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SHX2015-00027 JARPA - SHX Application - 3/31/2015
00 0,-� ?L SOUTH PUGET SOUND SOXW1_5 110"_ 10 Phone (360)412-0808 Fax (360)412-0809 RECEIVED Email spsseg@spsseg.org � � Web wwwspsseg.org 3 2��5 6700 Martin Way East Suite 112 MAR Olympia,Washington 98516 • 426 W. CEDAR ST. Feb 13 ' V i Dept. of Community Development Y=. - Mason County Planning P.O. Box 186 Shelton, WA 98584 Subject: JARPA Permit Application for the Likes Creek Fish Passage Project Dear Regulatory Staff, Plea a accept the enclosed application materials for the"Likes Creek Fish Passage Project". This project is a fish habitat enhancement projec'managed by the South Puget Sound Salmon Enhancement Group with funding from the Salmon Recovery Funding Board and the Squaxin Island Tribe. The primary goal of this project is to restore fish passage to Likes Creek,a major tributary to Goldsborough Creek, Mason County, WA. Fish passage to this system is currently blocked at two separate,adjacent stream crossings. The project will restore fish passage with the installation of stream simulation-design culverts.Large woody debris(LWD)elements will be installed downstream of each culvert to provide short-term gravel retention and habitat. Although some disturbance to the existing stream channel and fringe wetland will occur,these effects will be temporary and self-mitigating, as the long-term benefits of the project will lead to increased stream and wetland functions including added habitat diversity and fish habitat. This project is consistent with the intent and criteria for WDFW's streamlined HPA process per RCW 77.55.181 and the Corp's Nationwide 27 restoration permit. In addition to sponsorship from our organization,this project is supported by the WRIA 14 Lead Entity and is listed on the 3-year work plan for salmon recovery in WRIA 14. 1 trust you will find this to be an appropriate project for the requested permit processes,however please do not hesitate to contact me if you have any questions or if you need further information. Sincerely, Brian Combs Restoration Biologist cc: WDFW,PO Box 43234,Olympia, WA 98504-3234 Seattle District Corps of Engineers,Regulatory Branch,P.O. Box 3755, Seattle, WA 98124-3755 WA Dept.of Ecology,P.O.Box 47600,Olympia,WA 98504-7600 enclosures Application for Streamlined Processing of FISH HABITAT ENHANCEMENT PROJECTS Addition to the Joint Aquatic Resources Permit Application (JARPA) Page 1 Under RCW 77.55.181 you may qualify for a streamlined permit process with no local government fees if your project is designed to enhance fish habitat. If your project meets the requirements below,you are entitled to the streamlined Hydraulic Project Approval(HPA)process,exemption from the State Environmental Policy Act(SEPA),and exemption from all local government permits and fees. To apply for the exemption process,you must provide,on the same day,a complete application package to: the Department of Fish and Wildlife(WDFW)and all applicable local government planning and permitting departments. Local governments have 15 days to provide comments to WDFW to aid it in deciding whether your project qualifies(see below for details). To QUALIFY for the fish habitat enhancement exemption you must check at least one each from A and B andprovide a letter of approval from one of the agencies listed in B.It is highly recommended you discuss your proposal with the local Habitat Biologist prior to submitting your application. A)My project(check all that apply): ®Removes a human-made or caused fish passage barrier. Restores an eroded or unstable stream bank using bioengineering techniques. ®Places woody debris or other in-stream structures that benefit naturally reproducing fish stocks. B)My project is approved by(check all that apply): ®WDFW's Salmon Enhancement,or Volunteer Cooperative Fish and Wildlife Enhancement Programs. The sponsor of a watershed restoration plan as provided in chapter 89.08RCW. WDFW,as a department-sponsored fish enhancement or restoration project. Conservation District,where the project complies with design standards established by the Conservation Commission through interagency agreement with the United States Fish and Wildlife Service and the Natural Resource Conservation Service. A formal grant program established by the legislature or the Department of Fish and Wildlife for fish habitat enhancement or restoration. The Washington State Department of Transportation's environmental retrofit program as a stand-alone fish passage barrier correction project. A local,state,or federally approved fish barrier removal grant program designed to assist local governments in implementing stand-alone fish passage barrier corrections. A city or county for a stand-alone fish passage barrier correction project funded by the city or county. To APPLYfor the Exemption,submit a complete application package consisting of the following documents to the local government planning department and WDFW. Indicate below which local government agency you are sending your application to and when you are sending it. Required application materials: • This addition to the JARPA. • A completed JARPA(use the most recent version of JARPA). • Payment of HPA application fee of$150(submit ONLY to Washington Department of Fish and Wildlife). • Plan drawings(no larger than 11 x 17 format). • Letter of approval of your specific project from one of the agencies listed in B,above. I am sendinz my application to the followinz local zovernment planninz department: xx/xx/20xx on: Mason County 03/17/2015 (Date) i i i Continued on back of page JARPA Fish Habitat Revision 2014 Application for Streamlined Processing of FISH HABITAT ENHANCEMENT PROJECTS Addition to the Joint Aquatic Resources Permit Application (JARPA) Page 2 PLEASE NOTE: • In addition to applying for this streamlined processing,you need to apply for all other applicable Federal and State permits identified in the JARPA. • If WDFW determines that your project meets the fish habitat enhancement exemption criteria,SEPA and all local government permits and fees are waived.WDFW will process your HPA within 45 days of receiving your complete application. • If significant concerns are raised during the 15-day comment period regarding adverse impacts from your project that cannot be addressed through HPA conditions,WDFW may determine that the project does not qualify for the exemption process.If WDFW makes that decision,you may re-apply to WDFW,the applicable local government,and any other applicable permitting agency for approval under the full permitting process.If WDFW determines that your project does NOT qualify for the exemption,or if your application is incomplete,you and the local government planning department will be notified. 