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HomeMy WebLinkAboutSHX2010-00028 JARPA - SHX Permit / Conditions - 7/7/2010 0N_srgTF MASON COUNTY �P °'� DEPARTMENT OF COMMUNITY DEVELOPMENT M C � o A o �N Planning Division i o T Z P O Box 279, Shelton,WA 98584 �o Y o~ (360)427-9670 J � 1864 Exemption from Shoreline Management Act Case No.: SHX2010-00028 Substantial Development Permit Requirement The Proposal By: HAMMA HAMMA ESTUARY PROJECT PO BOX 250 LILLIWAUP,WA 98555-0250 To undertake the following development: Hamma Hamma River Restoration - Phase 1 to include stream channel restoration, fish passage restoration and marsh habitat restoration. Removal of sediment from side channels and removal of road within salt marsh has been reviewed under SEPA. Within Hamma Hamma River and/or its associated wetlands is exempt from the requirement of substantial development because the development is categorized under WAC 173-27-040(2) as being category -(�)- 41pu-61,c o.-,o e p f1 eel 15 de 5 jn d-/n Im-f YDvt Ai A and wu dl,,e hah� ov fish�4ssac�, Please contact Grace Miller at ext 360 if you have any questions. J Issued: 7/7/2010 '�� Expires: 7/7/2012 Authorized Local Government Official cc: APPLICANT WDFW USACOE WDOE TRIBAL COUNCIL ,Slv�tZ%i,, G�-�s 5HX2010 - 000a,-0) a' 2009 ; AGENCY USE ONLY WASHINGTON STATE US Army Corps Date received: of Engineers Seattle tAstnct , t Joint Aquatic Resources Permit Application (JARPA) For t RE Agency reference#: USE BLACK OR BLUE INK TO ENTER ANSWERS IN WHITE SPACES BELOW. i Tax Parcel#(s): Part 1—Project Identification 426 VJ. CEDAR ST Unique project information that makes it easy to identify. mvipj ---------------------------__-___-___- 1a. Unique Project Identifier Number (UPI #) n I • Don't have one yet?Get one at http://www.epermitting.wa.ciov or call the Washington Governor's Office of Regulatory Assistance at(800)917-0043. 634872-09-01 1 b. Project Name (Examples: Smith's Dock or Seabrook Lane Development) [help] Hamma Hamma River Bank Restoration Part 2—Applicant The person or organization legally responsible for the project. Lep] 2a. Name (Last, First, Middle) and Organization (if applicable) Hood Canal Salmon Enhancement Group 2b. Mailing Address (Street or PO Box) PO Box 2169 2c. City, State, Zip Belfair, WA 98528 2d. Phone(1) 2e. Phone(2) 2f. Fax 2g E-mail ( 360) 275-3575 (360) 275-0373 ( 360) 277-3187 neil@hcseg.org 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.) [Lek] 3a. Name (Last, First, Middle) and Organization (if applicable) Pat McCullough, PE — President ESA Inc. 3b. Mailing Address (Street or PO Box) 210 NE Cherokee Beach Road 3c. City, State, Zip Belfair, WA. 98528 3d. Phone(1) t(360) Phone(2) 3f. Fax 3 . E-mail (360) 275-7384 204-2356 (360) 277-3187 path@wavecable.com JARPA 2009 Page 1 of 18 Part 4—Property Owner(s) Contact information for people or organizations owning the property(ies) where the project will occur. Same as a ki❑ applicant.pp t (Skip to Part 5.) ❑ Repair or maintenance activities on existing rights-of-way or easements. (Skip to Part 5.) ❑ There are multiple property owners. Complete the section below and use JARPA Attachment A for each additional property owner. 4a. Name (Last, First, Middle) and Organization (if applicable) Robbins, David Hamma Hamma Company 4b. Mailing Address (street or PO Box) P.O. Box 250 4c. City, State, Zip Lilliwaup, WA 98555-0250 4d. Phone(1) 4e. Phone(2) 4f. Fax 4 . E-mail Part 5—Project Location(s) Identifying information about the property or properties where the project will occur. [hep] ❑ There are multiple properties or project locations (e.g., linear projects). Complete the section below and use JARPA Attachment B for each additional property. 