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HomeMy WebLinkAboutSHX2013-00038 - SHX Application - 6/20/2013 P�0t1-srarFo MASON COUNTY M DEPARTMENT OF COMMUNITY DEVELOPMENT O o A N Planning Division o N Z P O Box 279, Shelton, WA 98584 7 N Y y (360)427-9670 OJ �O 1864 Exemption from Shoreline Management Act Case No.: SHX2013-00038 Substantial Development Permit Requirement The Proposal By: ROBERT MURNEN 32707 42ND AVE SW FEDERAL WAY, WA 98023 To undertake the following development: Repair of 116-ft. long log bulkhead: remove top tire of three logs and replace with 1- to 3-man granite rock setback 2 feet from face of remaining logs to a height of 4 feet; use of filter fabric and quarry spalls between log bulkhead and rock wall to address potential erosion; possible inset steps at west end of new setback rock wall. Within HOOD CANAL 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 B-normal maintenance Please contact Allan Borden at ext 365 if you have any questions. Issued: 6/20/2013 Expires: 6/20/2015 Authoriz d Local Government Official cc: APPLICANT WDFW USACOE WDOE TRIBAL COUNCIL �. ______ 1 Date received: ��j� 1 0 202 US Army Corps : i WASHINGTON STATE �Elebeers• Joint Aquatic Resources Permit Agency referertc #: �X7l�I.�-(YYl 1 2 Tax Parcel#(s): Application (JARPA) Form ° ; ,-3aa34A -3 - ooaao 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) hel Murnen Bulkhead Repair Project Part 2—Applicant The person and/or organization responsible for the project. heel ] 2a. Name (Last, First, Middle) Murnen, Robert B. — representative of the Murnen Family 2b. Organization (If applicable) 2c. Mailing Address (Street or Po Box) 32707 42nd Ave SW 2d. City, State, Zip Federal Way WA 98023 2e. Phone(1) 2f. Phone(2) 2g. Fax 2h. E-mail ( 253 ) 670-2984 ( 253 ) 517-3733 ( 253 )874-8263 murnenrealty49@msn.com 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:/twww.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. 2To access an online JARPA form with[help]screens,go to http://www.epermitting.wa.gov/site/alias resourcecenter/jarpa iarpa form/9984/iarpa form aspx. For other help,contact the Governor's Office of Regulatory Assistance at 1-800-917-0043 or he!12aora.wa.gov. JARPA Revision 2012.1 Page 1 of 16Revision 2012.1 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.) hel 3a. Name (Last, First, Middle) Derek Randles 3b. Organization (If applicable) Randles Landscape & Design 3c. Mailing Address (Street or Po Box) 321 Valley Ln. 3d. City, State, Zip Tahuya, WA 98588 3e. Phone(1) 3f. Phone (2) 3g. Fax 3h. E-mail ( 360 ) 731-3643 ( 253 ) 275-9033 ( ) randleslandscaping@yahoo.com Part 4—Property Owner(s) Contact information for people or organizations owning the property(ies) where the project will occur. Consider both upland and aquatic ownership because the upland owners may not own the adjacent aquatic land. nei X Same as applicant. (Skip to Part 5.) ❑ Repair or maintenance activities on existing rights-of-way or easements. (Skip to Part 5.) ❑ There are multiple upland property owners. Complete the section below and fill out JARPA Attachment A for each additional property owner. ❑ Your project is on Department of Natural Resources (DNR)-managed aquatic lands. If you don't know, contact the DNR at (360) 902-1100 to determine aquatic land ownership. If yes, complete JARPA Attachment E to apply for the Aquatic Use Authorization. 4a. Name (Last, First, Middle) I 4b. Organization (If applicable) i 4c. Mailing Address (Street or Po Box) i I� 4d. City, State Zip n 4e. Phone 4f. Phone(2) 4 . Fax 4h. E-mail JARPA Revision 2012.1 Page 2 of 16 — Part 5—Project Location(s) Identifying information about the property or properties where the project will occur. hei ❑ 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.) hei XXX❑ 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.) tLM 7920 East SR 106 5c. City, State, Zip(If the project is not in a city or town, provide the name of the nearest city or town.) hei Union, Washington 98592 5d. County hf elpl Mason 5e. Provide the section, township, and range for the project location. hl eid 1/4 Section Section Township Range 21 A 24 22 3 5f. Provide the latitude and longitude of the project location. Lkm • Example:47.03922 N lat./-122.89142 W long. (Use decimal degrees-NAD 83) 47-349533 N lat. / -123-055349 W long. 5g. List the tax parcel number(s) for the project location. h(Ai • The local county assessor's office can provide this information. 32234-34-00220 5h. Contact information for all adjoining property owners. (If you need more space, use JARPA Attachment C.) hei Name Mailing Address Tax Parcel # (if known) � 7900 E SR ]06 ............ .. ................ .... .... ....................... ......................................................... Richard Deno Union Wa 98592 7922 E SR 106 Union Wa 98592 Peter D Grimm Mailing: (1630 E. Boston Ter Seattle, WA 98112-2831 ............._...................................._..............._.................---....................................... _..._._.................... ......_.._... JARPA Revision 2012.1 Page 3 of 16 1 5i. List all wetlands on or adjacent to the project location. nei Small area at toe of road slope-to-beach watered by under road culvert, was planted by adjacent owner 20-25 years ago on his property that is 30' to the east of our project site. 5j. List all waterbodies (other than wetlands) on or adjacent to the project location. nei Hood Canal 5k. Is any part of the project area within a 100-year floodplain? hf eM XX❑ Yes ❑ No ❑ Don't know Assumed to be in 100 yr flood plain 51. Briefly describe the vegetation and habitat conditions on the property. h[ eM There are bare native soil areas as well wild grasses growing on the bulkhead. The slope down to the bulkhead from the highway above is heavily vegetated with ivy, some wild shrubs, planted/managed laurel, planted/managed conifer trees and managed maple trees. All are present on or about the upper perimeter and pathway(s) to bulkhead site. These are managed BMPs and buffers to E SR 106 runoff and road noise. We annually trim the laurels, maples, and conifers and edge the ivy to keep the root systems viable for edge of road slope stability. The lush ivy and natural filtration of the bulkhead soils help filter the annual rain runoff from the highway above. I I 5m. Describe how the property is currently used. [beipj This 80 year old north facing bulkhead serves as a recreational area for the benefit of the second through fourth generations of our large family for family fellowship. It provides a safe, dry area for our recreation equipment and general seating at higher tides. It is the most used area of the property and provides a wonderful platform for reunions and life-guarding our young swimmers. �I j5n. Describe how the adjacent properties are currently used. [heipl I Same as ours--family recreational uses for the property owner to the west. We rarely see anyone on the beach to the east. 5o. Describe the structures (above and below ground) on the property, including their purpose(s) and current condition. hf eM See Photos 1-7. The log home, in excellent condition, is located above the highway. The property was logged and house built over several years, then completed in 1933 by our grandfather EJ Murnen Sr. The existing bulkhead was also completed then and was made of logs 7 rows high of which the bottom 2 rows are completely under the beach sands. (See Sketch 2- Elevation) The third row of logs is partially under the beach sands and is where the mean high tide mark of 11.5 feet touches. (See Photo 5) The fourth row of logs is above the mean high tide by 1-2 feet. The bottom 4 courses of logs are overall in very sound condition and proved for an excellent foundation/footprint. The top 3 courses of logs were previously replaced by permit in 1993 to maintain soil containment and recreational platforming. The 1993 replacement of logs above mean high tide were determined to be "non- significant" at last submission. It served our needs for 20 years but since they are well above the mean high tide, but as they are exposed daily to sun and rain damage, they have rotted beyond repair. We are applying to replace the top 3 courses of these logs with a professionally installed 4 foot tall rock wall JARPA Revision 2012.1 Page 4 of 16 comprised of 1-3 man basalt rock set back 2 feet from the logs to remain, as a more permanent solution to this problem. No other structures exist on the property. 5p. Provide driving directions from the closest highway to the project location, and attach a map. ljnei See Map Attached Drive 3/4 mile east from Alderbrook Resort toward Belfair on E State Route 106. Part 6—Project Description 6a. Briefly summarize the overall project. You can provide more detail in 6b. Ekm The sun (UV rays) and freshwater from rain have provided conditions conducive to wet and dry rot which have damaged the top three courses of logs on our circa 1933 bulkhead all of which are above the mean high tide mark of 11.5 feet. This same grouping of logs was replaced, by permit, in 1993. (See Photos 1-7) We intend to replace only the grouping of logs above mean high tide, this