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Y° �..,�1i 3^ , 420150000000 .r�.•k� TS.I.,r.Cx .. ._ _..t` ao.. ..'. S ..h<:., wa"... a, 'v_i 420164400030 420153300000 420153399999 420167500040 { 420167500030 It O 420100000010 8 420104400020 O 42010500070 g. 42097000010 41M11100000 41202160410006 4202200e4000 O 420222100010 4202221000�� 4202Y2100078 DISCLAIMER AND LIMITATION OF LIABILITY: The data used to make this map have been tested for accuracy,and every effort has been made LEGEND ensure that these data are timely,accurate and reliable. However,Mason County makes no guarantee or warranty to its accuracy as to labeling,dimensions,or placement or location of � f any map features contained herein. The boundaries depicted by these data are approximate, Rows l� Fedonal Land$ and are not necessarily accurate to surveying or engineering standards,and are intended for informational purposes only. Mason County does not assume any legal liability or Hi9tways City of Shelton responsibility arising from the use of this map in a manner not intended by Mason County. In no event shall Mason County be liable for direct, indirect,incidental,consequential, `° Rwers B Struarns [� County Boundary(ONR) special,or tort damages of any kind,including,but not limited to,loss of anticipated profits or benefits arising from use of or reliance on the information contained herein Parcels Commissioner D►SlACtS Sections ', Lakes ©2009-Mason County GIS 100 W.Public Works Dr Townsho Fltyet Sound&Major Lakes Shelton,WA 98584 http://mapmason.co.mason.wa.us/website(masorVMapFrame.htm 1/1 1 .................................... UNED........................ 1 1 N T N STATE USAr�,rg Date Received: MAR 3 12015 W AS H I G O of Engineers E SWAD Pielrict 426 W. EDAR STD Joint Aquatic Resources Permit Agency reference#:StLI ao] Application (JARPA) Form 1'2 Tax Parcel#(s): 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) h( e Likes Creek Fish Passage Part 2 - Applicant The person and/or organization responsible for the project. LheM 2a. Name (Last, First, Middle) Combs, Brian, Brian 21b. Organization (if applicable) SPSSEG 2c. Mailing Address (Street or Po Box) 6700 Martin Way E, Ste 112 2d. City, State, Zip Lacey, WA 98516-5586 2e. Phone (1) 2f. Phone (2) 2g. Fax 2h. E-mail ( 360 ) 412-0808 ( 360 ) 951-4661 ( ) brianc@spsseg.org x104 '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/Missions/Civi[ Works/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. 'To access an online JARPA form wth[help]screens,go to http://www.epermitting.wa.gov/site/alias resourcecenterharpa iarpa form/9984/iarpa form aspx. For other help,contact the Governor's Office for Regulatory Innovation and Assistance at(800)917-0043 or helper-ora.wa.gov. JARPA Revision 2012.2 Page 1 of 16 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.) of eM 3a. Name (Last, First, Middle) Combs, Brian, Brian 3b. Organization (if applicable) SPSSEG 3c. Mailing Address (Street or Po Box) 6700 Martin Way E, Ste 112 3d. City, State, Zip Lacey, WA 98516-5586 3e. Phone (1) 3f. Phone (2) 3g. Fax 3h. E-mail ( 360 ) 412-0808 ( 360 ) 951-4661 ( ) brianc@spsseg.org x 104 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. of elal © Same as applicant. (Skip to Part 5.) ❑ Repair or maintenance activities on existing rights-of-way 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) Enslow, Jerry 4b. Organization (if applicable) 4c. Mailing Address (Street or Po Box) 100 North Front Street 4d. City, State, Zip Shelton, WA 98584 4e. Phone (1) 4f. Phone (2) 4g. Fax 4h. E-mail JARPA Revision 2012.2 Page 2 of 16 ( 360 ) 490-1216 ( ) ( ) Part 5 - Project Location(s) Identifying information about the property or properties where the project will occur. hf eM ❑ 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.) h� elpl -1 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.) hf e NA, 5c. City, State, Zip (If the project is not in a city or town, provide the name of the nearest city or town.) hI elpl 5d. County hI el Mason 5e. Provide the section, township, and range for the project location. Jkm 1/4 Section Section Township Range 15 20 N 04 W 5f. Provide the latitude and longitude of the project location. 111eM • Example: 47.03922 N lat. /-122.89142 long. (Use decimal degrees- NAD 83) 47.222735 / -123.177388 5g. List the tax parcel number(s) for the project location. hf elpl • The local county assessor's office can provide this information. 42015-00-60000 51h. Contact information for all adjoining property owners. (If you need more space, use JARPA Attachment C.) [help] Name Mailing Address Tax Parcel # (if known) ................................................................................................................................................ Green Diamond Resource 42015-00-00000 Company ................................................................................................................................................ ................................................................................................................................................ ................................................................................................................................................ JARPA Revision 2012.2 Page 3 of 16 5i. List all wetlands on or adjacent to the project location. nI e Wetland A (stream fringe) 5j. List all waterbodies (other than wetlands) on or adjacent to the project location. h( M Likes Creek; Goldsborough Creek 5k. Is any part of the project area within a 100-year floodplain? JheM X❑ Yes ❑ No ❑ Don't know 51. Briefly describe the vegetation and habitat conditions on the property. nL eip] The project site is within Likes Creek, a small to moderate tributary of Goldsborough Creek. Within Likes Creek there is small flow in the summer (1-2 CFS). Vegetation in and around the stream includes salmonberry and Douglas fir in the riparian zone. 5m. Describe how the property is currently used. of elp] Carman Road is a County Road used for residential access. Simpson Railroad is used for transporting raw logs and milled wood. 5n. Describe how the adjacent properties are currently used. h Forestry 5o. Describe the structures (above and below ground) on the property, including their purpose(s) and current condition. jjeM The culverts under the road and the railroad are the only structures. 