-MAIL FAx # TAX ACCOUNT # SEC. TWP. RNG. DESCRIPTION OF PROJECT OR PROPOSED USE (ATTACH COVER LETTER AS NECESSARY) iYlav�(l Sc'G[;P�lf' (/n a ✓ Ill " � U I � /��ial%�P n-vi -1 -r5 0 rC4(Lc i ; S v%✓'� 2c�f T I c i-i , ! i/� .� �1�%%'l f`� r' ( P PP l ST fe,, M%( DESCRIBE HOW THE PROJECT MEETS APPLICABLE CODES (ATTACH COVER LETTER AS NECESSARY) APPLICANT LJ ✓'� /S� %'l 5,, ] ►'\ PHONE # L(,-r)S --7 -71 "-6 2�-c3 Q ADDRESS I a ( E-MAIL s h @ C L,.Jc;.' , C-Ks FAx # CONTACT PERSON/AGENT PHONE # ADDRESS E-MAIL FAx # The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the informati nd exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorized to file this applic io o e behalf of the owner as listed below. SIGNATURE OF APPLICANT/AGENT DATE 511J' Id c/�ry Property Owner's Authorization 1, , certify under the penalty of perjury under the laws of the State of Washington that the following is a true and correct statement: I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting attendant to this application. SIGNATURE OF OWNER DATE This application form was revised on 8/10/09. Questions? Call (425) 771-0220. L:\LIBRARYTLANNING\Forms & HandoutsTublic Handouts\B- Land Use Application.doc Page 1 of 1 PLN20100034 Exhibit 2 201 WASHINGTON STATE Joint Aquatic Resources Permit Application (DARPA) Form' USE BLACK OR BLUE INK TO ENTER ANSWERS IN 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); [hQ& Talbot Road — Perrinville Creek Drainage Improvement Part 2—Applicant The person or organization responsible for the project. [hei 2a: Name (Last, First, Middle) and Organization (if applicable) Shuster, Jerry; City of Edmonds, Public Works Department 2b. Mailing Address (street or Po Box) 121 5th Avenue North 2c. City, State, Zip Edmonds, WA, 98020 2d. Phone'(1) 2e. Phone (2) 2f. Fax 2` . E-mail (425) 771-0220 (425) ( ) (425) 672-5750 shuster@ci.edmonds.wa.us Part 3—Authorized Agent or Contact Person authorized to represent the applicant about the project. (Note: Authorized agent(s) must sign 11 b. of this application.) [help] 3a. Name (Last, First, Middle) and Organization (if applicable) Lepine, Kris; Herrera Environmental Consultants 3b. Mailing Address (street or Po Boxj Additional 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/PublicMenu/Menu.cfm?sitename=REG&pagename=mainpage_ESA • If you are applying for an Aquatic Resources Use Authorization you will need to fill out and submit an Application for Authorization to Use State - Owned Aquatic Lands form to DNR, which can be found at http://www.dnr.wa.gov/Publications/agr_use_auth_app.doc • Not all cities and counties accept the JARPA for their local Shoreline permits. If you think you will need a Shoreline permit, contact the appropriate city or county government to make sure they will 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/J*arpa_form.aspx . For other help, contact the Governor's Office of Regulatory Assistance at 1-800-917-0043 or help@ora.wa.gov. tARPA ��PaLy 0,1 of 30 PLN20100034 Exhibit 3 e i 10 Part 4—Property Owner(s) Contact information for people or organizations owning the property(ies) where the project will occur. 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 property owners. Complete the section below and fill out JARPA Attachment A for each additional property owner. 44. Name (Last, First, Middle) and Organization (if applicable) Robinson, Bill (William and Dorothy Robinson Trust) 4b. Mailing Address (street or PO Box) 500 SE Everett Mall Way #A7 4c. City, State, Zip Everett, WA, 98208 4d. Phone`(1) 4e. Phone (2) 4f. Fax 4 . E-mail ( ) ( ) T ) --- I Part 5—Project Location(s) Identifying information about the property or properties where the project will occur. I,( elpl ® 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.) tgm ❑ State Owned Aquatic Land (If yes or maybe, contact the Department of Natural Resources (DNR) at (360) 902-1100) ❑ Federal ❑ Other publicly owned (state, county, city, special districts like schools, ports, etc.) ❑ Tribal ® Private 5b. Street Address (Cannot be a PO Box. If there is no address, provide other location information in"5p.) h( elp.] 8307 and 8311 Talbot Road 56. City, State, Zip (If the project is not in a city or town, provide the name of the nearest city or town.) hel Edmonds, WA, 98026 5d. County h[l' Snohomish 7-1 JARPA2016R&WV/21610V1 JV 1 LIVLVIVVVJ`t 1LA111U1L Pnna9nfiR 5e. Provide the section, township, and range for the project location. hel '/4 Section Section Township Range SE 07 27N 04E 5f. Provide the latitude and longitude of the project location. h[ el Example: 47.03922 N lat. /-122.89142 Wlong. (NAD 83)` 47.84158 N lat. /-122.34546 W long. 5g. List the tax parcel number(s) for the project location. 12g • The local county assessor's office can provide this"information. 00594400001300 (8307 Talbot Road), 00594400001301 (8311 Talbot Road) MI. Contact information for all adjoining property owners. (If you need more space, use JARPA Attachment C.) hel Name Mailing Address Tax Parcel # (if known) Burlington Northern Santa Fe see Attachment A Railroad 8235 Talbot Road see Attachment B 8233 Talbot Road _...... . _......._._._..._...._......_.._._..............__.._....._..............._...._...__.._........._..........__ see Attachment B 51. List all wetlands on or adjacent to the project location. Iheei Wetland A (8307 Talbot Road) 5j. List all waterbodies (other than wetlands) on or adjacent to the project location. mm Perrinville Creek (8307 Talbot Road) 5k. Is any -part of the project area within a 100-year flood plain? L@id ® Yes ❑ No ❑ Don't know 51. Briefly describe the vegetation and habitat conditions on the property. nt elw Work is proposed within the lower reach of Perrinville Creek upstream of the outlet to the Puget Sound on three properties including 8307 and 8229 Talbot Road; and Burlington Northern Santa Fe (BNSF) right-of-way. Perrinville Creek flows through a concrete culvert (30" diameter) under the BNSF tracks, and then it discharges into Brown's Bay (Puget Sound). Information pertaining to, 8229 Talbot Road is provided in Attachment B. Information pertaining to 8307 Talbot Road is provided below. The stream channel consists primarily of low -gradient riffle habitat lacking complexity and habitat features (e.g., in -channel wood, pools). The riparian areas consist of landscaped vegetation (e.g., ornamental trees/shrubs and lawn) and hardscapes (i.e., paved walkways, decks). The majority of the property is occupied by the residence, manicured ornamental landscaping, and yard improvements (e.g., decking, gazebo, etc.). Overhanging vegetation in the riparian zone is lacking, and the lawn extends into the stream channel in some locations. Non- native vegetation is prevalent including pasture grasses, bamboo and