5a. Street Address (Cannot be a PO Box. If there is no address, provide other location information in 5n.) [help] 200 N Eldon Lane 5b. City, State, Zip(If the project is not in a city or town, provide the name of the nearest city or town.) [help] Lilliwaup, WA 98555 5c. County Lhelp] Mason 5d. Provide the section, township, and range for the project location. [hero] '/4 Section Section Township Range NE 27 24 N 3 WEST 5e. Provide the latitude and longitude of the project location. [hip] • Example:47.03922 N lat. /-122,89142 W long 47032'38" N / -123002'29" W 5f. List the tax parcel number(s) for the project location. [hep] • The local county assessor's office can provide this information. 324271400000 5g. Indicate the type of ownership of the property. (Check all that apply.) [help] ❑ State Owned Aquatic Land ❑ Tribal X Private ❑ Other publicly owned (federal, state, county, city, special districts like schools, ports, etc.) JARPA 2009 Page 2 of 18 5h. Contact information for all adjoining property owners, lessees, etc. (If you need more space, use A,! RPA Attachment C.) [hPlpJ Name Mailing Address Tax Parcel # (if known) Si. Is any part of the project area within a 100-year flood plain? [nelg] X Yes ❑ No ❑ Don't know 5j. Briefly describe the vegetation and habitat conditions on the property. hei Upland salt marsh grasses and gravel river bed. 5k. Describe how the property is currently used. hel River and Salt Marsh 51. Describe how the adjacent properties are currently used. Ihelw Salt marsh and oyster cultivation. JARPA 2009 Page 3 of 18 5m. Describe the structures (above and below ground) on the property, including their purpose(s). t"i ] None 5n. Provide driving directions from the closest highway to the project location, and attach a map. [hejp] SR 101 one mile Northeast of the town of Lilliwaup. Part 6—Project Description 6a. Summarize the overall project. You can provide more detail in 6d. hei This is a pure habitat restoration project that does not serve as mitigation for any habitat impacts. The major elements of this project are twofold: 1 fish� p ) ) habitat restoration and 2) bank protection, and 3) the restoration of a 3 acres tidal marsh in the southeast corner of the Hamma Hamma estuary. 1. Fish Habitat Restoration. The lower Hamma Hamma River is presently channelized and tightly confined between dikes. In the project area the river contains no stable large wood and has minimal connection to its former floodplain. There is a high rate of preditation by seals on migrating salmon due to lack of cover for salmon in the lower mile of the river. In order to add cover for migrating salmon and outgoing salmon fry and to diversify the habitat of the river, it is proposed to add three to two large, engineered log jams, 3 habitat log jams, and 2 Y-Log Structures along the south shore of the river. The areas around the engineered log jams, and habitat jams will be excavated so as to create pools. i In order to complete the construction of the log jams and to prevent degradation of water quality during construction, the river will be temporarily diverted to the north into a 30 foot wide gravel channel excavated located in the existing river bed. The diversion channel will be filled in when the construction of the log jams has been completed. All work on the project will be completed "in the dry" while the tide is out. Each of the engineered log jams will consist of approximately 12 to15 — 30" to 42" conifer or cedar logs plus smaller "filler" pieces. The base of the log jams will be set at around elevation 0 MLLW and extend to elevation 8 MLLW or above. They will be mostly under water during the higher tides and river flow. The anchoring systems for the log jams will be a combination of pin piles driven into the river bed, galvanized chain or cable tie downs with buried anchor blocks or rocks, and rock rubble or gravel ballast placed on top of the logs buried in the south bank of the river. The anchoring systems will be able to resist flotation of the log jams as well as the force of the river during heavy flows. 