5p. Provide driving directions from the closest highway to the project location, and attach a map. ItleM JARPA Revision 2012.2 Page 4 of 16 From Olympia - North on Hwy 101 to Shelton; Take Shelton Matlock exit, turn left (west); go approx. 5 miles and turn right onto Carman Road North; follow - 1/2 mile to end of road and stream crossing. Part 6 - Project Description 6a. Briefly summarize the overall project. You can provide more detail in 6b. hf eM The project will restore fish passage to Likes Creek at two separate stream crossings through the installation of 12' wide stream simulation culverts at each of the crossings 6b. Describe the purpose of the project and why you want or need to perform it. h[ elio The purpose of the project is to restore fish passage to Likes Creek. Fish passage has been blocked for many decades (estimated at least 100 years) due to the presnence of two full barrier culverts near the mouth of the stream. This project is a salmonid habitat enhancement project funded by the Salmon Recovery Funding Board, with matching funds from the Department of Ecology and the Squaxin Island Tribe. This project is one of several projects that has been identified and prioritized by the Salmon Recovery Lead Entity in WRIA 14 to enhance fish habitat and increase salmon productivity. 6c. Indicate the project category. (Check all that apply.) hI elal ❑ Commercial ❑ Residential ❑ Institutional ❑ Transportation ❑ Recreational ❑ Maintenance ❑X Environmental Enhancement 6d. Indicate the major elements of your project. (Check all that apply.) hf elpl ❑ Aquaculture ❑X Culvert ❑ Float ❑ Retaining Wall ❑ Bank Stabilization ❑ Dam /Weir ❑ Floating Home (upland) ❑ Boat House ❑ Dike / Levee/ Jetty ❑ Geotechnical Survey ❑ Road ❑ Boat Launch ❑ Ditch ❑ Land Clearing ❑ Scientific ❑ Boat Lift ❑ Dock/ Pier ❑ Marina / Moorage Measurement Device ❑ Bridge ❑ Dredging ❑ Mining ❑ Stairs ❑ Bulkhead ❑ Fence ❑ Outfall Structure ❑ Stormwater Facility ❑ Buoy ❑ Ferry Terminal ❑ Piling / Dolphin ❑ Swimming Pool ❑ Channel Modification ❑ Fishway ❑ Raft ❑ Utility Line ❑ Other: I JARPA Revision 2012.2 Page 5 of 16 6e. Describe how you plan to construct each project element checked in 6d. Include specific construction methods and equipment to be used. hf eM Identify where each element will occur in relation to the nearest waterbody. • Indicate which activities are within the 100-year floodplain. The stream will be de-watered using a combination of coffer dams and pumps. Prior to de-watering, fish exclusion nets will be placed above and below the project area. After de-watering, the existing railroad embankment and County road will be cut open to prepare for the new culverts within the 100 year floodplain. The new culverts will be installed using excavators, bobcats, and other large equipment, and the streambed will be back-filled with stream gravel material; the embankment around the culvert will be rebuilt with rip-rap for stability and protection. A series of Large Woody Debris structures will be placed in the inter-culvert streambed for habitat and temporary scour control. 6f. What are the anticipated start and end dates for project construction? (MonthNear) 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: 06/30/2015 End Date: 09/30/2017 ❑ See JARPA Attachment D 6g. Fair market value of the project, including materials, labor, machine rentals, etc. h! e!O $300,000 6h. Will any portion of the project receive federal funding?JhLeM • If yes, list each agency providing funds. ❑X 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) hf eM 7a. Describe how the project has been designed to avoid and minimize adverse impacts to wetlands. hf !pj ❑ Not applicable JARPA Revision 2012.2 Page 6 of 16 The very nature of the project will require some temporary impacts to the stream and the associated wetlands along the stream channel. However, impacts will be minimized by reducing the project footprint and staging areas to the extent practicable. Direct impacts to wetlands are expected to be temporary and mostly associated with vegetation clearing from equipment access. Long-term, wetland functions should benefit from the project due to improved habitat and fish productivity. 71b. Will the project impact wetlands? h[ eM ❑ Yes ❑ No ❑X Don't know 7c. Will the project impact wetland buffers? jqeM ❑ Yes ❑X No ❑ Don't know 7d. Has a wetland delineation report been prepared? hI elpl • If Yes, submit the report, including data sheets, with the JARPA package. ❑ Yes X❑ No 7e. Have the wetlands been rated using the Western Washington or Eastern Washington Wetland Rating System? hel • If Yes, submit the wetland rating forms and figures with the JARPA package. ❑ Yes ❑X No ❑ Don't know 7f. Have you prepared a mitigation plan to compensate for any adverse impacts to wetlands? hI elpl • 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 ❑X Not applicable 7g. Summarize what the mitigation plan is meant to accomplish, and describe how a watershed approach was used to design the plan. h[ M 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. ILeU JARPA Revision 2012.2 Page 7 of 16 Activity (fill, Wetland Wetland type Impact Duration Proposed Wetland drain, excavate, Name' and rating area (sq. of Impact3 mitigation mitigation area flood, etc.) categoryz ft. or typea (sq. ft. or Acres) acres) ' 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. z 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. °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: 7L 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. n[ eio 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. lbelp 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.) hI eM ❑ 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 Droiect is desianed to avoid and minimize adverse imoacts to the aquatic environment. JARPA Revision 2012.2 Page 8 of 16 hel 0 Not applicable The impacts to Likes Creek will be small and temporary and minimized through Best Management Practices during implementation. All project areas in water will be de-watered before actions take place. Since the project is based on restoration, the long-term beneficial impacts will supersede any small temporary impacts. 