Himalayan blackberry (BNSF right-of- way). �aRpo ��Pa&e 1of 30 PLN20100034 Exhibit 3,3 — 50. Describe the structures (above and below ground) onthe including their purpose(s). n( e� The above -ground structures located on the site include a residence and associated driveway, concrete walkways, decks, a bridge over Perrinville Creek, and a play structure. The following existing utilities are located below ground: water, gas, sewer, storm, electrical, and communications. Sp.:Provide driving directions.from the closest highway.to the project location, and attach a map. h" From 1-5 northbound, take the 220th St. SW exit, Exit 179; then turn left onto 220th St. SW; then turn right onto WA-99; then turn left onto 196th St SW/WA-524; then turn right onto 76th Ave W; then turn left onto Olympic View Drive; then turn right onto Talbot Road and travel 1.2 miles (8307 Talbot Road is on the left). Part 6-Project Description 6a. Summarize the overall project. You can provide more detail in 6d. LkM The Talbot Road — Perrinville Creek .Drainage Improvement Project is located between Talbot Road and BNSF railroad tracks near the Puget Sound shoreline (Sheet 1). The project involves work in Perrinville Creek, modifications to an existing high -flow bypass structure, and relocating a storm drain and outfall to Perrinville Creek. The storm drain receives runoff neighborhood streets and an unnamed stream that drains from Southwest County Park. The project will remove sediment that has accumulated in the lower portion of Perrinville Creek, improve fish passage, replace an existing storm drain with a larger pipe, and provide channel improvements to improve fish habitat and resolve flooding of private property. The project will occur on private properties at 8307, 8311, and 8229 Talbot Road, BNSF right-of-way and in the Talbot Road public right of way in Edmonds, Washington. This project will occur in two phases. Phase 1, to be completed in 2010, will address the sedimentation and aggradation to alleviate the short-term flooding risk during the winter of 2010-2011. Phase 2, to be completed in 2011, will address the inadequate storm drain on 8307 Talbot Road by installation of a larger pipe. Phase 2 will also include channel improvements to improve fish passage and fish habitat. 6b. Indicate the project category. (check all that apply) h( ell ❑ Commercial ❑ Residential ❑ Institutional ❑ Transportation ❑ Recreational ® Maintenance ® Environmental Enhancement 6c. Indicate the major elements of your project. (Check all that apply) [help) JARPA 2010 ggq J),oOf 30 PLN20100034 Exhibit 3anP 4 of 1R ❑ Aquaculture ® Bank Stabilization ❑ Boat House ❑ Boat Launch ❑ Boat Lift ❑ Bridge ❑ Bulkhead ❑ Buoy ® Channel Modification ❑ Other: ❑ Culvert ® Dam / Weir ❑ Dike / Levee / Jetty ❑ Ditch ❑ Dock / Pier ® Dredging ❑ Fence ❑ Ferry Terminal ❑ Fishway ❑ Float ❑ Geotechnical Survey ❑ Land Clearing ❑ Marina / Moorage ❑ Mining ® Outfall Structure ❑ Piling ❑ Retaining Wall (upland) ❑ Road ❑ Scientific Measurement Device ❑ Stairs ® Stormwater facility ❑ Swimming Pool Utility Line 6d, Describe how you plan to construct each project elementchecked in 6c. Include specific construction methods and equipment to be used. hj gl • Identify where each element will occur in relation to the nearest waterbody. • Indicate which activities are within the 100-year flood plain:' JARPA 201Pvi9Y30/2�10Of 30 PLN20100034 Exhibit 3anA F of iR Phase 1 — Dredging, Bank Stabilization, and Diversion Pipe Installation Phase 1 activities are targeted at increasing the effectiveness of an existing high -flow bypass structure (8229 Talbot Road) to reduce the frequency of downstream flooding, erosion, and material deposition (Sheets 3 and 4). Phase 1 activities will also include removal of accumulated sediments from Perrinville Creek. Work will be performed on 8307 Talbot Road and on 8229 Talbot Road, and all work will be performed in dry conditions. Project Activities to be performed on 8229 Talbot Road within City easement • Sediment will be removed from the Perrinville Creek stream channel immediately upstream of the existing high -flow bypass structure that is located on the western property boundary. Sediment will be removed with a vactor truck that will access the site via an existing easement along the west side of 8229 Talbot Road. • Small gabion baskets will be installed on the right bank of Perrinville Creek immediately upstream of the high -flow bypass structure to stabilize the eroding bank. The gabion baskets will be filled with rock in place. ■ The existing weir plate immediately downstream of the high -flow bypass structure will be temporarily replaced with a 24 inch -wide proportional weir plate to increase flow into the bypass structures during high flows, relative to the current configuration. The weir will be installed by hand. ■ An 18-inch diameter streamflow diversion pipe will be constructed upstream of the existing high -flow bypass structure to temporarily divert the stream during future maintenance activities when sediment is removed from the channel by a vactor truck, as well as any time when work is performed on the weir. The diversion pipe will remain plugged, except when in use for temporary streamflow diversion. The inlet will be located approximately 15-feet upstream of the high -flow bypass structure, just upstream of the sediment deposition area. An upturned elbow with a removable plug or cap will be affixed to the inlet. The outlet of the diversion pipe will tie into the high -flow bypass structure vault. Installation of the diversion pipe will involve placing a sand bag cofferdam upstream -to divert the stream around the work area, excavating a trench approximately 15 feet long and 24- to 36-inches wide, coring a hole in one of the high -flow bypass structures, placing the diversion pipe, grouting the connection between the pipe and the bypass structure, and backfilling the pipe. The diversion pipe will be installed with a small excavator and by hand. Project Activities to be performed on 8307 Talbot Road ■ A vactor truck will be used to remove sediment from Perrinville Creek between the outfall of the existing storm drain and the fence on the BNSF right-of-way (Sheet 3). On both properties where sediment is removed, the streambed substrate will remain gravel. It is anticipated that channel excavation will expose historic streambed gravel substrate. If fine-grained soils are exposed after excavation, the channel will be over -excavated and a layer of fishmix gravel placed per WSDOT specification 9- 03.11(1). General Measures and Best Management Practices (BMPs) During construction, the project area will be inaccessible to fish. Construction will occur during dry conditions. The following comprises the measures