time using permanent basalt rock (see Sketch 1-Aerial and Sketch 2-Elevation) and appropriate backfill material. The original logs below mean high tide and one course of logs (Row 4) above the mean high tide mark are all solid and will remain. The short (4 foot tall and 15 degrees back-sloping) rock wall will be installed 2 feet inward of the original footprint j logs and bear on the existing glacial till. Imported quarry spall base material will be placed in front of the base rocks on top of an approved geo-tech filter fabric which will run under the base rock and up the glacial till earthen wall with a flap near the top. I The void created behind the new rock wall will be completed with the insertion of a 4" perforated drain pipe at the base behind the base rock followed by being backfilled with washed granular drainage material layer of (the total fill will be at least 1 foot in width) all of which will be separated from the existing glacial till by an approved geo-tech filter fabric covering the existing highly compacted, but porous, native glacial till. The fabric will flap over the top of the washed rock approximately 1 foot from the finished surface elevation with more washed granular rock placed over the top to finish the application. The approved fabric will extend under the base 3- man row of rock and extend out the top of the log to remain. This area between the base rock row and the top of the existing log will be filled with washed quarry spall. I The entire job is to be completed by a licensed, bonded and insured contractor, Randles Landscaping, of Tahuya. 6b. Describe the purpose of the project and why you want or need to perform it. neM I To maintain the integrity of this highly utilized area of our property for the recreational use of our very large family. i i JARPA Revision 2012.1 Page 5 of 16 6c. Indicate the project category. (Check all that apply) [hel ❑ Commercial XXX❑ Residential ❑ Institutional ❑ Transportation ❑ Recreational XXX❑ Maintenance ❑ Environmental Enhancement 6d. Indicate the major elements of your project. (Check all that apply) [help] ❑ Aquaculture ❑ Culvert ❑ Float ❑ Retaining Wall ❑ Bank Stabilization ❑ Dam /Weir ❑ Floating Home (upland) ❑ Boat House ❑ Dike / Levee / Jetty ❑ Geotechnical Survey ❑ Boat Launch ❑ Ditch ❑ Land Clearing ❑ Road ❑ Boat Lift ❑ Dock / Pier ❑ Marina / Moorage ❑ Scientific Measurement Device ❑ Bridge ❑ Dredging ❑ Mining ❑ Stairs XXX❑ Bulkhead ❑ Fence ❑ Outfall Structure ❑ Stormwater facility ❑ Buoy ❑ Ferry Terminal ❑ Piling/Dolphin ❑ Swimming Pool ❑ Channel Modification ❑ Fishway ❑ Raft ❑ Utility Line ❑ Other: 6e. Describe how you plan to construct each project element checked in 6d. Include specific construction methods and equipment to be used. hf eli • Identify where each element will occur in relation to the nearest waterbody. • Indicate which activities are within the 100-year floodplain. (see Sketch 1-Aerial and Sketch 2-Elevation) The contractor will remove just enough soils from behind the existing upper (4) bulkhead logs with a Trac-hoe, then remove the top (3) courses of damaged logs with the Trac-hoe, compact the soils if necessary with a gas powered compactor, then set 3-man rock buried 1 foot deep as a base row using the Trac-hoe with grapples p P p 9 9 pp , followed by positioning of 2-man, then 2 and 1-man rock to the finished level (all at a 15 degree inward slope). Then, the contractor will install b hand an approved eo-tech filter starting at the to of the to to to be kept, ( Y ) pp 9 9 p p g p then covering the existing glacial till and running up the vertical glacial till earthen wall. Once the base rock row is set on top of the fabric, quarry spall will be placed in front of the base rock between the base rock and the top existing log (a span of about 2 feet wide). Then a 4" perforated drain pipe will be set (by hand) at the bottom backside of the 3-man basalt base rock row, followed by at least 1 foot wide amount of backfill (by Trac-hoe) consisting of washed granular material up to within 1 foot of the top of the finished wall. The fabric lid will be flapped over the top and then finished with another 1 foot of washed granular drainage material over the top to j complete the rock wall. The base row of 3-man rock will be set approximately 2 feet behind and 1 foot below the upper most remaining log which is approximately 1-2 feet above the mean high tide and the beach. All the logs to be kept at the beach elevation level have been tested as solid as they are subject to near daily tidal inundation since their original installation in 