8b. Will your project impact a waterbody or the area around a waterbody? bp-m 0 Yes ❑ No 8c. Have you prepared a mitigation plan to compensate for the project's adverse impacts to non-wetland waterbodies? hLelp] • 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 nX Not applicable The impacts to Creek will be small and temporary and minimized through Best Management Practices during implementation. All project areas in water will be de-watered before actions take place. Since the project is based on restoration, the long-term beneficial impacts will supersede any small temporary impacts. 8d. Summarize what the mitigation plan is meant to accomplish. Describe how a watershed approach was used to design the plan. h( eM If you already completed 7g you do not need to restate your answer here. h[ elpl NA I 8e. Summarize impact(s) to each waterbody in the table below. hI eM Activity (clear, Waterbody Impact Duration Amount of material Area (sq. ft. or dredge, fill, pile name' location2 of impact3 (cubic yards) to be linear ft.) of drive, etc.) placed in or waterbody removed from directly affected waterbody Excavate Likes Creek In stream 14 days See 8f 200 feet JARPA Revision 2012.2 Page 9 of 16 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. z 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. IM10 Carman Road Culvert Fill Excavation C.Y. 515 Temp Fill Disposal C.Y. 240 Perm Fill Disposal C.Y. 274.8 Backfill Compaction (Existing) C.Y. 200 Backfill Compaction Import C.Y. 337.2 Stream Simulation Mix C.Y. 85 Riprap C.Y. 48 Railroad Culvert Fill Excavation C.Y. 1404 Temp Fill Disposal C.Y. 600 Perm Fill Disposal C.Y. 804 Backfill Compaction (Existing) C.Y. 500 Backfill Compaction Import C.Y. 1816.8 Stream Simulation Mix C.Y. 106 Riprap C.Y. 86 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. hf elo Excavating will be completed directly with an excavator. Some clean sediment removed from the excavation will be disposed at an upland location on the site or nearby. 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. of m Agency Name Contact Name Phone Most Recent Date of Contact JARPA Revision 2012.2 Page 10 of 16 WDFW Margie Bigelow (360) 427-2179 02/25/2015 9b. Are any of the wetlands or waterbodies identified in Part 7 or Part 8 of this DARPA on the Washington Department of Ecology's 303(d) List? h� eM • If Yes, list the parameter(s) below. • If you don't know, use Washington Department of Ecology's Water Quality Assessment tools at: hftp://www.ecy.wa.gov/programs/wq/303d/. ❑ Yes ❑X No 9c. What U.S. Geological Survey Hydrological Unit Code (HUC) is the project in? hf eM • Go to http://cfpub.epa.gov/surf/locate/index.cfm to help identify the HUC. 17110019 9d. What Water Resource Inventory Area Number (WRIA#) is the project in? hI m Go to http://www.ecy.wa.gov/services/gis/maps/wria/wria.htm to find the WRIA#. 14 9e. Will the in-water construction work comply with the State of Washington water quality standards for turbidity? hj e • Go to htti)://www.ecy.wa.gov/programs/wq/swgs/criteria.html for the standards. ❑X Yes ❑ No ❑ Not Applicable 9f. If the project is within the jurisdiction of the Shoreline Management Act, what is the local shoreline environment designation? JkM • If you don't know, contact the local planning department. • For more information, go to: htti)://www.ecy.wa.gov/programs/sea/sma/laws rules/173-26/211 designations.html. ❑ Rural ❑ Urban ❑X Natural ❑ Aquatic ❑ Conservancy ❑ Other: 9g. What is the Washington Department of Natural Resources Water Type? hf e Go to http://www.dnr.wa.gov/BusinessPermits/Topics/ForestPracticesApplications/Pages/fp watertvping.aspx for the Forest Practices Water Typing System. ❑X Shoreline ❑X 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? hf M • If No, provide the name of the manual your project is designed to meet. ❑X Yes ❑ No Name of manual: JARPA Revision 2012.2 Page 11 of 16 I 9i. Does the project site have known contaminated sediment? hf eM • If Yes, please describe below: ❑ Yes ❑X No 9j. If you know what the property was used for in the past, describe below. hf elpl 9k. Has a cultural resource (archaeological) survey been performed on the project area? heI • If Yes,attach it to your JARPA package. Ll Yes X❑ No 91. 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. h[ eipl Steelhead Trout 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. h[ eM JARPA Revision 2012.2 Page 12 of 16 unknown 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 helpCcD-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.) hf e • For more 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 (lead agency). The expected decision date is ❑X I am applying for a Fish Habitat Enhancement Exemption. (Check the box below in 10b) h( e ❑ This project is exempt (choose type of exemption below). ❑X 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.) hf e LOCAL GOVERNMENT Local Government Shoreline permits: ❑ Substantial Development ❑ Conditional Use ❑ Variance ❑ Shoreline Exemption Type (explain): Other City/County permits: ❑ Floodplain Development Permit ❑ Critical Areas Ordinance STATE GOVERNMENT Washington Department of Fish and Wildlife: ❑X Hydraulic Project Approval (HPA) ❑X Fish Habitat Enhancement Exemption - Attach Exemption Form JARPA Revision 2012.2 Page 13 of 16 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: ❑X $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: ❑X Section 401 Water Quality Certification FEDERAL GOVERNMENT United States Department of the Army permits (U.S. Army Corps of Engineers): ❑X Section 404 (discharges into waters of the U.S.) ❑ Section 10 (work in navigable waters) United States Coastal Guard permits: ❑ Private Aids to Navigation (for non-bridge projects) JARPA Revision 2012.2 Page 14 of 16 Part 11 - Authorizing Signature Signatures are required before submitting the JARPA package. the JARPA package includes the JARPA form, project plans, photos, etc. hf eM 11a. Applicant Signature (required) h[ eM 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) Brian Brian Combs Applicant Printed Name Applicant Signature Date 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. Brian Combs t 03/12/2015 Authorized Agent Printed Name Authorized Agent Signature Date 11c. Property Owner Signature (if not applicant). hf gM 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. Jerry Enslow 03/12/2015 Property Owner Printed Name Property Owner Signature Date 18 U.S.0 1001 provides that:Whoever, in any manner within the jurisdiction of any department of agency of the United States knowingly falsifies,conceals, or covers up any trick, scheme, or devise 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. JARPA Revision 2012.2 Page 15 of 16 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 Revision 2012.2 Page 16 of 16 Preliminary Design Documents DRAWING INDEX: Common Sheets Likes Creek Fish Passage 1. COVER SHEET Seattle 2. LEGEND AND NOTES Simpson Lumber LLC Railroad Culvert S Ito lympia WASHINGTON 3. EXISTING SITE PLANS Simpson Lumber LLC Railroad Culvert Sheets Mason County W. Carman Rd N. Culvert 4. DEWATERING PLAN TRACK PROJECT NUMBER 12-1459 WRIA 14.0035 1 Not toScale 5. SITE PLAN JOINT PROPOSED COORDINATES 6. PROFILES 7. SECTIONS `I 8. DETAILS W. Carman Rd North Culvert Sheets r '' I 9. SITE PLAN 10. PROFILE . 11. DETAILS Common Detail Sheets 12. DETAILS Likes Creek Culvert s , _ -, 13. TESL DETAILS y 14 TESC DETAILS Midway Creek Culvert I I � PURPOSE: Restore anadromous fish access Shelton,WA , j DATUM: Horizontal Datum: NAVD 83 Vertical Datum: NAVD 88 - Goldsborough Creek IN: Shelton, Wa STATE: 1AIA COUNTY OF: Mason ,YI, If �'..T- 't •:k PORTION Or: SEC15 T20NR04W ENG. PROJECT NO 12-1459 APPLICANT:South Puget Sound Salmon Enhancement Group RErION: South Puget Sound COORDINATES: 47 22363923 —123 18102279 DIRECTIONS: VICINITY MAP GFNERAI. AREA: Just upstream of mouth of Like's Creek, From Hwy 101/Shelton—Matlock Rd, go towards Matlock, xde I—3s7D3s7D a major tributary to Goldsborough Creek take a right on Carman Road and follow to end of west of Shelton, WA paved road, crossing is shortly past end of pavement on gravel road. PROPETY OWNERS:Simpson Lumber LLC and Mason County DESIGNED°Y: <evme W.I.." Engineering Likes Creek Fish Passage °R"�"°Y Cover Sheet 1 14 I"': a Orating DATE: SHEET OF SCALEVERIFICATION 03N42015 0 SHEET SYMBOLS LINETYPES ABBREVIATIONS DETAIL DESIGNATION - INCHES MISC. - MISCELLANEOUS 1 W FEET MPH - MILES PER HOUR 1 1 WATER MAIN APPROX. _ APPROXIMATELY O.C. _ ON CENTER SHEET CALLED FROM SHEET SHOWN ON B&B - BALLED AND BURLAPPED O.D. OUTSIDE DIAMETER FENCE —x x x— BM - BENCH MARK OHW - ORDINARY HIGH WATER CENTERLINE PK - PARKER-KALON DETAIL CALLOUT CAL. - CAUPER GAS LINE GAS CFS - CUBIC FEET PER SECOND R.O.W. - RIGHT OF WAY CUR. - CLEARANCE REQ'D - REQUIRED SECTION DESIGNATION so w CMP - CORRUGATED METAL PIPE SEC. - SECTION STORM DRAIN S.F. - SQUARE FEET DIA1 CONC. - CONCRETE S.F. - SHEET SHEET CALLED FROM SHEET SHOWN ON SAN SEWER 5 5 ELEV. - DIAMETER ELEV. - ELEVATION SPEC'S. - PROJECT SPECIFICATIONS SECTION CALLOUT EO. - EQUAL STA. - STATION OVERHEAD POWER o/r FTG. - FOOTING SS - STAINLESS STEEL HOPE - HIGH DENSITY TEMP. - TEMPORARY //��PROFILE DESIGNATION POLYETHYLENE TYR - TYPICAL OVERHEAD TELEPHONE o/T HT. - HEIGHT W.S. - WATER SURFACE 1 1 GAL - GALLON WSDOT - WASHINGTON STATE SHEET CALLED FROM SHEET SHOWN ON ORDINARY HIGH WATER 0"W I.D. - INSIDE DIAMETER DEPARTMENT OF PROFILE CALLOUT I.E. - INVERT ELEVATION TRANSPORTATION UNDERGROUND TELEPHONE U/T LBS. - POUNDS WSEL - WATER SURFACE ELEVATION LINO - LARGE WOODY DEBRIS MAX. - MAXIMUM UNDERGROUND POWER U/p MFG. - MANUFACTURER'S MHW - MEAN HIGH WATER TRACKS MHHW - MEAN HIGHER HIGH WATER MIN. - MINIMUM MISC. - MISCELLANEOUS EXISTING THALWEG --—-—-—-—-—-—-—-—-—-- LEGEND EXISTING CALLOUT NOTES NEW CALLOUT CONCRETE 0 k . References to Right and Left as viewed downstream "� X SURVEY POINT f FILL s 036fLE EXISTING TREES TO REMAINam ROCK/GRAVEL Survey Notes: BENCH MARK COORDINATES BM1 — i PROJECT BENCH MARK �Illu—1_I III UNDISTURBED GRADE Horizontal Datum: NAVD 83 POINT #1 EASTING NORTHING ELEV Vertical Datum: NAVD 88 HU133 1 975419.60 700122.10 190.8 B_1 BORING LOCATIONS BMi 975193.64 700320.06 210.10 � y WETLAND DELINEATION Location:3.6 mi NW Shelton,WA BM2 975381.00 700322.00 223.30 tF SANDBAGS Lat: 47' 13'21.15" BM3 975068.90 700456.90 207.9 DEMO Long: 123' 10'38.18" BM4 975264.93 700166.67 214.76 NOTE CALLOUT BMS 1 975349.77 700146.27 196.64 2+00 STATION CALLOUT MARKER HORIZONTAL COORDINATES BASED ON BM6 975264.93 700166667 214.76 /// MASON COUNTY CONTROL POINT#6003 �) PHOTO CALLOUT TREE To BE REMOVED AND CONTROL POINT#6002 C4 975339.96 700189.60 213.49 CP1 975037.60 700247.83 223.91 CP2 974922.48 700048.21 221.62 TREE TO REMAIN DESIGNED BY. Watertall Enalneedna j DRAWN DY: Legend Likes Creek Fish Passage RhbrSMeDeNn9 2 14 DATE: SHEET OF SCALE VERIFICATION wt a o9l04r1015 I Parcel42015-00-00000 - �BM3 Green Diamond Resource W. Carman Rd North Culvert C th :rr � Company Parce142015-00-00000 Survey Points' \ Green Diamond Resource Waterfall Eng. `� o Existing 48° Company Aluminum pipe. Upstream Channel Slope r�` ��, \ \\\\\` To be Removed 2.29 O 4 Survey Points t :`,`\\\ — 1\ ' Existin Grase/ Roq�l i y \ \\� \\ / F t i i Mason County \ '• ,; `�� iON Border represents Extents of Mason County and Waterfall Engineering survey. t + Existing 30" and 24" CMP Culverts Contours outside of Border / _ to be removed. r �., Represent Lidar Data and � � � II�� _ � M-Mow* ��� �%� _: Existing are for Representation Only. \' I 1 x / LIJ Lu Survey Points ��X' � HUB 2 ✓ \ i �' % Waterfall Eng. 6/�; � ;,;,//; � ne � � �__ -• �"� - :- Downstream Channel ',r _ r o G //J;J,,; \. j �``��\` r-?�Slope 1.89 ,< / _ � vim:• o I j / JoPe< y � 1::% "` HUB 3 m ( I _1 ) OR ` Sirnpsan.;Ltxttl5er LLC Culvert , r ; \.