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Home My WebLink AboutJARPA - SHX Application - 2/6/2012 SOUTH • saimon RECEIVED Pho (360)412-0808 mom Fax (360)412-0809 cc MAR 0 5 2012 Email spsseg@spsseg.org Web www.spsseg.org 425 W. CEDAR ST, 6700 Martin Way East Suite 112 Olympia,Washington 98516 ENHANCEME • . • February 28,2012 Dept.of Community Development Mason County Planning P.O. Box 186 Shelton,WA 98584 Subject: JARPA Permit Application for the Midway Creek Fish Barrier Removal Project Dear Regulatory Staff, Please accept the enclosed application materials for the"Midway Creek Fish Barrier Removal Project". This project is a fish habitat enhancement project managed by the South Puget Sound Salmon Enhancement Group with funding from the Salmon Recovery Funding Board. This application packet is being sent to the appropriate agencies for review and approval of the applicable federal, state,and local permits. The primary goal of this project is to restore fish passage to Midway Creek,a tributary to Goldsborough Creek, for the first time in several decades. Due to the importance of the working railroad which the culvert flows under the project must happen in a timely manner this coming season.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,most notably the connected aquatic corridor and restored fish passage. 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. I 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,600 Capital Way North,Olympia, WA 98501 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 Midway Creek Fish Passage Project Vicinity May a - r .� Hartstene Ja. 3 t � Lakeba) ela ""Ad 4.ham Point ton M moo Nanstene Island Dayton } - ��@ 5� Shelton Agate Longbrancl Nov*" Squaxin JAWIsland 3 t.. Project Site squsxin D� Island Peale Pc passage \0- Pickefing Dona" 2� Pas'age,-Pc�ssmge °, (O 4a Boston Harbor Her�detwn Puget Ka "rkhe "°� E!d InletNlsquaily Inlet �, :• +� Beachcr W state Outer£ \ North Olympia r� �. Stirnson `~ - 108) State R Summit o Sit .. a 101 /fT;h mo p o Place s McCleary..: —'' ofP� Loke i� 11 _ rY L'aNey OI m is r w St c Sine Im Y;, P v Nicks LO'9 bIng a Lake Cake ®26110 Navt 0 2011 !Microsoft ------------------------------------- • i AGENCY USE ONLY 2010 O "�" Date received: WASHINGTON STATE US Army Corps ; of Engineers Seattle Distncl Joint Aquatic Resources Permit ; Agency reference#: Application (JARPA) Form Tax Parcel#(s): USE BLACK OR BLUE INK TO ENTER ANSWERS IN WHITE SPACES BELOW. i i '-------------------------------------' Part 1—Project Identification 1. Project Name (A name for your project that you create. Examples: Smith's Dock or Seabrook Lane Development) hel 2 Midway Creek Fish Barrier Removal Project Part 2—Applicant The person or organization responsible for the project. h( eM 2a. Name (Last, First, Middle) and Organization (if applicable) Combs, Brian: South Puget Sound Salmon Enhancement Group 2b. Mailing Address (Street or PO Box) 6700 Martin Way East, Suite 112 2c. City, State, Zip Olympia, WA 98516 2d. Phone(1) 2e. Phone(2) 2f. Fax 2 . E-mail ( 360) 412-0808 (360) 951-4661 (360) 412-0809 brianc@spsseg.org X104 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.) h( em 3a. Name (Last, First, Middle) and Organization (if applicable) N/A 3b. Mailing Address (Street or PO Box) Additional forms may q be required for the followingpermits: • 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 hftp://www.dnr.wa.gov/Publications/aqr_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. zTo access an online JARPA form with[help]screens,go to http://www.epermitting.wa.gov/site/alias resourcecenter/jarpa_jarpa_form/9984/jarpa_form.aspx. For other help,contact the Governor's Office of Regulatory Assistance at 1-800-917-0043 or help@ora.wa.gov. JARPA 2010 v1 3/30/2010 Page 1 of 13 3c. City, State, Zip 3d. Phone(1) 3e. Phone(2) 3f. Fax 3 . E-mail Part 4—Property Owner(s) Contact information for people or organizations owning the property(ies) where the project will occur. heI ❑ Same as applicant. (Skip to Part 5.) I ❑ 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. i 4a. Name (Last, First, Middle)and Organization (if applicable) Simpson Lumber, LLC ATTN: Jerry Enslow 4b. Mailing Address (street or PO Box) 100 N. Front St., 4c. City, State, Zip Shelton, WA 98584-0460 4d. Phone(1) 4e. Phone(2) 4f. Fax 4 . E-mail (360) 490-1216 ( ) JenslmN(�.i simpson.com Part 5—Project Location(s) Identifying information about the property or properties where the project will occur. hel ❑ 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.) hell ❑ 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.) [hel No Physical Address 5c. City, State, Zip(If the project is not in a city or town, provide the name of the nearest city or town.) [held Shelton, WA 5d. County h[ eM JARPA 2010 v1 3/30/2010 Page 2 of 13 Mason 5e. Provide the section, township, and range for the project location. hf elpl 1/4 Section Section Township Range SE 15 20N 4W 5f. Provide the latitude and longitude of the project location. heI • Example:47.03922 N lat./-122.89142 W long. (NAD 83) 47.21753N lat -123.16729 W long 5g. List the tax parcel number(s) for the project location. [hpipl • The local county assessor's office can provide this information. 