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Home My WebLink AboutSHX2013-00012 JARPA Replacement Culvert - SHX Permit / Conditions - 3/29/2013 srgT 5/501 - 5� ' OA ,��— ' MASON COUNTY yoN Fo �P C DEPARTMENT OF COMMUNITY DEVELOPMENT o s o = Planning Division ►- o N z P O Box 279, Shelton, WA 98584 T N Y oy (360)427-9670 J � 1864 Exemption from Shoreline Management Act Case No.: SHX2013-00012 Substantial Development Permit Requirement The Proposal By: WA DEPT OF FISH AND WILDLIFE 600 CAPITOL WAY NORTH OLYMPIA, WA 98501 To undertake the following development: Replacement of 18-inch culvert with 54-in. culvert in Haven Lake access parking area, to provide access to nearby backwater area for resident and migrating fish species. Within Haven Lake 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: 3/29/2013 Expires: 3/29/2015 Authorized Local Government Official cc: APPLICANT WDFW USACOE WDOE TRIBAL COUNCIL MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Courthouse Annex P.O.Box 279,Shelton,WA 98584 (360)427-9670 SHORELINE PERMIT APPLICATION PERMIT NO. SHORELINE SUBSTANTIAL DEVELOPMENT SHORELINE VARIANCE DATE RECEIVED SHORELINE CONDITIONAL USE SHORELINE EXEMPTION _ The Washington State Shoreline Management Act (RCW 90.58) requires that substantial developments within designated shorelines of the state comply with its administrative procedures(WAC 173-14)and the provisions of the Mason County Shoreline Management Master Program.The purpose of this Act and local program is to protect the state's shoreline resources. The program requires that substantial development(any development of which the total cost or fair market value exceeds$5,000.00 or materially interferes with the normal public use of the water or shorelines of the State be reviewed with the goals,polices,and performance standards established in the Master Program. Answer all questions completely. Attach any additional information that my further describe the proposed development. Incomplete applications will be returned..( ,.t APPLICANT: l�l A la* p1,_�1115.�'�1,� Y-u 1I IJ 1r�p— ADDRESS: �QD� C�LTIJI INl3 IWrti rl _ _ Dl Ire street) WA 9$5I (city) (state) (zip) TELEPHONE: 9 3toO-q6 q�-839 a (home) //�� (business) l�1"�AUTHORIZED REPRESENTATIVE: as bnweLim, ADDRESS: (street) (city) (state) (zip) TELEPHONE: PROPERTY DESCRIPTION: General location(include property address,water body and associated wetlands—identify the name of the � }51�Or21 Ilrle, n� t�auefl LO�C.� Legal description (include section, township, and range to the nearest quarter, quarter section or latitude and longitude to the nearest minute. Projects located in open water areas away from land shall provide a longitude location)—include all parcel numbers: T a3N • Raw ; 53o 3 2330-5 0- 0040,- OWNERSHIP: Contract Applicant jpppl �� licApplicantOwwnner Lessee Purchaser (Identify) Other L4Il N .ca-� st ShrAton ' 9 k 5 S q (city) (state) (zip) DEVELOPMENT DESCRIPTON Development(identify and describe the proposed project,including the type of materials to be used,construction methods,principle dimensions,and other pertinent information): RLDI&urn a ux�deXStred adve_✓t with a 5W' )o eAutyalut corruoa-&Asterl �ro�art h.the arch wlll a horrtoc�e�'1e0U5 sMrambed s edcmonk m rX. wrf�1 lara�,�' Yol k. loan As. G-liana mix t)TQds IR�aSt cut yeAt*g S WI I ia" a,t l �� ie, r�tcLce d I n i d.rl v�w—4 se I enh y current of property with exis Improvements: 'PA1911C A r of -Flow Lia I Reason for requesting development: RQka-C ,na nfn UnALVStZed bkvUt ( IS") torah 0. sulfa lnk ,�n pu---, lol e C►.�.4 y t(S y" ."Tl�e C t c..lyert t a1s� n&5t nQ ACKOWLEDGEMENT I hereby declare,to the best of my knowledge and belief,the forgoing information and all attached information is true correct o� (applican thorized represe tive) (dale) .■.■■■■...................■■.■..■.■■■■.■.■■■■..■...■.■........■..■...■.■■..