2. Bank Protection To prevent erosion along the south shore, the proposed engineered log jams, habitat structures, habitat structures, and Y log structures will also serve to prevent further erosion along the river JARPA 2009 Page 4 of 18 bank. The log jams will be strategically placed along the south bank of the river to redirect the flow of water. It will be necessary to construct a small access roadway along the south bank of the river for construction access. The roadway will be built on geotextile fabric and in such a fashion so that it can be installed and removed after construction with minimum impart on the existing salt marsh. 3. Salt Marsh Restoration The tidal circulation in a 3 acre salt marsh in the southeast corner of Hamma Hamma Estuary has been impacted by filling and the construction of an access roadway. The existing roadway that was constructed over the salt marsh will used to construct the proposed improvements and then removed. An existing 36" CMP culvert will also be removed. Several of the distributary channels that have partially filled in due to lack of flow will be cleaned out. We will re-construct the distributary channels that are required to fully restore salt marsh circulation. 123009'00"W 12300700"W 123005'00"W 123003'00"W 123°O1'00"W 122°59'00"W WGSB4 122°56'00"W z + r � o - G t O O m '> t i n �o 0 to 1 j HAMMA HAMMA RIVER 0 Liili uA • o um•. t ` s CD `�++ I o UUnler o " o MaPCpeW4wthilpM@2007 Natlonal Geographic;'©2Q05Tele Atlas,Rel.B%r200 123109'00"W 123°07'00"W 123005'00" W 123003'00"W 123101'00"W 122059'00"W WGSB4 122056'00" W TN MN A 1 ATI ��A� I O V4 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 mks 17_ GEOGRAPHIC 0 1 2 3 4 % 5 km 04/01/09 VICINITY MAP JARPA2009 Page 5 of 18 �*'4 et Aerial Photo of Hamma Hamma River and Watershed —August 2002 7� .1 . A 9 South Bank Hamma Hamma River—August 2006 JARPA 2009 Page 6 of 18 1 e. South Bank of the Hamma Hamma River— March 2009 6b. Indicate the project category. (check all that apply.) Lhe�p] ❑ Commercial ❑ Residential ❑ Institutional ❑ Transportation ❑ Recreational ❑ Maintenance X Environmental Enhancement 6r Inrlirnte tha mn�in. r clemcnte of vn4ir nrnict,+ /�ti,,L, + o. ppiy.\ r .i_i — N je . 8 J ❑ Aquaculture ❑ Culvert ❑ Float ❑ Road X Bank Stabilization ❑ Dam /Weir ❑ Geotechnical Survey ❑ Scientific Measurement ❑ Boat House ❑ Dike / Levee / Jetty ❑ Land Clearing Device ❑ Boat Launch ❑ Ditch ❑ Marina / Moorage ❑ Stairs ❑ Boat Lift ❑ Dock / Pier ❑ Mining ❑ Stormwater facility ❑ Bridge ❑ Dredging ❑ Outfall Structure ❑ Swimming Pool ❑ Bulkhead ❑ Fence ❑ Piling ❑ Utility Line ❑ Buoy ❑ Ferry Terminal ❑ Retaining Wall (upland) X Channel Modification ❑ Fishway X Other: 2 Engineered Log Jams, 3 habitat structures, and 2 Y log structures to provide salmon habitat The restoration of 3 acres of salt marsh habitat. I JARPA 2009 Page 7 of 18 6d. Describe how you plan to construct each project element checked in 6c. Include specific construction methods and equipment to be used. [Leis] • Identify where each element will occur in relation to the nearest waterbody. • Indicate which activities are within the 100-year flood plain. 1. The existing parking area to the south of the salt marsh will be used for storage and setup. 2. Erosion and water quality protection measures will be installed. 3. An access road will be created so as to cause the least amount of disturbance to the project location with a crawler tractor and gravel so as to carry the weight of construction equipment. 4. A crawler tractor will enter the river at low tide and construct a diversion channel in the river bottom. 