420154000000 420150000000 5h. Contact information for all adjoining property owners. (If you need more space, use JARPA Attachment C.) hf elpl Name Mailing Address Tax Parcel # (if known) See Attachment additional landowners 5i. List all wetlands on or adjacent to the project location. h[ elp] Wetland A 5j. List all waterbodies (other than wetlands) on or adjacent to the project location. hel Midway Creek and Goldsborough Creek 5k. Is any part of the project area within a 100-year flood plain? h( elpl ® Yes ❑ No ❑ Don't know 51. Briefly describe the vegetation and habitat conditions on the property. hf elpl The site is within the stream channel and floodplain of Midway Creek and is adjacent to Goldsborough Creek. The majority of the work is within the Simpson rail road Right of Way. The railroad and creek are surrounded by a mixed alder-coniferous riparian forest. 5m. Describe how the property is currently used. [help] JARPA 2010 v1 3/30/2010 Page 3 of 13 The property is a private, commercial railroad right of way and is used regularly to transport lumber and mill products. 5n. Describe how the adjacent properties are currently used. nei Property adjacent to the project site is used for commercial timber harvest. 5o. Describe the structures (above and below ground) on the property, including their purpose(s). [held There are no structures on the site except the railroad and the stream culvert. 5p. Provide driving directions from the closest highway to the project location, and attach a map. hf elpl From Olympia, WA, drive north on Highway 101 to Shelton, WA; exit at the "City Center and Shelton Matlock" exit; turn left onto Shelton Matlock Rd. and proceed west about 3.3 miles; turn right on to Carman Rd. N; proceed across RR tracks and to gate at end of road (about % mi.); to get to the site walk downstream along the tracks for 0.7 mile. Part 6—Project Description 6a. Summarize the overall project. You can provide more detail in 6d. h[ eV This project will restore anadromous fish passage to Midway Creek, a tributary to Goldsborough Creek, by replacing two side-by-side fish barrier culverts with a single fish passable culvert and associated roughened channel. The tributary was previously un-named and was given the name Midway Creek by the Project Sponsor for the sake of convenience. The project is located at the confluence of Midway Creek and Goldsborough Creek. The work will be concentrated at the culvert area and upstream approximately 50 feet. The existing culverts are perched approximately eight feet above the adjacent Goldsborough Creek and are full fish barriers. Since these culverts are at the mouth of Midway creek, this project will open spawning and rearing habitat within Midway Creek that has not been accessible to any migratory or anadromous fish for several decades. It is expected the re-connected creek will provide refuge and rearing habitat for juvenile salmonids and, potentially, additional spawning area. The project will also restore the aquatic corridor between Goldsborough creek and the wetlands of Midway Creek. JARPA 2010 v1 3/30/2010 Page 4 of 13 6b. Indicate the project category. (Check all that apply) hel ❑ Commercial ❑ Residential ❑ Institutional ❑ Transportation ❑ Recreational ❑ Maintenance ® Environmental Enhancement 6c. Indicate the major elements of your project. (Check all that apply) [help] ❑ Aquaculture ® Culvert ❑ Float ❑ Road ❑ Bank Stabilization ❑ Dam /Weir ❑ Geotechnical Survey ❑ Scientific ❑ Boat House ❑ Dike / Levee / Jetty ❑ Land Clearing Measurement Device Marina / MoorageEl Stairs Boat Launch ❑ Ditch El Marina ❑ Boat Lift El Dock/ Pier El Mining ❑ Stormwater facility ❑ Bridge ❑ Dredging ❑ Outfall Structure ❑ Swimming Pool Pilin ❑ Utility Line ❑ Bulkhead El Fence ❑ g ❑ Buoy ❑ Ferry Terminal ❑ Retaining Wall ❑ Channel Modification ❑ Fishway (upland) ❑ Other: 6d. Describe how you plan to construct each project element checked in 6c. Include specific construction methods and equipment to be used. [help] • Identify where each element will occur in relation to the nearest waterbody. • Indicate which activities are within the 100-year flood plain. The existing culverts will be removed and replaced with a single, 9' wide culvert. A roughened channel will be constructed within the new culvert and on the upstream side. All work will be accomplished with 1-2 excavators and associated machines (dump trucks, bobcat). 