■... TO BE COMPLETED BY LOCAL OFFICIAL Identify and describe existing features of the site and surrounding area: If proposed structures will exceed a height of 35 feet above the existing grade level,indicate the location of any residential units that will have an obstructive view: If a Conditional Use or Variance is requested,make reference to the appropriate section in the Master Program: REVISED: 06-25-03 --------------------------------------- AGENCY USE ONLY mDate received: WASHINGTON STATE US Army Corps of of Engineers• Seanle OistnCt i ��j�'^ �`��i� Joint Aquatic Resources Permit Agency reference#: hJ , Application (DARPA) Form'°2 Tax Parcel#(s): USE BLACK OR BLUE INK TO ENTER ANSWERS IN THE WHITE SPACES BELOW. •-------------------------------------- Part 1—Project Identification 1. Project Name (A name for your project that you create. Examples:Smith's Dock or Seabrook Lane Development) [hejpj Haven Lake Culvert Replacement Part 2—Applicant The person and/or organization responsible for the project. [help] 2a. Name (Last, First, Middle) Washington State Fish and Wildlife 2b. Organization(If applicable) Washington State Fish and Wildlife 2c. Mailing Address (Street or PO Box) 600 Capitol Way North 2d. City, State, Zip Olympia WA. 98506 2e. Phone(1) A Phone(2) 2g. Fax 2h. E-mail (360 ) 902 8392 ( 360 ) 902 - 8300 ( 360) 902 8367 Chris.Gourley@dfw.wa.gov Additional forms may be required for the following permits: • If your project may qualify for Department of the Army authorization through a Regional General Permit(RGP),contact the U.S.Army Corps of Engineers for application information(206)764-3495. • If your project might affect species listed under the Endangered Species Act,you will need to fill out a Specific Project Information Form(SPIF)or prepare a Biological Evaluation. Forms can be found at http://www.nws.usace.army.mil/PublicMenu/Menu.cfm?sitename=REG&pagename=mainpage ESA • 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/larpa jarpa form/9984/larpa form.aspx. For other help,contact the Governor's Office of Regulatory Assistance at 1-800-917-0043 or help(o)ora.wa.gov. JARPA Revision 2012.1 Page 1 of 14 I Part 3—Authorized Agent or Contact Person authorized to represent the applicant about the project. (Note: Authorized agent(s) must sign 11 b of this application.) [help] 3a. Name (Last, First, Middle) Gourley, Chris, L. 3b. Organization (If applicable) Washington State Fish and Wildlife 3c. Mailing Address (street or Po Box) 600 Capitol Way North 3d. City, State, Zip Olympia, WA. 98501 3e. Phone(1) 3f. Phone(2) 3g. Fax 3h. E-mail ( 360) 902 8392 (360) 902 8300 (360) 902 - 8367 Chris.Gourley@dfw.wa.gov 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. [help] ❑ Same as applicant. (Skip to Part 5.) ® Repair or maintenance activities on existing rights-of-way or easements. (Skip to Part 5.) ❑ There are multiple 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) Mason County 4113. Organization (If applicable) Mason County 4c. Mailing Address (street or Po Box) 411 N. 51h St. 4d. City, State, Zip Shelton, WA 98584 4e. Phone(1) 0. Phone(2) 4g. Fax 4h. E-mail (360) 427-9670 (360) 902 8367 JARPA Revision 2012.1 Page 2 of 14 Part 5—Project Location(s) Identifying information about the property or properties where the project will occur. [help] ❑ 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.) [help] ❑ 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.) hel_] Haven Lake Dr. 5c. City, State, Zip(If the project is not in a city or town, provide the name of the nearest city or town.) [help] Tahuya, WA 98588 5d. County [help] Mason 5e. Provide the section, township, and range for the project location. [help] '/< Section Section Township Range 30 23N 2W 5f. Provide the latitude and longitude of the project location. [help] • Example:47.03922 N lat./-122.89142 W long. (Use decimal degrees-NAD 83) 47.45724895 Latitude /-122.9772436 Longitude 5g. List the tax parcel number(s)for the project location. [help] • The local county assessor's office can provide this information. 