and BMPs that will be taken during this project to minimize construction - related impacts: JARPA 201wi"3T8D" hoof 30 PLN20100034 Exhibit Paae 6 of 18 Prior to all construction activities, a fisheries biologist will conduct a survey of the stream section within the action area to determine if fish are present. If fish are found, WDFW will be notified to determine appropriate course of action to prevent the project from impacting these individuals. Measures taken will potentially involve crowding fish upstream and installation of block nets (see below). Block nets will be installed directly upstream of the cofferdam location and directly downstream of the fence on the BNSF right-of-way to prevent fish from entering the work area. The upstream block net will be placed first, and fish will'be crowded (as needed) downstream using the second block net as a seine. The second block net will then be secured immediately downstream of the work area. Block nets shall be in place until work is complete and flow has been returned to the channel. ■ As a suspended sediment control measure, a sandbag cofferdam will be installed by hand and submersible pumps will be used to divert flow into the high -flow bypass structure. Cedar posts for a temporary diversion dam downstream of the diversion pipe will also be installed by hand. • Compost filter socks will be placed by hand at frequent intervals within the construction area, with the highest density placed just downstream of the cofferdam and the weir to intercept any sediment that may be transported downstream and onto 8235 Talbot Road. Socks will also be placed downstream of the fence on the BNSF right-of-way. ■ Work will occur during the approved WDFW work window of July 1 through September 30, when fish are least likely to be present. The dewatered channel of Perrinville Creek will have .flow fully restored to preexisting conditions prior to September 31. Flow will be reintroduced into the channel slowly by incremental removal of sandbags at the cofferdam. ■ All areas disturbed by construction (only lawn and ornamental landscaping will be disturbed outside of the channel) will be restored to their prior condition, and any exposed ground on the upper streambank will be seeded with a native grass seed mix and covered with straw. Phase 2 — Stormwater Facility Construction (Including Outfall Structure Installation), Bank Stabilization, Channel Modifications, and Permanent Weir Installation Phase 2 is shown on Sheets 5, 6, and 7. Drainage Improvements (Phase 2A) The proposed stormwater conveyance facility (storm drain) begins at a new catch basin to be constructed on the south side of Talbot Road approximately 60 feet southwest of the existing sewer easement at 8311 Talbot Road. A new catch basin will intersect the existing storm drain pipe and convey flows into a new storm drain pipe. The new storm drain pipe will be approximately 400 feet long and will flow north within an existing sewer easement and across a new easement on 8307 Talbot Road. The new storm drain will discharge to Perrinville Creek through a 30-inch pipe approximately 60 feet downstream of the existing outfall location. Construction of the new conveyance facility (storm drain) is currently scheduled for summer 2011 and will include primarily upland work. The outfall segment of the new facility will include some work below the ordinary high water mark and will be scheduled to occur during the approved WDFW work window while Perrinville Creek is diverted into the high -flow bypass structure. Work on the outfall segment will incorporate all the same general measures and best management practices for in channel work that is discussed in subsequent sections. Phase ieo�e�niPaye,7 of 30 PLN20100034 Exhibit 3 _ r- 2A consists of two parts: Phase 2A-1 and Phase 2A-2. Phase 2A-1 project components includes construction of the outfall segment including manhole, storm drain pipe, and outfall at the edge of the stream: • Installation of temporary erosion and sediment control measures (TESC) (see BMPs below) • Clearing vegetation, debris, and hardscapes surrounding the new facility alignment to allow for construction. This will include removal of ornamental shrubs (including bamboo), portions of decking, walkway concrete, fences and adjacent wooden low wall from the property at 8307 Talbot Road ■ Excavation of open trenches along the sewer easement to the outfall location with an excavator • Installation of storm drain pipe and manhole ■ Installation of a plug on the outfall until flows are diverted to the new pipe. Phase 2A-2 will include construction of the new storm drain from Talbot Road within the sewer easement, connection to the facility that was installed in Phase 2A-1, and installation of a tide flex valve, or equivalent, permanently affixed to the outfall. Phase 2A-2 will not involve any in -water work. Construction of Phases 2A-1 and 2A-2 will include open trench excavation for installation of new pipes, manholes, and catch basins in accordance with a temporary erosion and sediment control plan that will be developed for the project and approved by the City. BMPs such as silt fences, compost filter socks, and other temporary erosion control measures will be used to prevent construction from affecting water quality in Perrinville Creek (see BMP section below). Construction of the outfall segment of the new storm drain facility (Phase 2A-1) will be performed while the creek is dewatered. Perrinville Creek Channel Modifications and Installation of Permanent Weir (Phase 2B) Perrinville Creek channel modifications will be scheduled to coincide with Phase 2A-1, discussed above. The City proposes to improve habitat conditions in Perrinville Creek by enhancing a portion of the existing stream channel on 8307 Talbot Road and adjacent BNSF right-of-way with greater habitat complexity, improved fish access (by removing a fish barrier), and native vegetation plantings in the riparian zone. The stream channel will include grade control structures constructed of wood logs and rock boulders, which will result in a series of step pools. Stream restoration will occur along a 148 linear foot section of Perrinville Creek between the east side of 8307 Talbot Road and the BNSF railroad prism. The proposed stream channel cross section is a 3.5-foot bottom width with 2.5:1 or 3:1 (H:V) side slopes on the channel bank in the vicinity of the meander bend just upstream of the culvert outfall. An excavator will be used to construct most of the stream restoration. Historically, Perrinville Creek followed a straight alignment before entering the culvert underneath the BNSF railroad and two timbers were placed to direct flow into the culvert. Over time, a meander formed in the channel and flow currently flows over one of these timbers before entering the culvert. The timber has created a partial barrier to upstream fish migration. To improve fish passage, both timbers will be removed as part of the stream channel restoration work. Summarized construction components of Perrinville Creek Channel Modifications include: ■ Cleari g v tion, debris, and h4*qa44Q,� j4�rqy1Wiqg the stream corridor to to f r JARPA 2010 v /2010 D.