\' / / '%/ A201�',bet Go /• j%�:. —�\re — Parcel 42015-00 00000 I+�� 1 •'i et�y �, Green Diamond Resource Company P dips°� �o9 EXISTING SITE;PLI N '®''' C-1.- ;'�iQ scA e: +"=sD' SCALE i DESIGNED BY: I 5n °'`� er �D °Ex"PTON Wetertell Englneerina Likes Creek Fish Passage °R„.WN„Oo.N� Existing Site Plans 3 14 DATE: SHEET OF SCALE VERIFICATION 03/04=15 a.awu oa. p 1, oordinates Rail Road Track Joint C , •'\ // e �p ® Northing Eastin Callout Elevation 9 9 \\ 1 216.670 700136.1200 975169.2500 2 216.580 700137.3400 975184.8100 1 11 I g` , \\ 3 215.330 700149.0900 975199.6000 ` \�� \\ \ \ X 1, / \ " .1 � �. - \ 4 216.190 700150.4000 975215.0900s \ \ ••"�\ ��� � 17Z t •�. \•\� ` � Place 145'~18 1•'�--� 5 215.940 700162.1600 975229.9100 Place Fish screen per ` \�r `� tt','',,,•bypass pipe �(� t� _ \ ..�: \,\fit'+, throw h Existin � �ahh 6 215.730 700163.4200 975245.4400 1 r �' `, Project Specifications �^ '`�� �. 9 g J 1 vert 7 215.480 700175.3500 975260.1800 Cul 8 215.300 700176.7500 975275.9700 `lil,1\\ �' /' E F. 9 975290.7100 9 214.960 700188.1 00 '" '.= ` � •" ' — "\�^ Pum Sediment construction ` � �-�= �;�..� , 9 ,�'•/ •12'.-''1:';°� 10 214.960 700189.4800 975306.1800 - water to existing Lowland :\\-" 11 214.860 700201.2800 975321.1300 •„-------.. \' area as shown. r �%� A �. Existing 12 214.710 700202.6100 975336.6400 `.��/ — `� z � ' !' L '- \ =_'30" AND ov CMP Culverts ���,..._.-�\ / `�` -� ' � ..-.. t ��� `��ttt'�"= -'to be removed. 13 214.590 700214.2300 975351.2300 '' L `� Top Elevation 194�.,� xa1 Notes: / ,•' / \ i, `✓' �C \\` - ►' .° \\���.. Rail Segment Length 33' .,) 1 ,- �l\ \ � ! !Q'�.; L.% � � •��� Track Width 4'-11 1/4 CL • Ties are 8 Long ' LriwlarrcYAYea i� `/� -' = r / Track Height 5 1/2" Above RR Tie Tie Spacing 2' 6" Average k r J XY %: '�''4 '.Y� ---�.�% /•�/•, tip•:.._— -v .- _ --.as Y _. ',1\`',11 / I otkP°�y( j �•*• tua' ;::�' Place Approx 50' >,1kk of silt fence as shown G p 1- � '• •�,�/ / �i,�^� %�=-�" / Existing //✓ —a1s-- � � _'; ( kx / ;' �•` Roil Roods Place Fish screen per Project Specificationssolvso- Ce �� / %• '� /�ge��"— -/ -'"ram..- •�I `,` ,� i �/ /' i/ / ' / �ll /1 Existing 100' Right Of Woy N i / 0 30 SCALE: V-30' SCALE DESIGNED Rr: Simpson Lumber LLC Railroad Culvert u„• scaivnon w.I..1L Enonwm Likes Creek Fish Passage DRAWNa RNer51E OreNng Dewatering Plan 4 14 DATE: and Track Joint Coordinates SHEET OF SCALE VERIFICATION 03N4/2015 POINT CORDINATES POINT # EASTING NORTHING DESCRIPTION P1 975250.59 700228.55 Complexity Structure T I P2 975271.24 700213.67 End Culvert P3 975290.07 700180.66 Middle Culvert `I 1\\ `����i` P4 975308.90 700147.66 End Culvert Jf �) _----_ ��•-�� '�- P5 975323.07 700140.50 Complexity Structure / —�•. . P6 975347.99 700136.85 Complexity Structure // d' I T Yam•' '___. - i �. �`•--/•�^ ' { 1 �- Existing i , �•- '' �__, �'�.�%� Wood Debris - �_ c i 1 '' i b to be removed t"ng 1 J _ Rail Rood 1.5:1 RipRap. 5 a P Via,. �� side slope. ;I G r 1�1 ,/� 1- ,•�,. .� / , 7 Existing Boa � ._ both Typ. o . /> � 1 r"" 30" AND 24" CMP Culverts' E to be removed. Backfill Exiting Tracks .iY ,''�-..``'\\ •j, :' 'NAZI - /� for Equipment Access ``.� / l ; _ ' Large Woody Debris Complexity r , a / Structures Added to Provide Temporary Grade Control and long % � M -�dr term Spawning and Rearing Habitat. 2.1 cut Slope' v..x� P 9 9 0�� > KeyLogwith Rootwads to be G� �yG�r � �. '"'� �� Embedded in Channel, Secondary � gr -6 � �1 ' \ _ - Logs Butressed Against and Under \ �\r��� K eyLogs. Final Structure Backfilled G I t / / ,- — - t with S reambed Cobbles and Gravel. s(r ;J ' i � Proposed 142" Span by 92" Rise CSP Arch "- % 1 j Actual Number and Spacing TBD. I / V� / "i Culvert. Length 76', Slope 2.7% 2.8 Countersunk Below Existing Streambed �' i' �J`r Note: These are not grade -- controls. The Intent is to Add Wood (buried in the existing disturbed or`y\io�y_ - ' —.`� ,I /' - / /i '% s channel and floodplain) and allow ramp� o�e-- ` stream forces to move and sort over time and create stable l� soi o�c spawning and rearing habitat similar S jp�•,od` to areas upstream of the culvert. /�G�een SITE PLAN - NEW WORK 0 —2!0 SCALE: 1'=40' SCALE DESIGNED By' Simpson Lumber LLC Railroad Culvert l e� wrz ^' 'V4D 06xe�0N Weler(all Eml—lm Likes Creek Fish Passage DR"�"°Y Site Plan Proposed 5 14 RNerSlda DreNig DATE: SHEET OF SCALE VERIFICATION 03104r2015 0 Channel Slope 1.8% tAwa Large Woody Debris -___._ _._..- _ _ -._ -.-__-- -- -- 216 Complexity Structures --- _ ---- - --- -- (3) Total See Sheet 12 z _ -- --- -- - - --- ---- - -- -- - __ Existing Woody _----_--- --_-_ ___ -existing Chonnei Debri u�aREEK Tholweg - -- r -- - ----- - -- -- - t • -- - 6 1 D+DD 0+ O+SD 1+20 1+60 2+00 2++0 Channel Slope 1.8% Channel Profile Log Structure by Others SCALE: 1'=20" Rail Road Tracks See Sheet 8 for Detail 214 - -- -- - - - - - - ---- 214 212 2:1 side slope e 212 210 Existing- , - 210 30" AND 24" CMP Culverts Z -208 20$ 12" to 15" Boulders 1.5:1 Ri Ra 206---- -------- to be removed._ _ g side slope. P 206 -Along Culvert Walls 204 10' Spacing Typ. both 204 202 � 22' sides 202 200 200Existing Woody De ri -- -- 198 to be removed ___. 196 194---- 192. 194 tss3 -.__. ---- 192-= - --- tst a 1900 __. 190 188189. - Streambed Sediment ._ -_-_-6" Depth Crushed - - 188 Rock Bands D16=0.5", D50=1.25" P P Y -- - - - —D16=1", D50=2.5"" - Base Course. 1' Minimum —186 186—Proposed 142" Span b 92" Rise CSP Arch D84=3.5", D100=7" D84=2 , D100=3.5" under Arch Culvert Culvert. Length 76', Slope 2.7% 1+20 1+60 2+00 2.8' Countersunk Below ExistingStreambed Channel Profile- Enlarged View SCALE 1"=10' ITffrflTft7 DESIGNED BY Simpson Lumber LLC Railroad Culvert � "� °"� � A0°O WetertaA Enalneehng DRAWN BY: PCOf�I@S Likes Creek Fish Passage RNasa°°�^ 6 14 DATE: SHEET OF SCALE VERIFICATION ON0412015 216 214 - _ Proposed 142" Span by 92" Rise CSP Arch .- -,214 212 - -- Culvert. Length 76', Slope 2.7% 212 210 - -- - 2.8' Countersunk Below Existing Streambed 210 208 Streambed 194 208 206 Existing 30" and 24" CMP.,Culverts 1206 204 - - - --to-beter0oved; 202 202 2:1 CUT SLOPE --- - -.._..--- 200- T9B:0 200 --- -. -- --- — 198 - _ _ I 196 VIEW DOWNSTREAM " t 196 194 SECTION 1 s4 192 5 7 SCALE: r=1oI192 Existing 190 — - - ga g18 —I— 190 Rail Road tracks 188 -50 -40 -30 -20 -co -10 0 10 20 30 40 50188 214 - 212------- - ._..