22330-50-00407 5h. Contact information for all adjoining property owners. (If you need more space, use JARPA Attachment C.) [help] Name Mailing Address Tax Parcel # (if known) Richard Frank Lorenz 2503 Lincoln St SE 22330-50-00069 Olympia, WA 98501 Herbert and Nancy Criss 13562 Coho Run NW 22330-50-00068, Bremerton, WA 98312 22330-50-00067 Martin Voigt 733 SW Winter Springs Lane 22330-50-00066 Port Orchard, WA 98367 David and Donna Butts 11200 Olympic View Rd NW 22330-50-00065 Silverdale, WA 98383 JARPA Revision 2012.1 Page 3 of 14 5i. List all wetlands on or adjacent to the project location. [help] There are no wetlands present on or near the site. 5j. List all waterbodies (other than wetlands) on or adjacent to the project location. [help] Haven Lake is on the project site. 5k. Is any part of the project area within a 100-year floodplain? h[ eM ® Yes ❑ No ❑ Don't know 51. Briefly describe the vegetation and habitat conditions on the property. [help] The vegetation on the site consists of mainly red alder, big leaf maple, and cottonwood, as well as understory plants including salmonberry and buttercup. The creek that leaves the property provides fish habitat and is well shaded by an established overstory. The site is a graveled parking lot with a vault toilet. The area that drains through the culvert to be replaced is a possible high water refuge for juvenile salmonids. 5m. Describe how the property is currently used. [_help] The property provides public access to Haven Lake with a primitive gravel boat launch. There is ample parking for passenger cars and trailers and an ADA vault toilet available on-site. 5n. Describe how the adjacent properties are currently used. hei Adjacent properties consist of private home sites and undeveloped lots. The properties to the east are undeveloped. The lake has many homes with floats and there is a dam at the southwest portion of the lake. 50. Describe the structures (above and below ground) on the property, including their purpose(s) and current condition. Lheip] This site has a gravel boat ramp, established gravel parking area, and a vault toilet. The culvert that currently is under the road is 18" in diameter and the underside is rusting out. There is a dam on the site and the stop logs can be placed and removed as necessary to maintain water levels in the lake and the creek. The dam can alter the habitat in the stream, drying it up if too many stop logs are left in during periods of low precipitation. 5p. Provide driving directions from the closest highway to the project location, and attach a map. [help] From 1-5, take exit 104 onto Hwy 101 North and exit on WA-3 N/SE Olympic Hwy South. Continue on WA 3 and turn left onto Ne Old Clifton Rd. Continue onto WA-300 W. Continue onto NE North Shore Rd and turn right onto NE Belfair Tahuya Rd. Keep right at the fork and onto NE Haven Way. Take a slight left on NE Haven Lake Dr. Part 6—Project Description 6a. Briefly summarize the overall project. You can provide more detail in 6b. [help] JARPA Revision 2012.1 Page 4 of 14 Part 11—Authorizing Signatures Signatures are required before submitting the JARPA package. The JARPA package includes the JARPA form, project plans, photos, etc. [help] 11a. Applicant Signature (required) [help] 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 [help] 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. / �0 '4-lp Authorized Agent Printed N me Authorize ent Signature Date_ 11c. Property Owner Signature (if not applicant). [help] 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. r / t Property Owner Printed Name Propeify OWper 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)at(800)917-0043. People with hearing loss can call 711 for Washington Relay Service. People with a speech disability can call(877)833-6341. ORA publication number: ENV-019-09 rev.06-12 JARPA Revision 2012.1 Page 14 of 14 unless your project qualifies for an exemption or alternative payment method below. Do not send cash. Check the appropriate 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 # 85608 ) ❑ Mineral prospecting and mining. ❑ Project occurs on farm and agricultural land. (Attach a copy of current land use classification recorded with the county auditor, or other proof of current land use.) ❑ Project is a modification of an existing HPA originally applied for, prior to July 10, 2012. (HPA # ) Washington Department of Natural Resources: ❑ Aquatic Use Authorization Complete JARPA Attachment E and submit a check for$25 payable to the Washington Department