5. An excavator will be used to pile river gravel in the existing channel to divert the river to the temporary diversion channel. 6. The areas where the log jams are to be constructed will be selected and excavated with an excavator. The excess material will be taken to the property owners gravel pit located on the west side of 101. 7. The support piling of the log jams will be installed using a pile driver (vibratory) or an excavator. 8. The anchors for the log jams will be installed using an excavator and then covered. 9. The log jams will be constructed by piling the logs and anchoring them as directed by the engineer. 10. The chain anchors will be installed. Effort will be made to hide the chain connections to the logs. 11. The river will be diverted back into the old river channel and the temporary river channel filled back in using a crawler tractor and an excavator. 12. The construction access roadway and the existing fill will be removed and the area allowed to revegetate naturally. 13. The area will be cleaned up and disturbed areas finish graded and planted. 6e. What are the start and end dates for project construction? (month/year) [_heap] • 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 1, 2010 End date: September 15, 2010 ❑ See JARPA Attachment D 6f. Describe the purpose of the work and why you want or need to perform it. help] To provide safe harborage for migrating salmon in the lower Hamma Hamma River. To improve the southerly salt marsh and improve feeding opportunities for migrating salmon. 6g. Fair market value of the project, including materials, labor, machine rentals, etc. help] $200,000 6h. Will any portion of the project receive federal funding? [hem] • If yes, list each agency providing funds. X Yes ❑ No ❑ Don't know Federal Stimulus Funds and US Fish and Wildlife Funds. JARPA 2009 Page 8 of 18 Part 7—Wetlands: Impacts and Mitigation X Check here if there are wetlands or wetland buffers on or adjacent to the project area. (If there are none, skip to Part 8.) 7a. Describe how the project has been designed to avoid and minimize adverse impacts to wetlands k ❑ Not applicable See descriptions and discussion above. JARPA 2009 Page 9 of 18 7b. Will the project impact wetlands? hq X Yes ❑No ❑ Don't know 7c. Will the project impact wetland buffers? [hgM X Yes ❑ No ❑ Don't know 7d. Has a wetland delineation report been prepared? h I • If yes, submit the report, including data sheets,with the JARPA package. X Yes ❑ No 7e. Have the wetlands been rated using the Western Washington or Eastern Washington Wetland Rating System? [t@jpJ • If yes, submit the wetland rating forms and figures with the JARPA package. X Yes ❑ No x Don't know 7f. Have you prepared a mitigation plan to compensate for any adverse impacts to wetlands? hel • If yes, submit the plan with the JARPA package. ❑ Yes ❑ No X Not applicable since the project is a salt marsh or wetland restoration project 7g. Use the table below to list the type and rating of each wetland that will be impacted; the extent and duration of the impact; and the type and amount of compensatory mitigation proposed. If you are submitting a compensatory mitigation plan with a similar table, you may simply state (below) where we can find this information in the mitigation plan. [teipi Activity causing Wetland type Impact area Duration Proposed Wetland impact (fill, and rating (sq. ft. or acres) of impact2 mitigation mitigation area drain, excavate, category' type (sq. ft. or acres) flood, etc.) Salt March Estuarine 2.7 Acres 4 Weeks None None Restoration Emergent 117,000 SF Wetland Install LWD Log River Habitat .0.25 Acres 4 Weeks None None Jams 10,000 SF Ecology wetland category based on current Western Washington or Eastern Washington Wetland Rating System. Provide the wetland rating forms with the JARPA package. 