- _ 2114 210 I 210 208 206 Existing and 24 M Iverts 206 0 .De rem?5ved-- 204 204 _ �- ____ ' 204 202—• -- — 2:1 CUT SLOPE 202 T l 200 *: .ITa I,� 200 198 198 196- - - - - _.. r - 196 194 194 192--f--- - - .. --. -- - -�--.._.... _._.-_. .... -.__.. ------ -i-..,._ _.... -192 90 190 1 --_� -18.0'_� 189.E 188 186 -50 -40 -30 -20 -10 0 10 20 30 40 50 186 VIEW DOWNSTREAM /�..—— `204 o SECTION 204' 202 _ - --- -202 5 7 SCALE: I'=Io' Rock Bands 200.... -- ---= - 198 ---��, _ (4) Total 198 196- - _ -- '= - - 196 194 - 193.2 I 194 192 192 2:1 CUT SLOPE 190 _.. _.___.__.__ E SECTION __ __ _...__ _.. _-._.190 VIEW DOWNST REAM 188 O N 188.8 - - 188 186 s 2 SCAL 18.0 186 184 -50 -40 -30 -20 -10 0 10 20 30 184 DESIGNED er Simpson Lumber LLC Railroad Culvert nev ua �i°°� °• Weleftil Englneedng a Likes Creek Fish Passage DRAWN DY Sections 7 1a RMBItle Dmfd� DATE: SHEET OF SCALE VERIFICATION 0310412015 ' • wow o.......n o r I CL Track Ties 7"x 9'x8', 24" Spacing Elevation From Sheet 3 4'-11 114" ___---- 12" Ballast -------------- 2%Slope 2% Slope �1 N 6" 1-1/4" Sub—Ballast RAIL TRACK DETAIL ALE: 1 =2 Track Reconstruction Notes: 1. Remove existing Rail, Ties and OTM to first joint beyond excavation limits 2. Dispose of unsuitable materials as specified 3. It is estimated that 50% of the ties need to be replaced. Plug holes in existing ties suitable for relay per specifications. 4. Relay existing rail using existing joint bars and plates. Utilize new anchors, bolts, nuts washers and spikes. 5. Surface, line and dress for 100' either side of track removal 6. Tighten joints for 100' either side of track removal DESICNm BY: Simpson Lumber LLC Railroad Culvert Watmtad Engineering DRAWN B.: Details Likes Creek Fish Passage w�rslaeDemre 8 14 DATE; SHEET OF SCALE VERIFICATION 03MQ015 4PP,0'X[M QUANlTI4S- Place Fish screen per ` �•+\\ �, Proposed 142"^Span by 92" `� ATE _. 1 -- Rise CSP Arch Culvert \. \� \. `, , \ . � Iapkflll�aaction: 481 Y_ Project Specific ations, Len th 50', Sloe 2.7% l 9 P Alp \ '- i 2.8' Countersunk Below Bhl40 CExistin Streambed Oraae \1 2 F�V ! it I 15)\�6t�dl tor,6otb P jeots, ! Top of CUt t,o- :�,\ i - \ ti4r Survey Points g I Waterfall Eng. \ 1 Replace Gravel back to Original Elevation. fL - ~(r °i' `; i 9 Place min 6 18" ADS Bypass \'\ \ Pipe. �`•\`�`,.`,\ i- _ .Depth CSTC and Compact i - \ Pump Sediment constructionTR water to existing Lowland area as shown. See l d North Sump Pump Detail Sheet 13 and 14 r ; �o \ I ( i ;�'- o-, /- W Carman R \\'.,t+\+`•I� a �� ,' Existi Qvra'vel-RqdA;' Large Woody Debris Existing Gravel Road 2 \, �. or6plezity i+ Structures Added to Provide _M. `� - emporary Grade Control and long Fish screen per '� ��_ `s term Spawning and Rearing Habitat. ,�� 1 II't+,11,t11i ' -i<e Log with Rootwads to be Project Specifications t Y 9 ' \`g Embedded in Channel, Secondary N 1 ..• —•. � _ "% ,-- -�-- � Logs Butressed Against and Under e �— 1 r i- �'S-1 Key Logs. Final Structure Backfilled *' ; f i. L ;:�•,- ' �.\ --__ _-- —' i! with Streambed Cobbles and Gravel. _ 1 `` ptppe "-, .��y Actual Number and Spacing TBD. -, Note: These are not grade \\��' `:`\.\•'` \\ � �i ' _ sr •.�'.�'i `� '� 3+ �% controls. The Intent is to Add Wood \ x($�,,o (buried in the existing disturbed \ 'r;•- ,•• %i: '� /- ' - s`i:- 'e' channel and floodplain) and allow �oy+ld'n:;b Afea ri- //j;i',.% �;�i�- '� ,- -:I'll %f %A::;� 2 stream forces to move and sort = over time and create stable \N. Spawning and rearing habitat similar to areas upstream of the culvert20 Dewatering Plan Site Plan-Proposed SCALE: I'=30' _ SCALE: 1=zo' SCALE DES! ED Rr: W. Gartman Rd North Culvert i "� °"° " N°D za,a °�"PnOM WaterfaA EnglneeAng Likes Creek Fish Passage °R„ b o'�Nngaan Site Plan - Proposed 9 14 DATE: SHEET OF SCALE VERIFICATION 05A102015 0� 1. Large Woody Debris Carman Rd N 16 --E-xis4if, Complexity Structures - - See Sheet 12 — - --- 1 -Atumanum4pipe W. Carman Rd North T 1 - - - To be Removed ---- - - �-----. US IE 199.6 CIS IE 199.3 --- - -" Existing Plunge Pool Filled 2+80 3+20 3+60 4+00 2+40 2+80 w/Stream Simulation Material 3+60 Profile- Existing Conditions (Carman Rd N Culvert- Mason County) Profile (Carman Rd N Culvert-Mason County) SCALE: 1--20 SCALE 1"-20' 2:1 side slope 212 212 Proposed 142" Span by 92" Rise CSP Arch 1.5:1 RipRap side _ 210 --- - . -- 10 --- --- slope. Typ. both sides Culvert. Length 50', Slope 2.7% -208 208 --- 2.8' Countersunk Below Existing Streambed Band 206 Pool 197.3 206 204- Large Woody Debris---- - %,_ _ - - _ ZOO 204 202 Complexity Structures ..-__ -- / - -- - P e -- Pool 196.5 - See Sheet 12 LL--- --- 19- __—_`198 198---- _� ss a Grade 196 194 DS I.E. 194.9 -- -- - -- - US LE. 195.9 -- 194 192_ .- _------ - 6" Depth Crushed—__. __ Rock Bands _ 192 190 Base Course. 1' Minimum Streambed Sediment -D16=1", D50=2.5- - 12" to 15" Boulders 190 under Arch Culvert D84=3.5", D100=7" Along Culvert Walls 188 D16=0.5", D50=1.25" 18 186 I D84=2" D100=3.5" 10' Spacing 186 2+80 3+20 3+60 Profile (Carman Rd N Culvert- Mason County)- Enlarged View SCALE: 1•=10' - _ - ------ -_ - Existing Chonocl Tholwcq 202 ._.._. _._ — . _. --- Jr. ..----.__,._Y_- __�-- ._-_. _. .. -- ;$? This Reach of Likes Creek Above the Mason County Creek Culvert has High Quality Spawning and Rearing Habitat (2% slope, 8' 3+60 4+00 4+40 4+80 5+20 Channel Width. LWD provides the natural 6+40 grade control to trap spawning gravels Note: Overall Channel Slope Profile-Channel Upstream of Carman Road N Culvert Drops 15.1' in 624' = 2.4% SCALE: 1=20' DESIGNED BY' W. Carman Rd North Culvert WWWON Engineering Likes Creek Fish Passage DRAWN D. RhrorSka rnNng 6 DesLgn Profiles 10 14 D DATE: SHEET OF SCALEVERIFICATION we an 0301/2015 o r L 220 CSP Pipe Arch 220 218 120" Equiv. Dia 218 RipRap Side Slope Existing 48" - 216 to Cover Backfill Aluminum pipe. 216 Nominal Size: To be Removed 214 142" Span by 92" 214 212 1:7 200 212 3:1 Slope to Existing Grade. '" 142" ---210 210 __.. _`C..