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: July 15, 2012 End date: September 30, 2013 ❑ See JARPA Attachment D 6f. Describe the purpose of the project and why you want or need to perform it. hel JARPA 2010 v1 3/30/2010 Page 5 of 13 The purpose of the project is habitat restoration and salmon recovery. This project is funded by the Salmon Recovery Funding Board and an EPA grant. It has been ranked and approved by the WRIA 14 Lead Entity and Technical Action Group for salmon recovery. This project will restore fish access to historically accessible fish habitat in the Goldsborough Creek basin and provide a corridor between wetlands, streams and upland habitat. 6g. Fair market value of the project, including materials, labor, machine rentals, etc. hel $300,000 6h. Will any portion of the project receive federal funding? hel • If yes, list each agency providing funds. ® Yes ❑ No ❑ Don't know E.P.A. Salmon Recovery Funding Board 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. hel ❑ Not applicable The project tasks are to occur on a localized site scale only and the project footprint has been minimized to reduce aquatic impacts. Only localized impacts to the artificially ponded wetland will occur. The project is designed to benefit the beaver ponds and riverine wetlands of the creek by restoring fish passage and aquatic corridors. 7b. Will the project impact wetlands? h[hel ❑ Yes ❑ No ® Don't know 7c. Will the project impact wetland buffers? heI ® Yes ❑ No ❑ Don't know 7d. Has a wetland delineation report been prepared? h(hel • If yes, submit the report, including data sheets,with the JARPA package. ❑ Yes ® No 7e. Have the wetlands been rated using the Western Washington or Eastern Washington Wetland Rating System? h( gM • If yes, submit the wetland rating forms and figures with the JARPA package. ❑ Yes ® No ❑ Don't know 7f. Have you prepared a mitigation plan to compensate for any adverse impacts to wetlands? tLeell JARPA 2010 v1 3/30/2010 Page 6 of 13 • If yes, submit the plan with the JARPA package and answer 7g. • If No,or Not applicable,explain below why a mitigation plan should not be required. ❑ Yes ❑ No ® Not applicable See 7a. above. Adverse impacts to the wetland at the project site will be temporary and small in scale. However, long-term positive benefits to the many wetlands in the stream systems will out weigh short-term impacts by restoring landscape processes and diversity (fish and wildlife passage). 7g. Summarize what the mitigation plan is meant to accomplish, and describe how a watershed approach was used to design the plan. h( eM N/A 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. hei 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 category2 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. 2 Ecology wetland category based on current Western Washington or Eastern Washington Wetland Rating System. Provide the wetland rating forms with the JARPA package. 3Indicate 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: 7i. For all filling activities identified in 7h., describe the source and nature of the fill material, the amount in cubic yards that will be used, and how and where it will be placed into the wetland. hel 7j. For all excavating activities identified in 7h., describe the excavation method, type and amount of material in cubic yards you will remove, and where the material will be disposed. [help] JARPA 2010 v1 3/30/2010 Page 7 of 13 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.) hf 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 project is designed to avoid and minimize adverse impacts to the aquatic environment. [help] ❑ Not applicable The impacts to Midway and Goldsborough Creeks 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. 81b. Will your project impact a waterbody or the area around a waterbody? [help] ® Yes ❑ No 8c. Have you prepared a mitigation plan to compensate for the project's adverse impacts to non-wetland waterbodies? [help] • If yes, submit the plan with the JARPA package and answer 8d. • If No, or Not applicable,explain below why a mitigation plan should not be required. ❑ Yes ❑ No ® Not applicable See above project descriptions. The project will result in restoration, not impacts requiring mitigation. 