2 Indicate the time (in months or years, as appropriate)the wetland will be measurably impacted by the activity. Enter"permanent" if applicable. 3 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: 7h. For all filling activities identified in 7g., 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. heI No 71. For all excavating activities identified In 7g., describe the excavation method, type and amount of material in cubic yards you will remove, and where the material will be disposed. h[_iA JARPA 2009 Page 10 of 18 1,200 CY will be excavated and then replaced in its original location with a crawler tractor in the river bed of the Hamma Hamma to construct the 530 foot long, by 30 foot wide, by 2 foot deep temporary diversion channel. 7j. Summarize what the compensatory mitigation plan is meant to accomplish, and describe how a watershed approach was used to design the plan. h I None 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.) h[ elpa X Check here if there are water bodies 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. M-1W ❑ Not applicable The Hamma Hamma river will be temporally diverted around the work area during construction. The work areas will be pumped out each morning before work and before the tidal waters in the excavation hole are disturbed. The clean salt water will pumped out of the areas to be excavated before work begins. Silt fencing will be used to isolate work areas—where needed. 8b. Will your project impact a waterbody or the area around a waterbody? h[ ei ❑ Yes X No 8c. Summarize impact(s) to each waterbody in the table below. hti Activity causing Waterbody Impact Duration Amount of material Area (sq. ft. or impact(clear, name location' of impact2 to be placed in or linear ft.) of dredge, fill, pile removed from waterbody drive, etc.) waterbody directly affected Excavation Hamma RM 0.1 4 weeks Approximately 400 4000 SF for the Hamma CY will be removed log jams and from the river bed. 16,000 SF for the diversion channel. 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. 2 Indicate the time(in months or years, as appropriate)the waterbody will be measurably impacted by the work. Enter"permanent'if applicable. 8d. Have you prepared a mitigation plan to compensate for the project's adverse impacts to non-wetland waterbodies? hel • If yes,submit the plan with the JARPA package. ❑ Yes X No ❑ Not applicable JARPA 2009 Page 11 of 18 8e. Summarize what the compensatory mitigation plan is meant to accomplish. Describe how a watershed approach was used to design the plan. • If you already completed 7j.,you do not need to restate your answer here. [help] 8f. For all activities identified in 8c., 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. LLeAi 8g. For all excavating or dredging activities identified in 8c., describe the method for excavating or dredging, type and amount of material you will remove, and where the material will be disposed. LheP] An excavator and small crawler tractor will be used for excavation. Total material taken from the site is estimated to be around 1000 CY I Part 9—Additional Information Any additional information you can provide helps the reviewer(s) understand your project. 9a. If you have already worked with any government agencies on this project, list them below. Agency Name Contact Name Phone Most Recent Date of Contact Hood Canal Richard Brocksmith ( 360) 531-2166 3/30/09 Coordinating Council US Fish and Wildlife Richard Carlson ( 360) 753-5829 3/30/09 WDFW Bob Barnard (360) 902-2611 2/9/09 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? [.Help] • If yes, list the parameter(s) below. • If you don't know, use Washington Department of Ecology's Water Quality Assessment tools at: http://www.ecy.wa.g ov/programs/wci/303d/. ❑ Yes X No 9c. What U.S. Geological Survey Hydrological Unit Code (HUC) is the project in? [help] • Go to http://cfpub.et)a.gov/surf/locate/index.cfm to help identify the HUC. HUC 17110018 JARPA 2009 Page 12 of 18 9d. What Water Resource Inventory Area Number (WRIA#) is the project in? (help] • Go to hfp:/twww.ecy.wa.g-ov/services/Ais/mapstwriatwria,htm to find the WRIA#. 