-�-- - ------208 20s n 206 204 204 --- - - -- ---_ _ s��s I� ��' 202 11.8, 200 Backfill. Place in 12" Lifts. - -�— .lam i�' 198 198 Compact to 95% ( '' �n 196 196-- ---- - - 194 -�_- __ _'� - -- 94 192 12:1 Slope 192 io Streambed Sediment 190 Proposed CSP 188 D16=0.5", D50=1.25" 188 -- ----- D84=2", D100=3.5" 186 -50 -40 -30 -20 -10 0 10 20 30 40 50 184 VIEW DOWNSTREAM Typical Culvert Section SECTION SCALE: 1'-5' 9 11 SCALE: V-10' Existing 48" Replace Road 214 Existing Aluminum pipe. back to Original _ 214 212 Road Grade To be Removed Condition. -- 212 1 -- 210 210 _-� ---- - - - -� Tli -_ -208 208 - �I 1 - � = ' 206 - 1 2^. - 206 -- -- I .-tl,.l. 204 204 �, -- — --202 202 --- --- 200 Backfill. Place in 12" Lifts. 200 Compact to 95% 198 11.4' 198 _ --- 196 196 - - 194 194 - 192 192- r Proposed 142" Span by 92" 190 12:1 Slope 190 Rise CSP Arch Culvert 188 - ---- -.. - - -_. _ - - - Length 50', Slope 2.7% -188 Rock Band 186 6" Depth Crushed - -- - 2,8' Countersunk Below -186 Cobble 184 Base Course. 1' Minimum— Existing Streambed -- - 184 Typical Culvert 182 under Arch Culvert __ --------------- -- 180 180 Section at Rock Band -50 -40 -30 -20• -10 0 10 20 30 40 50 SCALE: 1"-5' VIEW DOWNSTREAM SECTION 9 11 SCALE: 1"=10' DESIGNED BY: W. Carman Rd North Culvert efl' o, B1' °pPD Weledall Enalneerina DRAWN BY: Sections Likes Creek Fish Passage DATE: Defling 3Des gn SHEET o4 DAATE: SCALE VERIFICATION 05,Wr2015 e D��1' Flow Footer Logs: Excavate channel to the width and slopes shown on the project plans. Toe Log — A-, Trench excavate the diameter of the log and place two logs (12 to 15"diameter, 15 _r j to 20 feet long) across the channel. Ends of log should extend 2 to 3 feet into the Footer banks. Channel Control Log: Select Single Key log (15 to 24"diameter by 15 to 25' long with rootwad). Trench excavate back into bank or sharpen end and push in with excavator(or combination). Stem of log to be buried 1/2 to 1/3 of exposed length. Ensure rootwad is placed firmly against bank, bottom of log is at or below existing Channel Control grade and on top of footer log, and top of log at the channel centerline is at the Log elevation shown on the project plans. �' — Support log: (18 to 24" diam, 15 to 20 ' long with rootwad): Place rootwad high on Note: bank, slide end down into bed on downstream side of Channel Control Log. Sharpen At Centerline Channel, Control Log I end or excavate bed d push into streambed minimum 24 inches. Ensure channel � an is of grade. I control log is butressed against support log. Two Thirds of support log should extend r Footer Support Log above the 100 year flood level. Toe Width' Toe Log: (12 to 15" diam, 10 to 20' long): Place toe log on top of channel control I _ log and footer log. Extend upstream sloping downwards and bury end either within 'tA,, Bank next upstream log complex or into bed minimum 1/3 of log length. Place (by hand) Slope i small pieces of LWD from the upstream end to plug gaps between logs. JGravel Cobble Backfill: Place a minimum 12"depth streambed gravel/cobble A andboulders as shown. Extend upstream and downstrea a minimum of 3 feet. Note: Actual layout and alignment will vary as directed in field by the Engineer. Channel Control Gravel/Cobble Log � Backfill Footer Footer Log Log Section A-A Lar e Woody Debris Complexity Structure 5 1 6 9 1 Y NOT TO SCALE Pcrosioxs DESIGNED BY: Rev wR a •IVO oeecAnnox WateNeA EnalneeM9 DRAWN BY: Details Likes Creek Fish Passage RMrSd°DeNP9 12 14 DATE: SHEET OF SCALE VERIFICATION 03/04/2015 o��r ANNOTATION NOTES: 1. SEEPS MAY BE PRESENT THROUGHOUT THE PROJECT AREA AND DISCHARGE INTO PLASTIC SHEET THE WORK ZONES. INCIDENTAL DEWATERING TO BE PROVIDED AS NEEDED BY SUMP LINING PUMP PUMP(S) THROUGHOUT THE CHANNEL TO ENSURE ALL WORK IS PERFORMED IN DRY DISCHARGE CONDITIONS. DISCHARGE FROM SUMP PUMP(S) TO BE ROUTED TO UPLAND AREAS AND/OR COLLECTED AND DISPOSED OF PROPERLY OFF—SITE IN A MANNER TO FLOW PREVENT ANY DIRTY DISCHARGE WATER FROM RETURNING TO THE STREAM CHANNEL. NO SILT—LADEN WATER SHALL BE PERMITTED TO DISCHARGE FROM THE BOTTOM OF LINE INSIDE OF STRAW THE SITE INTO CLEAN WATERS DOWNSTREAM. BALE RING W/PLASTIC STRAW BALES SAND BAGS 2. ALL BARE SOILS TO BE COVERED WITH COIR FABRIC — SEE SHEET 12 FOR SHEETING TO FORM POOL STRAW BALES DETAILS SPILLWAY GENERAL NOTES, PLASTIC SHEET FISH SHALL BE REMOVED FROM STREAM CHANNEL BY QUALIFIED BIOLOGIST PER HYDRAULIC PERMIT APPROVAL PRIOR TO DEWATERING CHANNEL LINING ALL EQUIPMENT SHALL AT ALL TIMES OPERATE "IN THE DRY AND SHALL NOT ENTER THE FLOWING STREAM CHANNEL. PUMP —� ALL SOILS EXPOSED AND UNWORKED FOR MORE THAN 7 DAYS DURING THE PERIOD DISCHARGE OF JUNE 1 — SEPT 30 SHALL BE COVERED AND/OR MULCHED. ALL SOILS EXPOSED AND UNWORKED FOR MORE THAN 2 DAYS DURING THE PERIOD OF OCT 1 — MAY 30 SHALL BE COVERED AND/OR MULCHED. ENGINEER SHALL REVIEW AND APPROVE ALL TESC MEASURES PRIOR TO BEGINNING PLASTIC HELD DOWN IN-CHANNEL WORK. W/SAND BAG AS REQ'D ENERGY DISSIPATOR DETAIL N. . . _ WORK AREA ALTERNATE SANDBAGS AND LAYER TO LAYER PUMP SUCTION INLET WITH COFFERDAM PLASTIC-WRAPPED 24"-30" LONG SCREEN PLACED IN MIN. 24" DEEP WELL POINT SANDBAGS, KEY INTO BED MIN 12" 6 MIL. EN 16"-20-20" WIDE STREAM BYPASS PUMP INTAKE 18" BYPASS PIPE 6"-e" DEEP N.T.S. r STREAMBED z z SANDBAG COFFERDAM DETAIL 4 1 9 NOT TO SCALE i AAv „ �rvo n DESIGNED BY: Watnh9 En_QIn Ma_ DRAWN BY: Likes Creek Fish Passage RMSCeprtMna Tesc and Misc Details 13 14 DATE: SHEET OF 3CALE VERIFICA7K)N 091Mrz075 2"X2" BY 14 GA. MARE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED.----- �T Wood Stake Stacked and Entranced 24 Diann. Corrugated or Reber Straw Bale Pipe w/ 1/4" Slots 3" Spacing � 2"X2" WOOD POST, STEEL FENCE z z _ Binding Wire or Twine --}y �( POST, OR EQUIVALENT. I M 1 ' N 4" 3 Min BACK FILL TRENCH WITH Min. __. Compact Soil toSOIL OR 34" " Prevent Piping �1 ' Gravel NATI WASHED GRAGEL '- 1.5 _ � — 1/2 Mesh Wire Screen .. — z�=~ -- ---'4 MINIMUM 4" X 4" TRENCH I Bales shall be placed in a single row with ends 3 \DEWATERING SUMP L tightly abutting one another. Each Bale shall be 4 14 SCALE: i 4 anchored by two wood stakes or rebar a JOINTS IN FILTER FABRIC SHALL BE SPLICED minimum of 1' into the ground. AT POSTS. USE STAPLES, MARE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POST. Straw Bale Barrier SCALE: 1 2 = 1 4 FILTER FABRIC FENCE 4 14 SCALE: 1 4=1—U Aw �� m, �o ceecavnox DESIGNED BY: at.d.W Waterfall Engineering Likes Creek Fish Passage °Rlwslde°oreslg Tesc Details 14 14 SCALE VERIFICATION DATE SHEET OF ATE: s �w.0 n