of Natural Resources. Do not send cash. Washington Department of Ecology: ® 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 13 of 14 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. [help] Chum, coho, rainbow trout, cutthroat trout, and steelhead trout may be affected as they migrate through the area. All precautions will be taken to minimize these impacts by following work windows and isolating the area during low flow times. Palustrine wetlands occur within one mile of the project site but are at least 0.8 miles from the site. They will not be affected as the project area is small and concentrated. No other species or habitats are noted on the WDFW PHS system within one mile of the project work area. 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 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.) [help] • 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 1 Ob.)[help] ❑ 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 —Attach Exemption Form Effective July 10, 2012, you must submit a check for$150 to Washington Department of Fish and Wildlife, JARPA Revision 2012.1 Page 12 of 14 ® Yes ❑ No ❑ Not applicable 9f. If the project is within the jurisdiction of the Shoreline Management Act, what is the local shoreline environment designation? [help] • 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 designations.htm1. ❑ Rural ❑ Urban ❑ Natural ❑ Aquatic ❑ Conservancy ® Other: Urban Residential 9g. What is the Washington Department of Natural Resources Water Type? [help] • Go to http://www.dnr.wa.gov/BusinessPermits/Topics/ForestPracticesApplications/Pages/fp watertypinq aspx for the Forest Practices Water Typing System. ® Shoreline [_1 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? [help] • If No, provide the name of the manual your project is designed to meet. ® Yes ❑ No Name of manual: Western Washington Stormwater Manual 9L Does the project site have known contaminated sediment? hel • If Yes, please describe below. ❑ Yes ® No 9j. If you know what the property was used for in the past, describe below. Letp] The property belongs to Mason County. An agreement was signed with WDFW in 1956 that allows WDFW to maintain the site and apply for permits as needed. 9k. Has a cultural resource (archaeological) survey been performed on the project area? [helpj • If Yes,attach it to your JARPA package. ❑ Yes ® 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. [helms] There are three threatened plant species in Mason County: Pacific lanceleaved springbeauty (Claytonia multiscapa pacifica), water lobelia (Lobelia dortmanna), and Adder's-tongue (Ophioglossum pusillum). Northern spotted owl (Strix occidentalis caurina), marbled murrelet (Brachyramphus marmoratus), and bull trout (Salvelinus confluentus) are listed as threatened species in Mason County. Streaked horned lark (Eremophila alpenstris strigata) is proposed threatened and Shelton pocket gophers (Thomomys mazama couchi) are a candidate species. Puget Sound Chinook, Hood Canal Summer-run chum, and Puget Sound steelhead are all threatened salmonids. Puget Sound coho are a species of concern. JARPA Revision 2012.1 Page 11 of 14 9a. If you have already worked with any government agencies on this project, list them below. [heV] Agency Name Contact Name Phone Most Recent Date of Contact WDFW Gloria Rogers (360) 249-1293 09/21/2012 USACE Darren Habel (206) 764-6883 09/21/2012 Mason County Genie McFarland ( 360) 427-9670 x 284 03/01/2013 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? [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.gov/programs/wq/303d/. ® Yes ❑ No Listing ID Waterbody Medium Parameter 2012 Category 51553 HAVEN LAKE Tissue 2,3,7,8-TCDD 1 51606 HAVEN LAKE Tissue 2,3,7,8-TCDD TEQ 2 51665 HAVEN LAKE Tissue 4,4'-DDD 1 51726 HAVEN LAKE Tissue 4,4'-DDE 1 51786 HAVEN LAKE Tissue 4,4'-DDT 1 51908 HAVEN LAKE Tissue Alpha-BHC 1 51969 HAVEN LAKE Tissue Beta-BHC 1 52030 HAVEN LAKE Tissue Dieldrin 1 52087 HAVEN LAKE Tissue Endosulfan 1 1 52133 HAVEN LAKE Tissue Endosulfan II 1 52182 HAVEN LAKE Tissue Endosulfan Sulfate 1 52242 HAVEN LAKE Tissue Endrin 1 52302 HAVEN LAKE Tissue Endrin Aldehyde 1 52362 HAVEN LAKE Tissue Gamma-bhc (Lindane) 1 52423 HAVEN LAKE Tissue Heptachlor 1 52484 HAVEN LAKE Tissue Heptachlor Epoxide 1 52544 HAVEN LAKE Tissue Hexachlorobenzene 5 52605 HAVEN LAKE Tissue Mercury 1 52662 HAVEN LAKE Tissue PCB 5 52725 HAVEN LAKE Tissue Total Chlordane 1 9c. What U.S. Geological Survey Hydrological Unit Code (HUC) is the project in? [help] • 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? [help] • Go to http://www.ecy.wa.gov/services/gis/maps/wria/wria.htm to find the WRIA#. 