17 I 9e. Will the in-water construction work comply with the State of Washington water quality standards for turbidity? [help] • Go to htto://www.ecy.wa.gov/programs/wo/swgs/critgria.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? [heip] • If you don't know, contact the local planning department. • For more information, go to http://www ecy wa gov/orograms/sea/sma/laws rules/173-26/211 designations html ❑ Rural ❑ Urban ❑ Natural ❑ Aquatic X Conservancy ❑ Other j 9g. What is the Washington Department of Natural Resources Water Type? hqAi • Go to http.//www.dnr.wa.gov/BusinessPermits[Topics/ForestPracticesApplications/Pages/fp watertyoing asm for the Forest Practices Water Typing System. XS ❑ F ❑ Np ❑ Ns I 91h. Will this project be designed to meet the Washington Department of Ecology's most current stormwater manual? [help] • If no, provide the name of the manual your project is designed to meet. X Yes ❑ No Name of manual: 2005 SMMWW manual 9i. If you know what the property was used for in the past, describe below. help] Estuary Salt Marsh and River. 9j. Has a cultural resource (archaeological) survey been performed on the project area? h[_eP] • If yes, attach it to your JARPA package. X 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. [help] Salmon, chum summer-run Hood Canal, Steelhead Puget Sound DPS, Salmon, Chinook Puget Sound 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. hei ] See 9K above. Aquatic Habitat is a priority habitat. Bait fish and salmon use the Quilcene Bay extensively. JARPA 2009 Page 13 of 18 Part 10—Identify the Permits You Are Applying For 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 helpe-ora.wa.gov. 10a. Compliance with the State Environmental Policy Act (SEPA). (Check all that apply.) h I • For more information about SEPA,go to www.ecy.wa.gov/grog_rams/sea/sepa/e-review.htmi. ❑ 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.) • Submit the Fish Habitat Enhancement Project form with this application. The form can be found at hftp://www.ei)ermifting.wa.gov/Portals/ JarvaResourceCenter/images/default/fishenhancement.doc ❑ 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. help) 10b. Indicate the permits you are applying for. (check all that apply.) h[ elf LOCAL GOVERNMENT Local Government Shoreline permits: ❑ Substantial Development ❑ Conditional Use ❑ Variance X Shoreline Exemption Type (explain): Via Fish Enhancement Exemption Other city/county permits: ❑ Floodplain Development Permit ❑ Critical Areas Ordinance STATE V MEN Washington Department of Fish and Wildlife: X Hydraulic Project Approval (HPA) X Fish Habitat Enhancement Exemption Washington Department of Ecology: X 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): X 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 2009 Page 14 of 18 Part 11—Authorizing Signatures Signatures required before submitting the JARPA package. 