- 0 M 10 channel construction. This will include removal of ornamental shrubs (including bamboo), portions of decking, walkway concrete, and adjacent wooden low wall from the property at 8307 Talbot Road. Channel construction will involve modifications to the existing fence in the BNSF right-of-way and removal of Himalayan blackberry and upland grasses in the BNSF right-of-way. The existing timbers near the BNSF culvert inlet will also be removed. ■ Excavations and grade lowering to restore channel hydraulic capacity (channel grade will be approximately 1.0 —1.5 feet lower than existing). • Streambanks will be stabilized by installing coir fabric, native seeding, and planting native vegetation. Construction of wetland terraces within the proposed broader stream corridor to compensate for permanent impact to the small (164 square feet in size) wetland located in the BNSF right- of-way. ® Installation of compost filter socks, silt fences, and other temporary erosion control measures. ■ Installation of channel spanning logs as grade control structures to facilitate step -pool sequence with plunge pools and riffles. Grade drops will be a maximum of 6 inches, with 1.5- foot deep pools below the structures that transition back to base channel grade approximately 5 to 6 feet downstream of the structures. ® Installation of root wads and rock boulders to improve habitat within the stream. • The streambed substrate will remain gravel in the entire reach of the channel. It is also anticipated that channel excavation will expose historic streambed gravel substrate. If fine- grained soils are exposed after excavation, the channel will be over -excavated and a layer of fishmix gravel placed per WSDOT specification 9-03.11(1). ■ Installation of streambed cobbles at the new storm drain outfall in order to dissipate energy and prevent erosion of the stream channel. ■ Revegetation of all disturbed areas with native trees, shrubs, or herbaceous species. No trees or shrubs can be planted that will be more than 10 feet tall at full growth. ■ Once stream channel improvements and habitat enhancements described above are completed, the temporary weir plate downstream of the diversion structure will be replaced with a 42-inch-wide permanent weir plate designed to pass a maximum of approximately 30 cfs during large storm events, with the balance being discharged directly to the Puget Sound through the existing diversion structures. General Measures and Best Management Practices (BMPs) During construction, the project area will be inaccessible to fish. The following comprises the measures and BMPs that will be taken during this project to minimize construction -related impacts: ■ Prior to construction, a fisheries biologist will conduct a survey of the stream section within the action area to determine if fish are present. If fish are found, WDFW will be notified to determine appropriate course of action to prevent the project from impacting these individuals. ■ As a suspended sediment control measure, a cofferdam of sandbags will be installed at the iePDe onlP,ae„9nof 30 PLN20100034 Exhibit 3 __ high -flow bypass structure to divert all stream water into the bypass system and prevent any flow from reaching the proposed construction area. • A block net will be installed directly upstream of the high -flow bypass structure to prevent fish from entering the high -flow bypass structure. • Stream flow from the existing storm drain system will be diverted to the Perrinville Creek high - flow bypass structure or to a vegetated dispersion area using a temporary pump and piping. • Compost filter socks will be placed at frequent intervals within the construction area, with the highest density placed near the culvert inlet to intercept any sediment that may be transported down the newly constructed channel via stormwater to Puget Sound. An inflatable sewer pipe plug will also be installed near the inlet of the culvert as an additional measure to prevent any construction -related suspended sediment from entering Puget Sound. • Work will occur during the approved WDFW work window of July 1 through September 30, when fish are least likely to be present. The dewatered channel of Perrinville Creek below the high -flow bypass structure will have flow fully restored to preexisting conditions prior to September 31. Flow will be reintroduced into the restored channel slowly by incremental removal of sandbags at the high -flow bypass. ■ All stormwater generated on -site during construction activities will be collected by a temporary catchment facility near the culvert inlet, pumped, and dispersed (sprayed) onto the upland grass area adjacent'to the channel in the BNSF right-of-way. If this option is not feasible, stormwater will be pumped and discharged to the nearby sewer system. 6e. What are the start and end dates for project construction? (month/year) [hel • 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: September 2010 End date: September 2011 ® See JARPA Attachment D 6f. Describe the purpose of the project and why you want or need to perform it. ni @M The project will address three issues: (1) sedimentation and aggradation of the lower portion of Perrinville Creek (the reach beginning immediately downstream of Talbot Road and extending to its mouth at Puget Sound) is causing flooding of neighboring properties; (2) inadequate fish passage through this lower reach, and (3) flooding caused by an undersized storm drain that conveys local stormwater and the unnamed stream. Analyses indicate that the elevation of the lower reach of Perrinville Creek needs to be lowered slightly so that the proposed relocated storm drain can be installed with adequate slope. The Perrinville Creek channel adjacent to the property at 8307 Talbot Road has been aggrading due to high sediment load and low gradient, which has led to flooding in the near vicinity of the stream. 6g. Fair market value of the project,: including materials, labor, machine rentals, etc. hI M Approximately $500,000 6h. Will any portion of the project receive federal funding? h[ M • If yes, list each agency providing funds. ❑ Yes ® No ❑ Don't know Payee 10 ^ i 40 of 30 PLN20100034 Exhibit 3 JARPA gnin vi . 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.) n( em 7a. Describe how the project has been designed to avoid and minimize adverse impacts to wetlands. 