1933. Any remaining excavated soils will be used to level the existing pathways. I JARPA Revision 2012.1 Page 6 of 16 6f. What are the anticipated start and end dates for project construction? (Month/Year) heI • 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. Project time: 4-5 days Start date: ASAP-post permit issuance, but after June 2013 and End date: Sept 2013 not phased-just not determined yet ❑ See JARPA Attachment D 6g. Fair market value of the project, including materials, labor, machine rentals, etc. he! $20,000 (including labor and rock) 6h. Will any portion of the project receive federal funding? [help] • If yes, list each agency providing funds. ❑ Yes XXX❑ No ❑ Don't know Part 7—Wetlands: Impacts and Mitigation XXXXX❑ Check here if there are wetlands or wetland buffers on or adjacent to the project area. (If there are none, skip to Part 8.) hel 7a. Describe how the project has been designed to avoid and minimize adverse impacts to wetlands. hf M ❑ Not applicable The mitigation strategy will be to keep our activities on the bulkhead without damaging the natural vegetation on our slopes or the bulkhead that have always served as a buffer strip and BMP for runoff from E SR 106. Specifically; 1. This project will be done from the topside of the bulkhead and not from the beach and not during high tide. Thus, there will be no intended impact to the beach, water, or surrounding area. 2. The logs to be replaced will serve their final purpose as a BMP to keep soils on the bulkhead side of the project during the initial excavation and then removed. 3. A silt fence will be installed on the beach when the project begins in an attempt to capture any soils or wood debris which may fall during excavation. 4. The stockpiled soils on the bulkhead topside surface will be covered with tarps to prevent erosion should there be any rains during the timeframe the job is performed. 5. The logs being removed from the bulkhead will be taken away from the property. 7b. Will the project impact wetlands? hel Yes XXX Don't know No ❑ 7c. Will the project impact wetland buffers? h[ eM JARPA Revision 2012.1 Page 7 of 16 ❑ Yes XXX❑ No ❑ Don't know 7d. Has a wetland delineation report been prepared? h[ elp] • If Yes, submit the report, including data sheets,with the JARPA package. ❑ Yes XXX❑ 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 ❑ No XXXX❑ Don't know 7f. Have you prepared a mitigation plan to compensate for any adverse impacts to wetlands? heel • 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. XXXX❑ Yes ❑ No ❑ Not applicable 7g. Summarize what the mitigation plan is meant to accomplish, and describe how a watershed approach was used to design the plan. hel The mitigation strategy will be to keep our activities on the bulkhead without damaging the natural vegetation on our slopes or the bulkhead that has always served as a buffer strip and BMP for runoff from E SR 106. Specifically: 1) All work is to be done by an experienced excavator and manual labor from the topside of the bulkhead surface (not from the beach or from a barge in the water). The basalt rock (i.e. 1-3 man rocks, washed granular drainage material and washed spall rocks) will be delivered onto the bulkhead from E SR 106 by a small dump truck that will dump onto our path (See Photos 6-7)which will have previously been set up as a staging area with appropriate safety measures in place. The dumps will be brief and will not impede traffic. The vegetation will be protected by plywood and tarps as necessary. 2) The damaged logs will be used as a BMP wall to keep native fill soils contained during the excavation phase. A silt fence will be installed on the beach prior to the excavation being started in an attempt to capture any soils or wood debris which may fall during excavation and log removal. 3) The soils removed will be used to reduce the slope of the existing path leading onto the bulkhead from the highway. 4) The affected areas will be allowed to naturally seed with native grasses that are drought and salt water tolerant. 5) Any loose excavated soils that are stock piled prior to use on the path will be tarped in the event of rains, until used or removed from the site (if necessary). 6) No activities will take place in the water. 7) The logs being removed from the bulkhead will be taken away from the property. 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. hel JARPA Revision 2012.1 Page 8 of 16 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 categoryz Acres) acres) Excavate dirt from bulkhead Unknown ! 