11a. Applicant Signature (required) [hE�p] 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 t17e agent named in Part 3 of this application to act on my behalf in matters related to this application. Akos (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 t project. o-J (initial) ppli Date 11 b. Authorized Agent Signature [rieip] I certify that to the best of my knowledge and belief, the information provided in this application is true, complete, and accurate also certify that I have the authority to carry out the proposed activities and I agree to start work only afte761cessar per have been issued. tho gent Date 11c. Property Owner Signature (if not applicant) [neap] 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 Date PAM 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 2009 Page 17 of 17 0 IT x \ V a t HABITAT STRUCTURES- TOTAL OF 3 GROUPINGS.SEE SHEET 4 FOR DETAILS. Y LOG STRUCTURES TO STABLIZE THE BANK UPSTREAM OF THE \ PROPOSED TOTAL OF 2. LOCATION IN THE ] l 35D'LONG X 20'WOE TEMPORARY RIVER BYPASS GI FIELD BY THE ENGINEER. qM�'� •••� �� CHANNEL TO ALLOW THE ISOLATION OF THE EW AND SEE SHEET 4 FOR �P ' "• HABITAT STRUCTURE CONSTRUCION OPERATIONS DETAILS. WHEN CONSTRUCTION IS COMPLETED BACXFlLL THE :. TEMPORARY CHANNEL TO EXISTING LINE AND GRADE AND DIRECT THE RVER FLOW BACK TO THE ORIGINAL CHANN....... .... SOUTH BANKE14GINEERED LOG JAM ` SEE (EU PLAN, SHEET 3 L J) TOTAL OF 2 FOR DETAILS. EXISTING DISTRIBUTOR CHANNEL ELJ/1 REMOVE 36'CMP AND CLEAN OUT STA:-4+71 ft ��.. EXISTING DISTRIBUTION CHANNEL AS Eby DIRECTED BY THE ENGINEER. -: ACRE '_• ............. .� .. ♦♦ \ AT.,.LOW TAMMA HAMMA RIVFR ♦ f� r ♦ / '.:...... ♦ POCKET / APPROXIMATE BOUNDARY , ESTUARY A OF EXISTING POCKET ESTUA YA I \ FOR THE SOUTH SIDE OF THE ♦, / HAMMA HAMMA ROVER. REMOVE THE EXISTING ACCESS BEAD AND REGRADEOU T 12' BELOW THE SURROUNDING CER CONSTRUCTION ISGROUND Is COMPLETE. �J RE-CONSTRUCT SO FEET OF RY CHANNEL AFTER EXISTT! G ACCESS ROADWAY IS REMOVED. ESTUARY RFCTORATION PI AN • rxt+--w �{ a►....k ��Kos ►ems /�7 gngiFrnting Senrim desC{aLs ~�r�s HOOD CANAL SUMOV EINUNCEWENT p7pA° 2 r/ �IG M�ev a�rnr:Wareb.art n a r aa� WMARY FXMRArON PGN 5 rrE. AV foamwiariar. A. —I 4 AOH; rk AA N(mv)ff6-l.7SI - rn 0 0 N Q a Q DD 0 n d rn a DrA11A]Ltlp� —I NOTES-EL AFO HABITAT STUCTURE n VA�0 6 GRAM f,V r1 1 C TOP * RIPER LAYOUT UIE—TO BE N}[—,~.. e.it s DEEP.RAaatt IF mg 1. GRIM PRLINQ INTO ter.11�T / STAKED N THE fiELD BY lIE ENGINEER /1 ' i ATTACH AND BIRY FOOI.OGT`DLTLS OR LOGSML 0®rm CHANNEL mm-T1P. 3800 LB BGOODIS ACOMING TO THE ' I FOLLOWING aICOFICATINR 1.C047MJCT A 24'VAN BY 211'LONG FAD AREA N 1 TENON 10 SET 42-rX2V'ECOLOGY ENGINEERED LOG JAILS: TOTAL BIOCIM SaW EACH ELL 2.PLACE Tti OF 2 STRUCTURES, ECOLOGY BLOCKS ON THE PAD AND CHAIN TO BE LOCATED IN THE FIELD BY FL NATION-TYPICAL SECTION OR CARE THE■DORS TOGETHM AND THE ENGINEER. N r-O THEM TO THE WTION LE%a OF THE LOOS CHAIN MIDDLE LAVER OFGS LO TO TIE ,yam BOTTOM LAMM OF THE LOOS AND TLE TOP LANDS OF THE LOW TO THE WIGGLE ( ` LAYER 0 THE LOGS.NOW N AID ONLL Sam am �`E.� ` THE LOGS 1114M NERSARY TO ASSLW �` J\ TIGHTLY OT THE LD.UK HALF�INCH / t GALVANIZED CHAIN TO ME TIE LODE TO THE ECOLOGY KOM AM TO EACH AOCONIMINGLY OTHER. CONNECT PILM TO LAYM 2 AND LAKN J LOGS WIN 0/Sr CALVN®LASING CHAIN(GRACE SO)OR CANE. Y \ \ IL HABITAT LOOS NN21OO10:RY a 400D LB ROOD GR ECOLOGY KOM FOR EACH LAYOUT /' T r Tl STRUCTURE USE THE SOLE ANONOAMG PANT / // > SCHEMEoEaDaBm AsovE To ANOIOI THE HABITAT SIRIMIUREL U GENERALF1J PLAN- TYPICAL LU AND HABITATS STRUCTURE LAYOUT fTwlL ra LOG QUANTITY TypE DIAMETER LENGTH ROOTWAD FOR ELJ 1 O1 la'10 x ar VO • DpQyiK/ T O w 1O ar a( YI a FLOC USED ONEr Laos eumaED ..:�� 70 ELv.0-la TD o -- 3 S PLAN-BOTTOM LAYER TYP. PLAN-YEIDIE LAYER TYP. NOAIa r�,B ,�F PLAN- TOP LAYER TYP. rAN2 rm PRELUENARY DESIGN — NOT FOR CONSTRTJCTION NP.�.a Nr .••,Ar F 6 /�C RD&&vim dsElcidEs NI,w I/OiGD CANAL SA(AKLN EAIFIANCEJI�NT 6n01/? 