8d. Summarize what the mitigation plan is meant to accomplish. Describe how a watershed approach was used to design the plan. JARPA 2010 v1 3/30/2010 Page 8 of 13 • If you already completed 7g.,you do not need to restate your answer here. hel 8e. Summarize impact(s) to each waterbody in the table below. hf em Activity (clear, Waterbody Impact Duration Amount of material Area (sq. ft. or dredge, fill, pile name' location of impact3 to be placed in or linear ft.) of drive, etc.) removed from waterbody waterbody directly affected 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. 2Indicate 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"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. heI 8g. For all excavating or dredging activities identified in 8e., describe the method for excavating or dredging, type and amount of material you will remove, and where the material will be disposed. [help] 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. JARPA 2010 v1 3/30/2010 Page 9 of 13 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 Squaxin Island Tribe John Konovsky (360) 432-3804 February 1, 2012 Salmon Recovery Kay Caromile (360) 902-2953 January 25, 2012 Funding Board 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? Mlp) • If yes, list the parameter(s) below. • If you don't know, use Washington Department of Ecology's Water Quality Assessment tools at: httr)://www.ecy.wa.gov/programs/Wq/303d/. ® Yes ❑ No Goldsborough Creek: Fecal Coliform Temperature Ammonia PH In stream flow 9c. What U.S. Geological Survey Hydrological Unit Code (HUC) is the project in? hf M • Go to httr):Hcfpub.epa.gov/surf/locate/index.cfm to help identify the HUC. 17110019 9d. What Water Resource Inventory Area Number (WRIA#) is the project in? hf eV • Go to http://www.ecy.wa.gov/services/pis/maps/wria/wria.htm to find the WRIA#. WRIA 14 9e. Will the in-water construction work comply with the State of Washington water quality standards for turbidity? be1d • Go to http://www.ecy.wa.gov/programs/wq/swgs/criteria.html for the standards. ® Yes ❑ No ❑ Not applicable 9f. If the project is within the jurisdiction of the Shoreline Management Act, what is the local shoreline environment designation? hel • If you don't know, contact the local planning department. • For more information, go to: http://www.ecy.wa.gov/programs/sea/sma/laws rules/173-26/211 desig nations.html. ® Rural ❑ Urban ❑ Natural ❑ Aquatic ❑ Conservancy ❑ Other 9g. What is the Washington Department of Natural Resources Water Type? hf eid • Go to http://www dnr wa gov/BusinessPermitsfTopics/ForestPracticesApplications/Pages/fp watertyping aspx for the Forest Practices Water Typing System. JARPA 2010 v1 3/30/2010 Page 10 of 13 ® Shoreline ® Fish ❑ Non-Fish Perennial ❑ Non-Fish Seasonal 9h. Will this project be designed to meet the Washington Department of Ecology's most current stormwater manual? hel • If no, provide the name of the manual your project is designed to meet. ® Yes ❑ No Name of manual: 9i. If you know what the property was used for in the past, describe below. hel Same as current. 9j. Has a cultural resource (archaeological) survey been performed on the project area? [teipi • 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. hf eM Steelhead Trout 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. hf eM Unknown JARPA 2010 v1 3/30/2010 Page 11 of 13 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 help(a)ora.wa.gov. • For a list of agency addresses to send your application, click on the "where to send your completed JARPK at http://www.epermitting.wa.gov. 10a. Compliance with the State Environmental Policy Act (SEPA). (Check all that apply.) hf elpl • 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 (lead agency). The expected decision date is ® I am applying for a Fish Habitat Enhancement Exemption. (Check the box below in 10b.) fhelpi ❑ This project is exempt (choose type of exemption below). ❑ Categorical Exemption. Under what section of the SEPA administrative code (WAC) is it exempt? ❑ Other: ❑ SEPA is pre-empted by federal law. 10b. Indicate the permits you are applying for. (Check all that apply.) [help] LOCAL GOVERNMENT 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: ❑ Hydraulic Project Approval (HPA) ® Fish Habitat Enhancement Exemption 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) JARPA 2010 v1 3/30/2010 Page 12 of 13 Part 11—Authorizing Signatures Signatures are required before submitting the JARPA package. The JARPA package includes the JARPA form, project plans, photos, etc. [hel 11a. Applicant Signature (required) hel I certify that to the best of my knowledge and belief, the information provided in this application is true, complete, and accurate. I also certify that I have the authority to carry out the proposed activities, and I