232 SF 5 days R, P 0 behind failed logs Fill with 1-3 man bulkhead Unknown 232 SF 5 days R, P 0 basalt rock, washed granular drainage material and quarry spall rock 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. 4 Creation (C), Re-establishment/Rehabilitation(R), Enhancement(E). Preservation(P), Mitigation Bank/In-lieu fee(B) Page number(s) for similar information in the mitigation plan, if available: 7i. For all filling activities identified in 7h, describe the source and nature of the fill material, the amount in cubic yards that will be used, and how and where it will be placed into the wetland. l el 1-3 man basalt rock will come from Shelton Skookum Creek Quarry and will be used for the construction of the bulkhead rock wall with washed granular drainage material (also from Skookum Creek Quarry) used as filler behind the primary surface of the wall with an approved geo-tech filter fabric placed properly as per Sketch 2- Elevation. Spall rock from Skookum Creek Quarry will be placed in front of the new rock wall between the base 3-man rock and the top log to remain (on top of the approved fabric). The rock of all types to be used will be approximately 40 tons, or 25 cubic yards. i I 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. hem The damaged logs will be used as a BMP wall to keep native fill soils contained during the excavation phase. A silt fence will be installed on the beach in an attempt to envelope any soils or wood debris which may fall during excavation. We estimate that approximately 30 cubic yards of soils will be removed from behind the existing bulkhead wall. The soils removed will be re-used to reduce the slope of the existing path leading onto the bulkhead from the highway. The logs being removed from the bulkhead will be taken away from the property. 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.) hel XXX❑ Check here if there are waterbodies on or adjacent to the project area. (If there are none, skip to Part 9.) JARPA Revision 2012.1 Page 9 of 16 8a. Describe how the project is designed to avoid and minimize adverse impacts to the aquatic environment. bpjpj ❑ Not applicable The project activity is above mean high tide of Lower Hood Canal. All work is to be done form the top of the bulkhead and not from the beach or from the water. We will leave the bottom (4) existing original footprint logs in place (the bottom two logs are under the beach sand, the next one up is partially exposed and is where the mean high tide mark is (see Photo 5), and the fourth log up is above mean high tide and receives only occasional tidal inundation). See Sketch 2-Elevation The contractor will be protecting the beach with silt fence in case any soils or wood debris escapes during the excavation phase. The filtration system (i.e. approved geo-tech filter fabric, washed granular drainage material and quarry spall rock) will constitute an improvement over the current log setup in place now (i.e. just glacial till soils). Those logs to be removed (i.e. top 3 courses) will be left in place (as much as is practical) to contain any loose native soil while being removed. A silt fence will be placed on the beach during the project until completion. The contractor will not be working during high tide that exceeds the mean high tide foundation log. The soils removed will be replaced with a filtration system described in detail on Sketch 2-Elevation and throughout this application. 8b. Will your project impact a waterbody or the area around a waterbody? hel XXX❑ Yes ❑ No 8c. Have you prepared a mitigation plan to compensate for the project's adverse impacts to non-wetland waterbodies? hel • If Yes, submit the plan with the JARPA package and answer 8d. • If No, or Not applicable, explain below why a mitigation plan should not be required. ❑ Yes XXX❑ No ❑ Not applicable No activity shall be performed in, over or via the water. The materials will be delivered from the highway via a dump truck onto the existing bulkhead surface: (BMP#1) reasonable protections will be made to protect vegetation such as grasses, ivy, laurels, maples, and conifers and, (BMP#2) the existing logs will remain in place during the excavation phase and a silt fence will be placed on the beach to capture any falling soils or wood debris and, (BMP#3) any excavated soils shall be tarped during rains, and re-used as part of the pathway to the bulkhead and, (BMP#4) the project time will be brief--estimated not to exceed 5 days. 8d. Summarize what the mitigation plan is meant to accomplish. Describe how a watershed approach was used to design the plan. • If you already completed 