101 ❑ Not applicable It is not possible to avoid or minimize impacts to Wetland A or its buffer due to the location of the wetland within the Perrinville Creek stream channel in the reach that will be restored in addition to constraints associated with engineered channel morphology to achieve fish access requirements. However, impacts to the buffer of Wetland A will be minimized to the extent practicable. Incorporation of woody material into the design provides additional habitat benefits for fish. 7b. Will the project impact wetlands? nel ® Yes ❑ No ❑ Don't know 7c. Will the project impact wetland buffers? ner" ® Yes ❑ No ❑ Don't know 7d. Has a wetland delineation report been prepared? n[ elpl • If yes, submit the report, including data sheets, with the JARPA package. ® Yes ❑ No See Critical Areas Report and Mitigation Plan 7e. Have the wetlands been rated using the Western Washington or Eastern Washington Wetland .Rating System? n( ell • If yes, submit the wetland rating forms and figures with the JARPA package. ® Yes ❑ No ❑ Don't know See Critical Areas Report and Mitigation Plan 7f. Have you prepared a mitigation plan to compensate for any adverse impacts to wetlands? hei' •' If yes, submit the plan with the JARPA package and answer 1g. • If No or Not applicable, explain below why a mitigation plan should not be required. ® Yes ❑ No ❑ Not applicable See Critical Areas Report and Mitigation Plan 7g. Summarize what the mitigation plan is meant to accomplish, and describe how a watershed approach was used to design the plan. n( elpl The compensatory mitigation plan is meant to replace wetlands and enhance the degraded Perrinville Creek channel (e.g., improving channel complexity, adding habitat features, restoring native vegetation) through its lower reach. Project activities will result in a permanent impact of 164 square feet of Category III wetland. The replacement ratio for Category III wetlands under City of Edmonds jurisdiction is 2:1, which results in a required mitigation area of at least 328 square feet (ECDC 23.50.050). Approximately 400 feet of riparian floodplain terrace wetlands will be re-established adjacent to the stream channel of Perrinville Creek. The wetland is designed to receive periodic inundation during the early spring (March through May) and exhibit a high water table (saturation within 12 inches of the soil surface) throughout the remainder of the growing season (through October). Addition of a floodplain terrace wetlands via this compensatory mitigation approach will improve riparian conditions by: increasing shading and moderating water temperatures and increasing invertebrate habitat (prey base for fish). ra& 1 1 Ul JV rL.1vLV 1 VVVJ1-F r,XlllUll J IARPA 9nln vi _ /3n/9nin A watershed approach was used to design the plan through careful consideration of a variety of mitigation options within the reach where project implementation will be possible. Watershed processes (e.g., sedimentation dynamics, seasonal flow rates) were analyzed carefully in order to create the resulting project design, in order to provide a project with the greatest habitat benefits given watershed conditions. 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. h[ elo Activity (fill, Wetland Wetland Impact Duration Proposed Wetland drain, excavate, Name' type and area (sq. of impact3 mitigation mitigation area flood, etc.) rating ft. or type' (sq. ft. or category' Acres) acres) Channel Wetland A PEM, 164 sq. ft. permanent C (riparian 400 sq. ft. improvements, Category III floodplain excavation terrace wetlands 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 DARPA package. 3 Indicate the days, months or years the wetland will be measurably impacted by the activity. Enter "permanent' if applicable. ° 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: _p. 32 7ii. 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'. h[ elP No fill proposed in wetland (only excavation). 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. k During construction activities associated with channel realignment and improvement (Phase 213), Wetland A (which is within the OHWM of Perrinville Creek) will be excavated to create a stream channel that is below the elevation of the existing wetland. Excavation within Wetland A will be performed using an excavator positioned on the bank of the existing creek channel. Excavation will be limited to the extent needed to obtain the designed channel morphology. The excavation of streambed sediment from within Wetland A will range in depth from zero to three feet across the wetland extents, with an average depth of approximately one foot. The total quantity excavated from within the wetland boundary will be approximately 5 to 7 cubic yards. The material will be reused elsewhere on site or disposed of at a site selected by the contractor and approved by the City of Edmonds 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 Pere if IT ar terbodies on or l c area. If there are non k' # P r 9.) DARPA �011 0/20 To � IftT66V 13 ( VX 1t1 o i0 ,f IQ 8a. Describe how the project is designed to avoid and minimize adverse impacts to the aquatic environment. ❑ Not applicable Impacts will be minimized through implementation of BMPs. As mentioned, all in -channel work associated with the proposed project will occur in dry conditions by diverting all flow through the upstream high -flow bypass structure. Other project BMPs to prevent any suspended sediments from being transported downstream of the project action area and into Puget Sound are described in the Project Description section. See BMPs in 6d. 8b. Will your project impact a waterbody or the area around a waterbody7 hf elal Yes ❑ No 8c. Have you prepared a mitigation plan to compensate for the project's adverse impacts to non -wetland waterbodies? hel • 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 See Critical Areas Report and Mitigation Plan 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] , See 7j. 8e. Summarize impact(s) to each waterbody in the table below. h( eM Activity (clear, dredge, fill, pile Waterbody name' Impact location Duration of impact' Amount of material to be placed in or Area (sq. ft. or linear ft.) of drive, etc.) removed from waterbody waterbody directly affected Dredging Perrinville In water 2-3 days --50 cubic yards -470 square feet Phase 1 Creek removed Installation of Perrinville In water Permanent -1 cubic yards -45 square feet diversion pipe Creek removed Phase 1 High -flow bypass Perrinville In water Temporary NA NA structure weir Creek modification Phase 1 Temporary Perrinville In water Phase 1: 2 -3 cubic yards -45 square feet cofferdam Creek weeks placed installation Phase 2: 1 Phases 1 and 2 month High -flow bypass Perrinville In water Permanent NA NA structure weir Creek modification Phase 2 Channel Perrinville In water -45 cubic yards -960 square feet modific ion an ]DT1 excavated ation 1 lA V 1✓ V 1 ✓ V 1 L1 \ L.i V 1 V V V✓ 1 LL1111 V 11. ✓ IAMDn mm�.,l anionin bank 1 month -18 cubic yards of --250 square feet stabilization boulders placed for boulders Phase 2 Storm Perrinville In water Permanent NA NA pipe/outfall Creek replacement Phase 2 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. 