15 9e. Will the in-water construction work comply with the State of Washington water quality standards for turbidity? hel • Go to http://www.ecy.wa.gov/programs/wq/swgs/criteria.html for the standards. JARPA Revision 2012.1 ' Page 10 of 14 8d. Summarize what the mitigation plan is meant to accomplish. Describe how a watershed approach was used to design the plan. • If you already completed 7g you do not need to restate your answer here. [help] N/A 8e. Summarize impact(s) to each waterbody in the table below. [help] Activity (clear, Waterbody Impact Duration of Amount of material Area (sq. ft. or dredge, fill, pile name' location impact3 (cubic yards) to be linear ft.) of drive, etc.) placed in or waterbody removed from directly affected waterbody Streambed Haven In/adjacent Permanent 2 Approx. 80 linear material (fill) Lake/side feet channel Culvert removal Haven In/adjacent Permanent 2 Approx. 60 linear Lake/side feet channel If no official name for the waterbody exists,create a unique name(such as"Stream 1")The name should be consistent with other documents provided. 2 Indicate whether the impact will occur in or adjacent to the waterbody. If adjacent,provide the distance between the impact and the waterbody and indicate whether the impact will occur within the 100-year flood plain. 3Indicate the days,months or years the waterbody will be measurably impacted by the work. Enter"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. [help] The streambed material will be placed within the culvert at 16" depth. Larger rocks (see plans for rock specifications) will be placed at each end as a gravel pad, extending 8 feet from the end of the culvert. The same sized rock will be used to install rock bands within the culvert to hold smaller gravels in place. Streambed gravels will be sourced from local quarries when possible to match upstream material. 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] The removal of all materials will be conducted with excavators and shovels. All excavated materials that are not suitable for re-use (culvert and native soils and fill) will be hauled off-site to an approved disposal site. 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 Revision 2012.1 Page 9 of 14 J. 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] 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.) rheM ® 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. Lhelpl ❑ Not applicable The project will limit the footprint of impact on the site. The designated work window will be adhered to as well to reduce impacts on fish present in the system. Work will be completed in a timely manner to ensure a minimal impact on any species present. The culvert primarily provides a pathway for high waters into an area other than the lake. The project work will be conducted during times of low water when the culvert will not be inundated with water. The cofferdams will be a precaution only. Temporary erosion and sediment control measures will be used during construction. During construction, any machines entering the water will be limited to track height. Staging and refueling of machines will be conducted out of the work area with non-toxic lubricants. At project conclusion, all BMP materials will be removed by hand and taken to an approved disposal site out of the flood zone. All work will be done in accordance with the terms and conditions of required permits. Please see site drawings for additional details. 8b. 