agree to start work only after I have received all necessary permits. I hereby authorize the agent named in Part 3 of this application to act on my behalf in matters related to this application. (initial) By initialing here, I state that I have the authority to grant access to the property. I also give my consent to the permitting agencies entering the property where the project is located to inspect the project site or any work related to the project. (initial) Applicant Printed Name Applicant Signature Date 11 b. Authorized Agent Signature hf eV I certify that to the best of my knowledge and belief, the information provided in this application is true, complete, and accurate. I also certify that I have the authority to carry out the proposed activities and I agree to start work only after all necessary permits have been issued. Authorized Agent Printed Name Authorized Agent Signature Date 11c. Property Owner Signature (if not applicant). hf elgl Not required if project is on existing rights-of-way or easements. I consent to the permitting agencies entering the property where the project is located to inspect the project site or any work. These inspections shall occur at reasonable times and, if practical, with prior notice to the landowner. Property Owner Printed Name Property Owner Signature Date 18 U.S.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 2010 v1 3/30/2010 Page 13 of 13 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 cant'out the proposed activities and I agree to start work only after all necessary permits have been issued. Authorized Agent Printed Name Authorized Agent Signature Date 11c. Property Owner Signature (if not applicant). hel 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. �J Property Owner PrintedT4ame Pfo—pertV Owner Sign ure 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 2010 v1 3/30/2010 Page 14 of 14 i ---------------------------------------, AGENCY USE ONLY 2010 US Army Corps , WASHINGTON STATE Sof etteDsnds Date received: ' Joint Aquatic Resources Permit Application (JARPA) Form hf em Agency reference#: Tax Parcel#(s): JARPA Attachment A: ' ---- For additional property owner(s) hf eM TO BE COMPLETED BY APPLICANT[helPI Project Name: -------- 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 black or blue ink to enter answers in whites aces below. 4a. Name (Last, First, Middle)and Organization (if applicable) Beach, Eric— Green Diamond Resource Company 4b. Mailing Address(Street or PO Box) PO Box 9001 4c. City, State, Zip Shelton WA 98584 4d. Phone(1) 4e. Phone(2) 4f. Fax 4g. E-mail ( 360)427-4790 ( 360)490-6272 (360)427-4709 ebeach@greendiamond.com Address or tax parcel number of property you own: 42015-00-00000 Signature of Property Owner Eric Beach L�L .4- 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 Page 1 of 1 Page 1 of 1 Grace Miller- FW: Midway Creek Revised Design Drawings From: "Rogers, Gloria S (DFW)" <G1oria.Rogers@dfw.wa.gov> To: Grace Miller<Gbm@co.mason.wa.us> Date: 4/17/2012 9:00 AM Subject: FW: Midway Creek Revised Design Drawings CC: Brian Combs<brianc@spsseg.org> Attachments: Midway Creek Barrier Removal 90%Design 041612.pdf Here you go. Hot off the presses. From: Brian Combs [mailto:brianc@spsseg.org] Sent: Tuesday, April 17, 2012 8:35 AM To: Enslow, Jerry; Enslow, Tony; Rogers, Gloria S (DFW); Habel, Darren NWS; Baird, Maryann NWS; Beach, Eric; Nauer, Donald C (DFW); John Konovsky Subject: Midway Creek Revised Design Drawings Agencies and Stakeholders, Attached are the revised 90%plans for the Midway Creek project. Per the WDFW recommendations, the culvert design now utilizes a 9 foot wide fish-way as opposed to the previously proposed roughened channel design. This design has also eliminated the need to do upstream channel work associated with placing rock weirs, which will reduce the overall scope of in-stream disturbances. Sincerely, Brian Brian Combs Restoration Biologist South Puget Sound Salmon Enhancement Group 6700 Martin Way East, Suite 112 Olympia, WA 98516 360-412-0808; brianc@spsseg.org FAX 360-412-0809 CELL 360-951-4661 file://C:\Documents and Settings\gbm\Local Settings\Temp\XPgrpwise\4F8D311BMa.son... 4/17/2012 CONSTRUCTION DOCUMENT FOR: MIDWAY CREEK FISH BARRIER REMOVAL PROJECT NUMBER 10-1776 _ DRAWING INDEX: 1. Cover Sheet 2. Legened and Notes 3. Site Plan — Existing Midway Creek 4. Construction Access Plan Staging Area-Carman Rd N. -:;. 