3Indicate the days, months or years the waterbody will be measurably impacted by the work, Enter" ermanent" 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. [hell Construction of a temporary cofferdam and permanent placement of boulders will add fill material to the stream channel. • The temporary cofferdam will be constructed of approximately 3 cubic -yards of sand bags that will be placed by hand across the stream channel. The cofferdam will span across the bankfull width of the channel near the high -flow bypass structure for short periods of time during construction. • Approximately 18 cubic yards of 3-foot diameter boulders will be placed in the channel using an excavator positioned on the bank of the creek. The boulders will come from a source selected by the contractor and approved by the City. 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. Leal The excavation and dredging activities are described below: • Channel modification and bank stabilization (Phase 2) -- approximately 45 cubic yards of streambed substrate (silt, sand, gravels) excavated using an excavator positions on the bank of the channel. • Dredging (Phase 1) -- approximately 50 cubic yards of streambed substrate (silt, sand, gravels) excavated using a vactor truck. • Installation of bypass pipe (Phase 1) -- approximately 1 cubic yard of substrate (silt, sand, gravels) excavated using a vactor truck. All excavated material will be disposed of at a site selected by the contractor and approved by the City of Edmonds. 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 WDFW Ginger Holser (425) 379-2305 March 2010 City of Edmonds Kernen Lien (425) 771-0220 March 2010 9b, Are any of the wetlands or waterbodies identified in Part 7 or Part 8 on the Washington Department of Ecology's 303(d) List? hel • , If yes, list the parameter(s) below. iARPa 901 Pale 14 of 30 PLN20100034 Exhibit {^ ,o If you don't know, use Washington Department of Ecology's Water Quality Assessment tools at: http;//www. a cy. wa. gov/p ro a ram slwg/303d/. ❑ Yes ® No WRIA 8 9e. Will the in -water construction work comply with the State of Washington water quality standards for turbidity? n( elP] • Go to http://www.ecy.wa.qoy/procirams/WQ/swcis/criteria.html for the standards. ❑ Rural ® Urban ❑ Natural ❑ Aquatic ❑ Conservancy ❑ Other Name of manual: 91. if you know what the property was used for in the past, describe below. h( e Historically, the project area was characterized by the alluvial fan and wetland areas associated with the lower Perrinville Creek watershed. The site has likely been used for rural and residential uses since the clearing of native vegetation. 9j. Has a cultural resource (archaeological) survey been performed on the; project area? Lbpjd • If yes, attach it to your JARPA package. ❑ Yes ® No 9k. 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. of eid 1AooA Page,�15 of 30 PLN20100034 Exhibit 3 The following ESA -listed species occur in Puget Sound (in the vicinity of the project), but none of these species will be affected by the proposed work because project effects will not extend to Puget Sound: Puget Sound Chinook Puget Sound steelhead Puget Sound bull trout Southern Resident Killer Whale Steller sea lion 91. 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. hel Coho salmon Cutthroat trout 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 of Regulatory Assistance at (800) 917-0043 or helpca-)-ora.wa.gov. • For a list of agency addresses to send your application, click on the "where to send your completed JARPA" at http://www.epermitting.wa.gov. 10a. Compliance with the State Environmental Policy Act (SEPA). (Check all that apply.) [he • 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. ® A SEPA determination is pending with City of Edmonds-Planninq Division (lead agency). The expected decision date is June 2010. ❑ I am applying for a Fish Habitat Enhancement Exemption. (Check the box below in 10b.) hf eM ❑ 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.) [Delp] LOCAL GOVERNMENT Local Government Shoreline permits: ® Substantial Development ❑ Conditional Use ❑ Variance ❑ Shoreline Exemption Type (explain): JARPA 201b agOO/2116 of 30 PLN20100034 ExhibitPa3]e 16 of 18 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 htt ://www.nws.usace.arm .mil/PublicMenu/Menu.cfm?sitename=REG& a ename=Home Pa e Washington Department of Ecology: ❑ Section 401 Water Quality Certification Washington Department of Natural Resources: ❑ Aquatic Resources Use Authorization 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: ❑ General Bridge Act Permit ❑ Private Aids to Navigation (for non -bridge projects) Part 11—Authorizing Signatures Signatures are required before submitting the JARPA package. The JARPA package includes the JARPA form, project plans, photos, etc. hr glo 11a. Applicant Signature (required) nei 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 tj project is located to inspect the project site or any work related to the project. (initial) �� A Jerry Shuster P.E. Applicant Printed Name 11 b. Authorized Agent Signature icant Signature Date I certify that to the best of my knowledje 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. Kris Leaine Authorized Agent Printed Name Authorized ent Qnature S=lL- la Date JARPA 2010 v1 3/30/2010 Page 17 of 18 Page 17 of 30 PLN20100034 Exhibit 3 11 C. Property Owner Signature (if not applicant). h[ eM 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 re sK�nable times and, if practical, with prior notice to the landowner. Property Owner Printed Name Property Owner SigKalure Date 18 U.S.0 §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 of Regulatory Assistance (ORA). People with hearing loss can call 711 for Washington Relay Service. People with a speech disability can call (877) 833-6341. ORA publication number: ENV-019-09 JARPA 201PA ft/2f18 of 30 PLN20100034 Exhibit9318 of 18 1 r-------------------------------------1 i AGENCY USE ONLY US Army Corps i of Eng(neers'a 'Date received: � 1 Seattle District , - 1 , I � 1't � 1 Agency reference #: r Tax Parcel #(s): JARPA Attachment -------------------------------------- For additional property owner(s) [help, ; TO BE COMPLETED BY APPLICANT hl eIp] Project Name: Talbot Road — Perrinville Creek Drainage Improvement ; t t 1 '--------------------------------------� Use this attachment only if you have more than one property owner. Complete one attachment for each additional property owner impacted by the project. Signatures of property owners are not needed for repair or maintenance activities on existing rights -of -way or easements. use DIacK or Diue InK LO enter answers In Wnite spaces Deiow. 