7g you do not need to restate your answer here. hhpM JARPA Revision 2012.1 Page 10 of 16 8e. Summarize impact(s) to each waterbody in the table below. heI Activity (clear, Waterbody Impact Duration Amount of material Area (sq. ft. or dredge, fill, pile name' location of impact' (cubic yards) to be linear ft.) of drive, etc.) placed in or waterbody removed from directly affected waterbody Excavate soils (HC) Hood adjacent 5 days Approx 25-30 CY 0 LF as soils are Canal behind wall Fill with (HC) Hood adjacent 5 days Approx 25-30 CY of 116 X 3 = 348 replacement 1-3 Canal basalt 1-3-man rock, SF man basalt rock, washed granular of failed logs to washed granular drainage material and be replaced drainage material quarry spall will be and spall used in the construction of the replacement wall. Remove failed (HC) Hood adjacent 5 days Approx 12 CY of failed See above top 3 tiers of logs Canal logs to be removed which are all from bulkhead face above mean high tide If no official name for the waterbody exists,create a unique name(such as"Stream 1")The name should be consistent with other documents provided. 2 Indicate whether the impact will occur in or adjacent to the waterbody. If adjacent,provide the distance between the impact and the waterbody and indicate whether the impact will occur within the 100-year flood plain. 3 Indicate the days,months or years the waterbody will be measurably impacted by the work. Enter"permanent"if applicable. 8f. For all activities identified in 8e, describe the source and nature of the fill material, amount (in cubic yards) you will use, and how and where it will be placed into the waterbody. hel 1-3 man Basalt rock, washed granular drainage material, and spall rock (all of the previous rock types to come from Skookum Quarry in Shelton) and approved geo-tech fabric (from HD Fowler--Gorst, WA) will be used to build the rock wall and filtration system. Materials will be delivered to the site by the contractor's small (5 CY) commercial dump truck onto the staged area on the bulkhead pathway. (See PHOTOS 6-7) None of the material will be placed into the water body. The new rock wall is to be constructed above the mean high tide mark of 11.5 feet and the face will be at a 15 degree slope. 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. Lem The excavation will be done by a Trac-hoe machine, and by the job's end, the 25-30 CY of soils excavated from directly behind the log wall will be permanently placed and contained on the existing pathway leading onto the bulkhead from E SR106 above to decrease the path's slope. The logs being removed from the bulkhead will be taken away from the property JARPA Revision 2012.1 Page 11 of 16 I 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. hem Agency Name Contact Name Phone Most Recent Date of Contact Mason County ( 360) 427-9670 1993 9b. Are any of the wetlands or waterbodies identified in Part 7 or Part 8 of this JARPA on the Washington Department of Ecology's 303(d) List? 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: http://wvvw.ecy.wa.gov/programs/wql303d/. ❑ Yes XXX❑ No None known 9c. What U.S. Geological Survey Hydrological Unit Code (HUC) is the project in? heI • Go to http://cfpub.epa.gov/surf/locate/index,cfm to help identify the HUC. 17110018 9d. What Water Resource Inventory Area Number (WRIA#) is the project in? h[ eM • Go to httpl/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? hell • Go to http://www.ecy.wa.gov/programs/wq/swgs/criteria.html for the standards. ❑ Yes ❑ No XXX❑ Not applicable 9f. If the project is within the jurisdiction of the Shoreline Management Act, what is the local shoreline environment designation? bpipj • If you don't know, contact the local planning department. • For more information, go to: _h_ttp://www.ecv.wa.gov/programs/sea/sma/laws rules/173-26/211 designations html. ❑ Rural ❑ Urban ❑ Natural xxx❑ Aquatic ❑ Conservancy ❑ Other 9g. What is the Washington Department of Natural Resources Water Type? h[ eM • Go to http://www dnr wa gov/BusinessPermits/Topics/ForestPracticesApplications/Pages/fp watertypinq aspx for the Forest Practices Water Typing System. JARPA Revision 2012.1 Page 12 of 16 xxx❑ Shoreline xxx❑ 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. xxx❑ Yes ❑ No Name of manual: Low Impact Development 9L Does the project site have known contaminated sediment? hel • If Yes, please describe below. ❑ Yes XXX❑ No i i I 9j. If you know what the property was used for in the past, describe below. h[ elp] The property was homesteaded in 1929 by our grandfather and has always been used for a secondary home and recreational family center. 