5. Construction and Dewatering Plan Simpson Timber Railroad PROJECT LOCATION `k.. g• Site Plan — Proposed — 7. Profiles 8. Sections � - 9. Sections 10. Details 11. Culvert Details l ` W. Shelton Matlock Rd 21 23 VICINITY MAP STREAM NAME-MIDWAY CREEK PARCELS 410154MOOO(I S.E.1/4 SECTION 15 TOWNSHIP 20 NORTH,RANGE 4 WEST, MASON COUNTY SHELTON,WASHINGTON. �� nE901ED BYt � «er wn oea wArers4ueHox4EroHo.uc Midway Creek Fish Barrier Removal ��° �� T° "�°"^P""G COVER SHEET 1 11 »1rw Wen] SHEET OF f SHEET SYMBOLS LINETYPES ABBREVIATIONS DETAIL DESIGNATION APPROX. RIGHT OF WAY — — — — — - INCHES �I - FEET MISC - MISCELLANEOUS (7r7 WATER MAIN » 'r-- APPROX. _ APPROXIMATELY MPH - MILES PER HOUR SHEET CALLED FROM—,LLr sHEET SHOWN ON B&B BALLED AND BURLAPPED O.C. - ON CENTER FENCE —X x X— BW - BOTH WAYS O.D. - OUTSIDE DIAMETER BENCH HIGH DETAIL CALLOUT cBM - CENTERLINE PKW - PAR DINARY ER-KALON WATER SECTION DESIGNATION GAS LINE OAs CAL. - CALIPER R.O.W. - RIGHT OF WAY A CFS - CUBIC FEET PER SECOND REQ'D - REQUIRED STORM DRAIN — •—•—•— CLR - CLEARANCE SEC - SECTION SHEET CALLED FROM SHEET SHOWN ON CMP - CORRUGATED METAL PIPE SF. - SQUARE FEET cow. - CONCRETE SHT. - SHEET SECTION CALLOUT SAN SEWER e e DIA - DIAMETER SPECS. - PROJECT SPECIFICATIONS ELEV. - ELEVATION STA - STATION PROFILE DESIGNATION EQ. - EQUAL SS - STAINLESS STEEL OVERHEAD POWER o/P FTG - FOOTING TEMP. - TEMP13RARY t I HDPE - HIGH DENSITY TYP. - TYPICAL SHEET CALLED FROM SHEET SHOWN ON OVERHEAD TELEPHONE op POLYETHYLENE W.S. - WATER SURFACE PROFILE CALLOUT HT. - HEIGHT WSDOT - WASHINGTON STATE ORDINARY HIGH WATER omw GAL. - GALLON DEPARTMENT OF I.D. - INSIDE DIAMETER TRANSPORTATION UNDERGROUND TELEPHONE U/I I.E. - INVERT ELEVATIOI WSEL - WATER SURFACE ELEVATION POUNDS LWD - LARGE WOODY DEBRIS References t0 Left and Right O9 UNDERGROUND POWER U/P MAX - MAXIMUM Viewed Downstream MFG - MANUFACTURER'S TRACKS MHW _ MEAN HIGH WATER MHHW MEAN HIGHER HIGH WATER EXISTING THALWEG —-—-—-—-—-—-—-—-— MI SC, - MISCELLANEOUS Survey Notes; LEGEND Vertical Datum Assumed BMt 100.0 Excavation ill/Material Amounts (Calculated From Drawings) EA7S7WG CALLOUT = Horizontal Datum Assumed: X 4000 Excavation: NEW CALLOUT CONCRETE Magnetic North Orientation Railroad Ballast: 64 yds Y = 6000, Ma 9 Culvert: 46 yds Fill Excavation: 1000 yds SURVEY POINT Spoils Bench Mark Coordinates (Spoil 500 yds on Site) EXISTING TREES TO REMAIN No, Eoetin NorthingElevation Remaining 500 yds Use as Select Backfill ROCK/GRAVEL BM1 4000.00 6000.00 100.00 Fill Materials: �1 PROJECT BENCH MARK -11 DIG UNDISTURBED GRADE BM2 3948.96 6151.34 92.28 Pipe Zone Bedding 105 yds BM3 3958.13 5974.97 81.00 Grovel Borrow (Import) 170 yds B-1 $ BORING LOCATIONS BM4 3968.49 5968.68 82.29 Ballast (Track) 64 yds + `, + WETLAND DELINEATION BM5 3867.86 3867.86 93.03 Heavy Loose Riprop 70 yds C)� SANDBAGS DEMO 1 BM1: Steel Pin E of Track N of Culverts O NOTE CALLOUT BM2; Steel Pin RB Creek 100' US Culverts 2+00 STATION CALLOUT Project Benchmark BM3: Nail in Streambed 21' DS Culverts �� to be RamovW BM4: Reber with Red Cop LB PHOTO CALLOUT Grea <1) ten Than 6' Diameter Goldsborough Creek 27' DS Culverts BM5: Reber with Red Cap 177' NW of �= RIPRAP AND CONC SPOILS ® Tree to Remain Culvert Along Track and 33' NE 1 oe.oe,ox wATM�Et40MR1040.LC o�o %"W I Midway Creek Fish Barrier Removal 9°�yac �� n LEDGEND AND NOTES 2 11 Q SHEET OF a�u�s woo. n c 46 ® f + e' POe1T LEOM VA ® � o \1(\'4% 16 Approx. Property Linn 'p' {� 4 r e ldwoy Creek Flouting into Gddsborough Creek Waters Edge Midway Creek 7.5'Drop at Culvert tlet Outline Proposed Culvert Midway Crook Upstream End Plugged 4' Diameter Culverts 1,4'dJb �mp�and rcp) Culverts \ \ Simpson 'WiNter Corporation Rail L' a Above i Culvert .t Notes: Green Diamond Resource Company �� c. RR Track is 4'-111/4" M3 SpacingRR Ties are 8'Lang Track Height 5 1/2'Above RR RR Tie Spacing 2'6"Average EXISTING SITE LAN ,, 0 30 —= Pipeline( E: ® — Creek SCALE Simpson Lumber Company LLC Culverts way Dow treaetl Habitat From Plugged P Y Culverts Downstream DEnEWD BM l aeu.hmx WATERFAIJ.ErJGNVEERING.LLC lirr Midway Creek Fish Barrier Removal �o°\y\�O D,:M DRAFTING Existing Site Plan 3 11 ATEr SHEET OF arena mm oil , Carman Rd Access and Staging Area. See Sheet 5 R +R ; r Proposed Access Road lv 3100' Long, 12' Wide Midwoy Creek 4 r" i i"0- a Proposed Truck Turnarounds Culvert Location Goldsborough Creek .. 5 - E DESONED Or. jI WATERFALL ENQLNEERINO.LLC MidwayCreek Fish Barrier Removal C°c`- DD.,�SIONSDRAF WG construe onAa300ccess Pldn e5 DATE: stele�"■soo 4 11 Q 41d11 SHEET OF t Construction Sequence: / ' l 1. Place and Grade Ballast Rock on Track �. 4 Rail Track from Carman Road to the Project Site will I Sandbag Cofferdam be covered with Ballast to the Top of the Rails by 1 i _ Top Elev. 90.5 5 f Simpson Timber, LLC (Simpson), and 50 cubic yards of ballast will be side dumped at 3 locations, two "i0 \ turn around sites and one at the project site. ma ; - � ` 2. Access Site and Prepare Site Contractor Will cut new access spur road at the Carman Road Staging Area down to the Tracks, and then access site with excavators only to: grade turn O Staging Area: Approx. 