3 O L AJ rJ AII��l" •a E1J PIa1Pf AND DBTAQS y 5 A►Ab N ac Nti4a,w , Ab(Ah R Amm pm,1FS-NSB/ N77 0 0 N a 0 Do m m m a 1. RIXRS PULL BE SOJND AND ME FROM CRACKS,S MS,AND OTEN DEFECTS THAT WARD Y LOGS TO BE LOCATED IN 'END TO INCREASE FROM WEATHERING,FRMIHC.AND TMWNG OR OTHER NATURAL CAUSES THE LUST TMEN9(YI OF AN INDIVIDUAL ROCK FRAGMENT SHALL NOT BE LESS THAN ONE-THIRD THE THE FIELD By THE GNUTFST DVFNSKN OE THE FRAGMENT. ENOINEEIL ♦_ 1. PUCE BOULDERS ON SEDIMENT SURFACE.UPSTREAM OF LOG Z CABLE STALL PASS THROUGH PREORRLED Y MIN NA HOLE IN BOULDER. (HOE S/DUD BE LARGE ENOUGH ro PASS A CANE EYED. V W Y 1 INDIVIDUAL HE Y DUAL LOGS OF T LOG SYSTEMS SML BE PLACED SUCH THAT THE BOTI0IN LOG b ANGLED DOWNSTREAM AND TIE TOP LOG UEs PERPENDICULAR TO FLOW. (SEE Y-LOG SYSTEM BNIIW BAIIR A• t'L DEUK.THIS SHEET). \ A. EACH LOG SHALL BE ANCHORED TO AT LEAST TWO BOULDERS,BITTEN ON LONG ENOUGH TENORS 'O FLOUT THE LOG TO ORDINARY HIGH WATER PLUS 2-FEET({-FIET ON 7ETER LDDRH} 3'M1 IXA HOLES 91ALL BE DIALED TROUGH LOGS APPROXIMATELY 6-FEET FROM EITHER END OF LOG (Han STALL BE LARGE ENOUGH TO PASS IRE CHAIR). THE CHAN SHALL PASS THROUGH DMLL Y LOG BANK PROTECTION — PLAN HOE INLOG THEN WRAP ARM=LOG A M M OF ONE FULL WRAP ANGRIER)THE T CRGNBU"M OF THE LOG EACH CRAM SHALL BE SECURED TO LOGS AMID A MINIMUM OF DIE SCALE. 1`�80 Flu WRAP AROUND TIE CIRCUMFERENCE OF THE LOG EACH CNIR SHALL BE SEOUIED TO Loos WIN A MINIMUM OF ONE FULL WRAP AROUND CIRCUMFERENCE OF THE LOG 5. IF LOG HAS A RODTWAD ATTACHED,THE ROOTWAO SHALL BE PLACED AGAINST THE BANK. G. CARE SHOULD BE TAKEN ED AVOID FO KINKS M THE CHART >� 0 ScAu BALLAST FOR NEW LOGS -�..�.—LT—. T I. 'IE OB.CCTVES OF TE PRO CCT ARE TO ENHANCE TTSI NADITAT TROUGHH NE STAI LITATHDV LOG W/ROOIWAD 4.DD0 LEE MIN--15'MIN DIA - AND HICHILK ENT M LARGE WOODY DENNIS AID 10 ENCOURAGE DEPOSIIHOIN ALONG THE SEVERELY LOG W/ROOTWM 4.000 LEE W--35 MEW DIA IWW WRW I ERWNG NEVER BAWL FLOATING LOG YEEIMC VISE TIMES BECAUSErnTHEEYSFLOATT DURING ER A LOW CIXDRURYY HIGH WAITER EVENTS,THOR FlSli­FRIENIN�Y MEANS OF (UNLESS STATED OTHERWISE IN PLAN MFA) T •W PRESENCE BREAKS UP THE LINE OF FLOW AND DISSIPATES ENERGY,THEREBY ENCOURAGING NEW L06 SEDIMENT DEPOSTON OO'WN51REAM. FTDATNG GROINS ALSO HAVE THE POTENTIAL TO RECRUIT OAEEm. 1B-24' WOOD FLOARNG DOWNSTREAM THAT MAY OTHERWISE HAVE PASSED ON THROUGH THE SYSTEM. LENT. 25-30r D. GRCRS SHORE BE SPA®2.5 TO 3 71MES THEIR EFFECTIVE LINIG711 SPEM ANY,ON THE ETICEPTKN OF RED AIDI WESTERN IRO 3. IL AONC SHALL N UNITED ro THAT REQUIRED A T INSTALL THE ACCESS ROAD AND FIOFA CEDAR AND DOUGLAS FIR ARE PREFER.®. AFPWO�FLT AHp11t ASCWt FORT RAUISY -N-STREAM AND i0 KEY VA 1O ASH FDSIN NMOPp1T AT THE WSTiIEAY ENO O THE PROLCi AffA MEW LOGS SMALL GE SOUUD AND FREE OF GEGY. '1 TWWM WOM �M-STREAM IXGVAIIdI SHALL GE YRYIED. BAl1Aff(Ill) N0.BOUlRRS MPNDi BOIRIWII DIAMETER a ANY Db1URBANGE ro COSTING VEGETATION SHAD GE MMMEED. 4000 Y SS lA6 4401) 7 TES — IR100 T Ad TI,SW OMIN 3 Mall)M la' "-- W - dHWM lB.0o0 5 4.01 NOTE: FEWER BUT LARGER BOULDERS MAY SE USED TO MAKE WR THE TOTAL REQUIRED BALLAST. HOWEVER.THE MINIMUM IAAO[W 7 BDIADORz PELF LOG SHALL FIE TIED. e S BOIBDFD MLEAST TOTAL LENGTH VARIES ON EACH APPLICATION S (ONANED ID LOG) z=r., C:j� MOTE' LOW LOG OF Y-LOC SYSTEM IS NOT SHOWN"NET"NETER PREPARED CABLE NIS 1 (BOADER BA TYPICAL LOG PLACEMENT - ELEVATION VIEW f C('� PRELp(IIPARY DESIGN - NOT FOR CONSTRUCTION G I LOG PRLLssa EYE 1� V� z�ALVANN®GRAIN GROW ,!I �yLa r RIM D B LOOP OF CAIRN AROUND NOG "\ Ij GRDSBY BOl'IOU[ FLOW_ M AND N LOG WRAP CLAN ARORD LOG AI \\ ANCHOW PIA-xI rn — y TINGE AND FASTER CABLE EYE WINE SHACAEi, GALVAAIU CH,R'��,L✓H 'T BIDUDER BAWIYT NOTE: LONER LOG OF Y-LOC LOG srslDN rs NOT sNorN �au�aHH MOLE DTIOM OF n NEn PRESSED EYE AND SHACKLE IN BOULDER Tm ATTACHMFNT TO LOG Y-LOG -CLAN VIEW DDU1DER BALLAST GML:WWWWWWRNum WWW TYPICAL LOG PLACEMENT - SECTION VIEW CHAIN/SHACKLE DETAIL M.�"B� NTS FEES 11119ii11��.� • S Orr AV NA.BE, _ �_-_---- i7i� � HOOD CANAL SALMON ENHANCEMENT GROUP q L�C� A ■v L J l LJr rw Y LOG BANK PROTECTION % q I4lJJ III777 R i A Z I yi - PLAN AND DETAILS rn 0 0 N Q a Q