4a. Name (Last,First, Middle) and Organization (if applicable) Burlington Northern Santa Fe Railroad 4b. Mailing Address (street or Po Box) 2650 Lou Menk Drive 4c. City, State, Zip Printed Name Signature If you require this document in another format, contact The Governor's Office of Regulatory Assistance (ORA). People with hearing loss can call 711 for Washington Relay Service. People with a speech disability can call (877) 833-6341. ORA publication number: ENV-020-09 JARPA Attachment A v1 04/08/2010 Pa e 1 of 1 Page 19 of 30 PLN20100034 Exhibit 200 •y ,e;,��v°L 1 F US Army Corps WASHINGTON STATE se meo'S rs� Joint Aquatic Resources Permit Application (DARPA) Form [ne►pl JARPA Attachment A: For additional property owner(s) [heir), r------------------------------------- AGENCY USE ONLY 1 Date received: Agency reference #: Tax Parcel #(s): ' r______________________________________i TO BE COMPLETED BY APPLICANT [help] Project Name: Talbot Road — Perrinville ; Creek Drainage Improvement Use this attachment only if you have more than one property owner. Complete one attachment for each additional property owner impacted by the project. Signatures of property owners are not needed for repair or maintenance activities on existing rights -of -way or easements. use DIaCK or oiue InK TO enter answers In WnITe spaces Deiow. 4a. Name (Last, First, Middle) and Organization (if applicable) Ohanley, Patricia 4b. Mailing Address (street or Po Box) 8229 Talbot Road 4c. City, State, Zip Edmonds, WA, 98026 4d. Phone (1) 4e. Phone'(2) 1 4f. Fax 144. E-mail Addressor tax parcel number of:property, you own: 00594400001100 Signature of Property Owner Printed Name Signature If you require this document in another format, contact The Governor's Office of Regulatory Assistance (ORA). People with hearing loss can call 711 for Washington Relay Service. People with a speech disability can call (877) 833-6341. ORA publication number: ENV-020-09 JARPA Attachment A y104/08/2010 Ne 1 of 1 Page 20 of 30 PLN20100034 Exhibi 2010 MPIF WA HIN TON STATE ATE Joint Aquatic Resources Permit Application (DARPA) Form heel j r-------------------------------------i AGENCY USE ONLY y US Army Corps ' d Engineers € 1 Date received: ' seams o�5�a Agency reference #: Tax Parcel #(s): JARPA Attachment • For additional project location(s) [LeM TO BE COMPLETED BY APPLICANT [help] Project Name: Talbot Road — Perrinville Use this attachment only if you have more than one project location. Creek Drainage Improvement Use a separate form for each additional location. Location Name (if applicable): , - use DiaCK or Diue inK to enter answers in wnite spaces peiow. 5a. Indicate the type of ownership of the property. (check all that apply.) nr e►pj ❑ State Owned Aquatic Land (If yes or maybe, contact the Department of Natural Resources (DNR) at (360) 902-1100) ❑ Federal ❑ Other publicly owned (state, county, city, special districts like schools, ports, etc.) ❑ Tribal ® Private 5b. Street Address (Cannot be a PO Box. If there is no address, provide other location information in 5n.) [help] 8229 Talbot Road 5C. City, State, Zip (If the project is not in a city or town, provide the name of the nearest city or town.) hei Edmonds, WA 98026 5d. County Lelal Snohomish 5e. Provide the section. townshiD. and ranae for the oroiect location. rhelD1 00594400001100 DARPA 20 Fag� I ¢: AOdciiti��project locations (see JVM� b y1�Qg1Q�,11 Exhibit 3 Page 1 of 3 5h. Contact information for all, adjoining property owners. (If you need more space, use JARPA Attachment C.) [nelpj Name Mailing Address Tax Parcel # (if known) Robert Bernhoft 8219 Talbot Road, Edmonds, WA 98026 00594400001000 The Alfords (Nirvana Holdings Trust) 4100 194t" Street SW, Suite 205, Lynnwood, WA 98036 [Note: Physical address is 8235 Talbot Road] 00594400001200 Donald B and Edwina D Goldsmith Trust 8233 Talbot Road, Edmonds, WA 98026 00594400001201 5i. List all wetlands on or adjacent to the project location. hel 5j. List all waterbodies (other than wetlands) on or adjacent to the project location. h[ gip Perrinville Creek 5k. ,Is any part of the project area within a 100-year flood plain? n[ ❑ Yes ® No ❑ Don't know 51. Briefly: describe the vegetation and habitat conditions on the property`. of elpl Perrinville Creek flows through 8229 Talbot Road after discharging from the culvert that lies under Talbot Road - it meanders through the property and exits on the western property boundary under a fence. The stream channel consists primarily of low -gradient riffle habitat lacking complexity and habitat features (e.g., in -channel wood, pools). The riparian zone of the stream has been planted with native trees and shrubs, which are currently in early stages of growth (planted in 2007-2008). Some pieces of LWD have been added to the stream, but much of the stream banks are characterized by rip -rap. Species planted include red osier dogwood, willow, red flowering currant, and oceanspray. The remainder of the property is characterized by lawn and landscaping; some of the existing trees on -site are mature and provide shade to the stream. 5m. Describe how the property is currently used. hel Single-family residential use and conservation easement (riparian restoration). 5n. Describe how the adjacent properties are currently used. [heip1 Single-family residential. JARPA 2009 Attachment B: Addi 'onal roject locations (see JARPA Part 5) v1 04/ 7/ 010 Page 2 of 3 Page 22 of 36 PLN20100034 Exhibit 3 5o. Describe the structures (above and below ground) on the property, including their purpose(s). h[�ei f A high -flow bypass system occurs along the western edge of the property, which was installed by the City of Edmonds in 1994 to alleviate downstream flooding during storm events (Corps permit number 93-4-00460). An underground pipe extends from the bypass structure to an outfall at the Puget Sound shoreline. The residence lies approximately 50 feet to the north of the creek. The driveway for the residence lies perpendicular to the creek, and it crosses the stream via a bridge. 