3000 orounds, clear and grub work site, Install Cofferdam, \� sq it Remove 11 Aldera Trees �-� �� 18` ADS Surface Wells and Bypass Pipe. From the Site /1• Water Bypass \ j Slope from 88.5 to 88.0. route 3. Remove Rail and Ties through existing Contractor will remove Rails and Ties, stockpile south Spoils;Location culvert and fill \° of line for inspection. Track is now Closed. Maximum Closure time is 14 working days (dates to be ® I provided). Remove 132' of RR Track I�.. Dewatering Sump (4 - 33' Sections of Track) '.`\ & '�'b' "l' Pump Clean Water 4. Install Culvert 53 RR Ties to Bypass Pipe (See Sheet 10). Contractor will Remove fill and spoil on site, place a additional ballast material on access road/trock as Roos o ! needed, install crushed surfacing, culvert, riprop and rs; j backfill, Final Grade will be ballast to the bottom of 10' Wide Temporary the ties as provided by Engineer. Construction Access ® i Carman Rd Access Construction Rood. \ 0 5. Install Removed Track aaALE1!"1 Contractor will install ties and rails as directed by Engineer and request Simpson to inspect Track. —t_ Track is now open. Green Diamond Resources Corm" Rd N�- 10' Wide RR/Access - \ ® � 6. Restore Site and Demob 'Rd fa be Developed by \ Restore site, prepare spoil piles for planting. JJ Construction Water Simpson amber Demobilize Excavators from site. Remove 2" of Ballast Got* 1 Pence .� e� With Sediment From Center of Track During Demobilization, 8y, 0 ". LLC 120' Long, 10R 5/ape S;mPson Access Gmde to be curl F ca Th/aipA ExfdGlp Bank Creek _ Approx, Exe, CO Yds 'Coldsb orou9h a.._/ Sondkg Cal am Top Elev. 82.0 - 2 Green Diamond Resources~ 11' 5 1 SITE PLAN Elevations for Subgrode Excavation and Spoil Piles SCALE 1 oeew•rgr, WATEWF ENOINEERHO.LLC o�o DRON ay Construction StagingfF�ccavatlon Midway Creek Fish Barrier Removal �°5�°�° D*N SMSDRAFnNO 5 11 OQ, DATE: Dewatering Plan u,en] SHEET OF Soon Piles and Planting • now1. Contractor: Spoil Piles sholl be sloped to drain \ r away from creek, seeded and mulched, Toe of Spoil pfles near Creek Shall be isolated by placing a Straw Hay Bole Barrier, . . • 2. SPSSEG: Plant trees and shrubs•, red alder, \ •. solmonberry and cedar r-0 + \ em t y+ + r 99i ++ fb. 0 BM \ Existing LWD Da Not Disturb `rgs'aps + + 8 j + t +-Planting Area E a:ldJm+t , \ + Cobble and Gravel Fill Along Channel To Stobilize%6 structfon Staging and c� Spoil Area. ve + Straw Haybale Erosion 3 \ \ \ Piletrol DrainageaFrom Gawk 6 1 llI 1G5' CSP, Length 77'. 6.5%Slops with \ \ Fishway Weirs Spaced T on Center, 0.56' + + � Drop per weir \ B + - Spoils 200 Cubic Yards \ -3.5' Average Depth prop as and Slope \ Protection, 2.5' Thickness \ \ P,ROPOSED SITE PLAN ��•� SCALE "�`tlO1 DESIGNIM 911 I oeee«rron WATERFALL ENaee'EEReei.LLa Midway Creek Fish Barrier Removal �Z AKI °" e�NG Proposed Site Plan s Oe D. r u,N,f S�I=cr OF 08" CSP, Length 77' Slope &5% Railroad _ too B Design _._ _ -- se _ w High FIOW Desi - �WS 82.5 - _. _ _. _ _ -- -- -- -- Low Flo _ - - n _ _ _ oe High D eslgn Flo 17 s 's _-- - 14 - Low Design Flow 1- Ppocladl - o.zo aio o.eo +oo ,.» HM t 90 U/S Invert D/S Invert g' Thickness Gravel Bockfill Elev. 84.5 Elev. 78,0 For Pipe Zone Bedding Profile 9' Medium Flow 7 efs High Flow 17 cfs arli inn 108* CSP, Length 77' an ope Low Flow 1.5 cfe GA N Fishway Weir Details SUM' - -- - ==------ ------------ ---- ---- --- --- _--- -- if FIA '� Example Photo of An Fishway Inside 98' CSP. School Yard _ Creek 1999. WDFW .1 Photo. -- 0+80 1+00 1+20 1+40 1+60 Profile scN[Td DESIGNED Br, I hN wrz xr imp xacW�on WATERFALLENOINEERING.LLC 0\0 DRAfMI e Midway Creek Fish Barrier Removal 0j°5,�c DIMENSIONS DRAFTING PROFILES 7 11 O0 OA,Et S'+—T OF 4SCALE VENFIrATION row. r 100 98 \\ - - Exf.8079 Grade-- - 96 94 � 92 Fine Sediment __---- 90 88 _ _ _ MaTeriol 86 84 - - -- -- 20 0 20 ' �`bM 40 60 80 100 A J I UIV 3 8 SCILE� 103 _ 101 99 97 Existing Grade - 95 \ r 15' Setback t Toe of II lie Spa_Pile 93 New WS - 74 91 �� _ ^+ + + + + + + + + + + + 89 + + + + + + + + + + + + + + + 87 - - - - - - -- - 85 83 42' ess tRrock/Wruel FAI as 81 uIr Y eer 79 77 20 0 VtMNT20 40 60 AL,1 - -fie-DESIGNED 9)S W WATERFALL EN1NE aERWO.LLC O1a DRAMA Or Midway Creek Fish Barrier Removal (p�� 01, NMO�SDRAFMG SECTIONS 8 11 OP! DATE2 SHEET OF �I1fl 102 Existing ROARood Grade US RR Track Joint US RR Track Joint US RR Track Joint US RR Track Jost 98 lnt _ DS RR Track JoInY 9B (N Seen in This Vew) (Not Seen in T s Vlep R Track JoI t 94 - k (Not Seen in 1 iew --� 92 4'Diom u/verts i -- 90 88 86 4'Dxrm RCP Imported Fill for ro a 18' AD -ftter Bypass ipe. Route sand and Grave B4 ter Area Updrearn Before1 Compact to 90% _ 82 Excovotl . Before Cul eras are removid pump in 12 lifts. 