9k. Has a cultural resource (archaeological) survey been performed on the project area? nel • If Yes, attach it to your JARPA package. ❑ Yes XXX❑ 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( eM Bull trout Northern spotted owl Marbled murrelet 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. hel None known 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/. JARPA Revision 2012.1 Page 13 of 16 • Governor's Office of Regulatory Assistance at (800) 917-0043 or help(a-.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.) hel • For more information about SEPA, go to www.ecy.wa.gov/programs/sea/sepa/e-review.htmi. 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 yob.) EheV ❑ 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.) h[ pm 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 —Attach Exemption Form Effective July 10, 2012, you must submit a check for $150 to Washington Department of Fish and Wildlife, unless your project qualifies for an exemption or alternative payment method below. Do not send cash. Check the anoropriate boxes: $150 check enclosed. (Check# ) Attach check made payable to Washington Department of Fish and Wildlife. ❑ Charge to billing account under agreement with WDFW. (Agreement# ) ❑ 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 # ) JARPA Revision 2012.1 Page 14 of 16 Washington Department of Natural Resources: ❑ Aquatic Use Authorization Complete JARPA Attachment E and submit a check for$25 payable to the Washington Department of Natural Resources. Do not send cash. Washington Department of Ecology: ❑ Section 401 Water Quality Certification FEDERAL GOVERNMENT United States Department of the Army permits (U.S. Army Corps of Engineers): ❑ Section 404 (discharges into waters of the U.S.) ❑ Section 10 (work in navigable waters) United States Coast Guard permits: ❑ General Bridge Act Permit ❑ Private Aids to Navigation (for non-bridge projects) JARPA Revision 2012.1 Page 15 of 16 I Part II-Authorizing Signatureb Signatures are required before submitting the JARPA package. The DARPA package includes the JARPA fohn, project plans, photos, etc. LhW 11 a. Applicant Signature (required) h I I certify that to the best of my knowledge and belief,the information provided in this application is true, complbte, and accurate. I also certify that I have thei authority to carry out the proposed activities, and l agree to start wibrk only after I have received all necessary P�rmits. this application to act on m I hereby authorize the agent named in Part 3 of pp y behalf in matters related to this application_ ltiai) By initialing here, I state that I have the authority to grant access to the property. I also give my consent to thle permitting agencies entering=theperty'whare the project is located to inspect the project site or any work 1related to the project. �ao i ROBERT B.MURNEN ( —'� /�4 3 Applicant Printed Name ( Applicant Signature Date 11 b. Authorized Agent Signature (mil I certify that to the best of my knowledge and belief, the information provided in this application is true, compete, and accurate. I also certify that I have the authority to carry out the pro d activities and I agree to start vv6rk only after all necessary permits have 15667odl Derek Randles / Authorized Agent Printed Name Authorized Agent ignature Date 11 C. Property Owner Signature(if not a piicaant). LbCd Not required if project is on existin: rights-of-way or easements. 1 consent to the permitting agencies entering the property where the project is located to inspect the project Mite or any work. These inspections shall occur at reasonable times and, if practical, with prior notice to the landowner. Robert B Murnen.. i Property Owner Printed Name Property Owner Signature Date 18 U.S.0§1001 provides that:Whoever,in any m anner within the jurisdiction of any department or agency of the United States knoliingly falsifies,conceals,or covers up by any trick,sche ne, or device a material fact or makes any false,fictitious,or fraudulent statements;or representations or makes or uses any false writirK or document knowing same to contain any false,fictitious,or fraudulent statemenk or entry,shall be fined not more than$10,o0o or imp ned not more then S years or both. If you require this document in another format, corftact the Governor's Office of Regulatory Assistance(ORA)at(800)917-0043. J People with hearing loss can call 711 for Washington Relay Service.People with a speech disability can call(877)833-0341. ORA publication number, ENV-0119-09 rev.W12', I