5p. Provide driving directions from the closest highway to the project location, and attach a map. h[ eip From 1-5 northbound, take the 220th St. SW exit, Exit 179; then turn left onto 220th St. SW; then turn right onto WA-99; then turn left onto 196th St SWMA-524; then turn right onto 76th Ave W; then turn left onto Olympic View Drive; then turn right onto Talbot Road and travel 1.2 miles (8229 Talbot Road is on the left). If you require this document in another format, contact The Governor's Office of Regulatory Assistance (ORA). People with hearing loss can call 711 for Washington Relay Service. People with a speech disability can call (877) 833-6341. ORA publication number: ENV-021-09 JARPA 200M�ttach�meitl: AddclilOroject locations (see Jfff� $� a{1,Q4}lQ611Q Exhibit 3 Page 3 of 3 1 ate.. M-WANWOMM Jvl• • ' • ;.., c Us Army Corps d Engl..,. Seattle District 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 Start Date End Date Activity Description Stage September September Dredging, Bank Stabilization, and Diversion Pipe 1 2010 2010 Installation July 2011 August 2011 Drainage Improvements in Upland Area 2A July 2011 September Perrinville Creek Channel Modifications, Installation of 2011 Permanent Weir 2B If you require this document in another format, contact The Governor's Office of Regulatory Assistance (ORA). People with hearing loss can call 711 for Washington Relay Service. People with a speech disability can call (877) 833-6341. ORA publication number: ENV-023-09 DARPA Attachment D v1 04/07/2010 Ne 1 of 1 Page 24 of 30 PLN20100034 Exhibi PUGET SOUND PROJECT Browns LOCATION—., Bay W a x m uj 'a pUG�, J-1 1 111 A7 AMAR AI lof 1-190 9d5dA W Innn E 1/4 SECTION 7, T27N, 04E TALBOT ROAD O .G n 0 168TH �ST SW 9 8 176TH �ST S REEK , 2 Co }' 180TH ST SW W 18 EDMONDS 17 _ 4196THST SHEETINDEX SHEET NO. SHEET DESCRIPTION 1 VICINITY MAP AND SHEET LIST 2 PROJECT AREA 3 PHASE 1 PROJECT ACTIVITIES AT 8307 TALBOT ROAD 4 PHASE 1 PROJECT ACTIVITIES AT 8229 TALBOT ROAD 5 PHASE 2 LOWER AREA OF PERRINVILLE CREEK CHANNEL MODIFICATIONS 6 PHASE 2 UPPER AREA OF PERRINVILLE CREEK CHANNEL MODIFICATIONS PROJECT LOCATION I Perak MAP Prepared by: VICINITY MAP AND SHEET LIST rr -- 2200 Sixth Avenue Suite 1100 Seattle, Washington CITY OF EDMONDS Application for: 98121-1820 TALBOT ROAD/PERRINVILLE CREEK 205- 41-9080 HERRERA E/N/RONMENm 206-441-9108FAX DRAINAGE IMPROVEMENT I SCALE AS NOTED CONSMTi s hHpl/wew.harrera4w.mm Waterbody: Date: APRIL 2010 PERRINV SHEET 1 �off 6 `"�� 30 0 30 60 BROWN'S BAY , SCALE IN FEET PUGET SOUND r WETLAND A -1;10 PARCEL # 00594400001100 HOUSE # 8229 it frr HIGH -FLOW 0 \ ✓ BYPASS SYSTEM r I TALBOT PARK STORM DRAIN``. t2 5Kr� PARCEL # PERRINVILLE CREEK -N' \ , f �1J 00594400001200f _� HOUSE # 8235 / rnriri:.: �j1 i, PARCEL #t� / ,f� I 00594400001300 }� HOUSE # 8307 {~N, r PARCr EL# 00594400001201 / == F . , HOUSE # 8233 PARCEL # 00594400001301 HOUSE # 8311 r iv_� �"- - -- LEGEND: PROPERTY LINE AND ROW - - - - - - - - ORDINARY HIGH WATER Prepared by: PROJECT AREA Applicant: m 2200 Sixth Avenue Suite1100 Application for: e' CITY OF EDMONDS Seattle, Washington 00 9612,-162U TALBOT ROAD/PERRINVILLE CREEK 206-441:9080 HERRERA 20644FAX DRAINAGE IMPROVEMENT RONM SCALE AS NOTED. o m Cousu s Waterbody: j t Date: APRIL 2010 PERRINVILLE CREEK SHEET 2 of 6 _ age o Exhibit 10 0 20 SCALE IN FEEE T xo 0 's q5 TD CULVERT W CEp�R W X WETLAND A / r 4- EXISTING FENCE 6 F t cp i X 0 SS f- S` 0 FQ�, CT� REMOVE SEDIMENT FROM STREAM CHANNEL, DEPTH VARIES, 18" MAX O C-' EXISTING STORM DRAIN OUTFALL G N APPROXIMATE EXISTING OHW ►{ I crcnln• EXISTING WOOD WALL 0+50 AND CONCRETE EXISTING CHANNEL WALKWAY �— CENTERLINE EXISTING ® SEDIMENT REMOVAL AREA GRADE 6" MIN 4, • ` EXISTING WETLAND EXISTING GRADE PROPOSED GRADE EXISTING 8" PVC OUTFALL PROPOSED GRADE - — — — - ORDINARY HIGH WATER REMOVE SEDIMENT 12" DEPTH SECTION - SEDIMENT REMOVAL A NOTES: SCALE: 1"=4' 1. VOLUME TO 8E REMOVED FROM CHANNEL: 18 TO 2.2 CU YDS. Prepared by: PHASE 1 PROJECT ACTIVITIES Applicant: AT 8307 TALBOT ROAD 2200 Sixth Avenue suite"°° Application for: CITY OF EDMONDS Seattle, Washington 820 206A41-90 TALBOT ROAD/PERRINVILLE CREEK zofi-aal-s°eo HERRERA 206A41-91 08 FAX DRAINAGE IMPROVEMENT SCALE AS NOTED CONSULTANTS hUpIA—hert Date: APRIL 2010 Waterbody: SHEET 3 0 PERRINV f ,-..,ter,.,.. , ,.,.. ,�... ..... ...........t t t 8x8 CEDAR POST FOR MAINTENANCE MARKER t NOTES: 1. VOLUME TO BE REMOVED FROM CHANNEL: 25 TO 27 CU YDS. 2. TEMPORARY WEIR WILL BE REPLACED WITH PERMANENT WEIR IN PHASE 2. LEGEND: 5 0 5 10 SCALE IN FEET PROPOSED WIRE GABION BASKETS —TOP OF BANK APPROXIMATE EXISTING OHW PROPOSED TEMPORARY WEIR MAINTAINED STREAM/POOL BOTTOM EXISTING GRADE PROPOSED 2 t SEDIMENT REMOVAL PROPOSED WIRE GABION BASKETS PROPOSEDSTREAM FLOW DIVERSION PIPE Prepared by: 2200 Sixth Avenue Suite 1100 SeatBe, Washington 98121-1820 206441-9080 HERRERA 206-441-9108 FAX ENNRONAIE cw+sv�ra'ns s nnPj�.nan"ranc.com Date: APRIL 2010 SECTION - HIGH -FLOW BYPASS STRUCTURE A SCALE: 1 "=10' PHASE 1 PROJECT ACTIVITIES AT 8229 TALBOT ROAD Application for: TALBOT ROAD/PERRINVILLE CREEK DRAINAGE IMPROVEMENT Waterbody: PERRINVILLE CREEK - PROPOSED GRADE �_ CITY OF EDMONDS SCALE AS NOTED I SHEET . 4,_ of SECTION A LEGEND: SCALE: N.T.S. �5 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR % / PROPOSED ROCK 650 it BOULDERS + PROPOSED CREEK ALIGNMENT — — — — — ORDINARY HIGH WATER _- PROPOSED PARTIALLY BURIED LOG PROPOSED WETLAND TERRACE WETLAND IMPACT AREA ® SEDIMENT REMOVAL PROPOSED GRADE AREA — — — EXISTING GRADE Prepared by: 2200 Sixth Avenue Suite 1100 Sestue, Washington 98121-1820 206-041-9080 HERRERA 206-441-9108 FAX ENVIRONMENTAL CONSULTANTS hup9/—hartara .— Date: APRIL 2010 PHASE 2 LOWER AREA OF PERRINVILLE CREEK CHANNEL MODIFICATIONS Application for: TALBOT ROAD/PERRINVILLE CREEK DRAINAGE IMPROVEMENT Waterbody: PERRIN\aUE.GREEK 10 0 10 20 SCALE IN FEET CITY OF EDMONDS SCALE AS NOTED SHEET 5 of j5 20 10 0 I i 7d O PROPOSED STORM DRAIN I / / W Ssg„ J PROPOSED /M,A)NH_O E — I /Ar NOTES: 1. VOLUME TO BE REMOVED FROM CHANNEL: 45 CU YDS WOVEN COIR MATTING , RIPARIAN BUFFER 25' WIDTH REMOVE EXISTING WALL AND WALKWAY APPROXIMATE EXISTING OHW WETLAND TERRACE j;DTH VARIES, EE PLANS / I 2 s _ r. r r, r. COIR LOG PROPOSED 6' TO 8' LAYER STREAM 3.5' GRAVEL AND COBBLES, SEE NOTE 1 SECTION CHANNEL WITH WETLAND BENCH 10 0 10 20 SCALE IN FEET i GRADE RELOCATED WALKWAY IEXISTING GROUND LEGEND: SCALE: N.T.S. - -�15 NEW MAJOR CONTOUR PROPOSED ROCK SPLASH PAD NEW MINOR CONTOUR ® SEDIMENT REMOVAL 0+5D AREA + NEW CREEK ALIGNMENT f � — — — — ORDINARY HIGH WATER PROPOSED ROCK BOULDERS — i PROPOSED GRADE — — — EXISTING GRADE Q NEW MANHOLE PROPOSED PARTIALLY BURIED LOG _ WETLAND TERRACE PHASE 2 UPPER AREA OF PERRINVILLE Applicant: Prepared by: CREEK CHANNEL MODIFICATIONS 2200 Sixth Avenue CMA Suttee W Seattle, Washington Application for: CITY OF EDMONDS 906-441-90 TALBOT ROAD/PERRINVILLE CREEK HERRERA EWRORME—L 2D6-441-9D80 206-441-910BFAX DRAINAGE IMPROVEMENT ' SCALE AS NOTED comsuLrA s hhP*—AeRerm— Waterbody: Date: APRIL 2010 PERRINV C SHEET 6 of 6