80 3 Wile anTower - 78 by Engtrleer. 76 74 Gro BackAl For Pi (Solt/Broko It Bedrock Con etlnq of 72 Zone Beddin ay a o .e . 70 40 20 0 20 40 60 5D9 90A 1-10 IfIn QA an 1 � AR RA an 78 74 20 0 20 40 � 5 9 scMn 11 td— ^�� oEslot�a 9r. I xW�M WATERFALL ENOINEERNa.LLC Midway Creek Fish Barrier Removal o\5,a� DRAII MANSIONS DMFTING SECTIONS 9 11 OQJ OATEi S4EFT aF 1' Wood Stria Stocked and Entrenced 24"-30' LONG or Rebm Straw Bale 18"e ADS 6 MIL. VISOUEEN DEWATERINC Binding Wire or Twine PIPE � i6"-20' WIDE 6'-8" 4• DEEP Mil. Compact Soil to Prevent Pttrn i �I STREAMBED -yam 01 r Boles shall be placed in a single row with ends s21 SA .DRAG COFFER DAM tightly abutting one another. Each Bole shall be anchored by two wood stokes or rebar a minimum of 1'Into the ground. 24'Diam, Corrugated Pipe �Stra Bale Barrier W/1/4' Slots O 3" Spacing 81 I Gravel 3 Min 1/2" Mesh W.re Screen II 1 DEWATERING SUMP 4-11 1/4" O I Rail Ties(TBD) _N RAIL TRACK DETAIL 18" Depth Crushed Rock Ballast DEMO 6Y; ra WATERFALLWATERFALL ENOWEE�.1.0 Midway Creek Fish Barrier Removal �°a�-R »� �"""B" Ore DA7,,S DIMENSIONS DRAFTING Details 10 11 �� SHEET OF 77' 30' 30' 17' 6' 'aI "v 5' Pipe Joint'Detail r? (See Below 4' '� ri ' E65 I 7' I I 3 I 0.5 1/4" Steel Plate Weirs I j2' ishway weer (12 Total) 6 5d Fishwav Weir Detail Galvanized and Welded � �' to Culvert (12 Total) Culp er�LLayout and Detail 4.5' Radius (Verify) 4x4xl/4 Steel Angle Galvanized Welded to Flange Joint Connection (Typical) Upstream Side of Weir (Two Per Each Joint. 1/4' Steel Plate or Bent 4x4x1/4 (galvanized). Weld (Continuous Water Tight Seal)to end of pipe sections where they are to be pined. in M 11.2' 7?" 1/4" Steel Plate Gussets Weld to Top of Corrugations Upstream of Weir, Three per Weir Pipe Joint Detail (4 Required) Drill 5/8" Holes at 12" O.C. 3 Note: Line Up Pipe End Sections Before Drilling to Ensure Weirs are Aligned Correctly. Bolt together With 1/4' neoprene rubber sheet/strip and 1/2' Dio Culvert Specifications: Band,, Galvanized Bolts. 108' Dia Aluminized Type 2 Steel Universal with Sleeve Gasket Three Sections, 30', 30', 17' Joint Connector For Water Tight Seal (See Details) Corrugations, 10 Goge (0.138 Thickness) Corrugated Anti Seep Collars (2 Required) Weir Plates 1/4" Steel Galvanized Plates Weir Spacing 7' Continous Weld to Culvert Weir Plates, Gussets and All Attahcments Shall be Hot dipped Galvanized All Welds Shall be pointed with Galvanized Paint DESONED BY.' I WATERFALL ENGINEERING.LLC Midway Creek Fish Barrier Removal ��°\- DDMeNSIoNso�� CulvertFlshway 11 11 Qe DATE' DetalliB 4/11In2 SHEET OF R ,STArg G,o a r r. x 2 �yt 1889 any State of Washington Department of Fish and Wildlife 48 Devonshire Road, Montesano, Washington 98563-9618(360) 249-4628 FAX(360) 249-1229 April 16, 2012 Rebecca Hersha Mason County Department of Community Development PO BOX 279 Shelton, WA 98584 SUBJECT: Request to Use the Streamlined Fish Habitat Enhancement Process for"Midway Creek Fish Barrier Removal", located on a right bank tributary to Goldsborough Creek, locally known as Midway Creek, in WRIA 14.0035,Mason County. Control# 126314-01 South Puget Sound Salmon Enhancement Group(SPSSEG) Brian Combs 6700 Martin Way East, Suite 112 Olympia,WA 98516 Dear Ms. Hersha: The Washington Department of Fish and Wildlife (WDFW)received a Joint Aquatic Resource Permit Application(JARPA)request on March 12, 2012 for the streamlined processing of a fish habitat enhancement project permit approval. As required by the streamlined process your agency should have also received a copy of this JARPA and plans. On April 1 lth,we met on site with SPSSEG,their consultant and Simpson Timber Railroad to discuss the project design. It has been agreed to redesign the project to utilize a fishway design rather than the passage culvert design. The Hydraulic Project Approval (HPA)has been placed on hold pending the submittal of new plans. Because of this change and delay,we would appreciate your comments or concerns within fourteen days upon receipt of the updated plans. SPSSEG will be providing you the updated plans at the same time they provide them to us. �I I i April 16,2012 Rebecca Hersha Page 2 Please address any comments you may have regarding this project to for a.ro ers ,dfw.wa.gov or to the address listed above. Sincerely, /pg"'�5 Area Habitat Biologist Habitat Program Cc: Brian Combs, SPSSEG,Applicant(emailed) Stephan Kalinowski,Region 6 Habitat Program Manager (emailed) File(emailed) i I i i i i i i