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? Lhelp] • 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 The work is a maintenance activity to replace the culvert and also serves as a fish habitat enhancement project for backwater areas for juvenile salmonids. The work will be of short duration and will not reduce the current habitat or degrade conditions. JARPA Revision 2012.1 Page 8 of 14 7e. Have the wetlands been rated using the Western Washington or Eastern Washington Wetland Rating System? �he_lp] • 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? [help • 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 7g. Summarize what the mitigation plan is meant to accomplish, and describe how a watershed approach was used to design the plan. [help] 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. [help] 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: 7L For all filling activities identified in 7h, describe the source and nature of the fill material, the amount in cubic yards that will be used, and how and where it will be placed into the wetland. h[�pel ] JARPA Revision 2012.1 Page 7 of 14 A temporary cofferdam will be installed at each end of the culvert and a sandbag diversion berm will be placed around the perimeter of the work area. The culver will be removed with an excavator and hauled off-site to an approved disposal site. A hole will be excavated that is of proper dimensions to install the new 54" culvert and pipe bedding will be placed. Backfill per the WSDOT spec 9-3.12(3)will be placed and 4" crushed surfacing top course will be replaced for the driving surface. Streambed sediment mix will be well graded and this material will be placed at both ends of the culvert to constitute the gravel mix pad as outlined in the plans. Please see site drawings for more specific information. 6f. What are the anticipated start and end dates for project construction? (MonthNear) [help] • 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: 07/16/13 End date: 10/30/13 ❑ See JARPA Attachment D 6g. Fair market value of the project, including materials, labor, machine rentals, etc. help] $60,000 6h. Will any portion of the project receive federal funding? [he] • If yes, list each agency providing funds. ❑ Yes ❑ No ❑ Don't know Part 7—Wetlands: Impacts and Mitigation ❑ Check here if there are wetlands or wetland buffers on or adjacent to the project area. (If there are none, skip to Part 8.)[help] 7a. Describe how the project has been designed to avoid and minimize adverse impacts to wetlands. [help] ❑ Not applicable 7b. Will the project impact wetlands? [help] ❑ Yes ❑ No ❑ Don't know 7c. Will the project impact wetland buffers? [help] ❑ Yes ❑ No ❑ Don't know 7d. Has a wetland delineation report been prepared? [help] • If Yes, submit the report, including data sheets,with the JARPA package. ❑ Yes ❑ No JARPA Revision 2012.1 Page 6 of 14 This project will replace a culvert on the east side of the lake that is located under a gravel driveway that leads to trailer and vehicle parking. The culvert serves as an overflow for the lake and waters routinely pool in low regions, supplying habitat for juvenile salmonids. The culvert will be replaced with a 54" equivalent galvanized corrugated steel pipe arch and the parking area will be graded. 6b. Describe the purpose of the project and why you want or need to perform it. [help] The culvert under the parking area is undersized (18") and rusting out in the bottom. This project will replace the culvert with a larger and more passable culvert, allowing a proper flow between the lake and the overflow area. 6c. Indicate the project category. (Check all that apply) hel ® Commercial ❑ Residential ❑ Institutional ❑ Transportation ❑ Recreational ❑ 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 ❑ Road ❑ Boat Launch ❑ Ditch ❑ Land Clearing ❑ Scientific Measurement Device ❑ Boat Lift ❑ Dock / Pier ❑ Marina / Moorage ❑ Stairs ❑ Bridge ❑ Dredging ❑ Mining ❑ Stormwater facility ❑ Bulkhead ❑ Fence ❑ Outfall Structure ❑ Swimming Pool ❑ Buoy ❑ Ferry Terminal ❑ Piling/Dolphin ❑ Utility Line ❑ Channel Modification ❑ Fishway ❑ Raft ❑ Other: 6e. Describe how you plan to construct each project element checked in 6d. 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 floodplain. JARPA Revision 2012.1 Page 5 of 14 WASHINGTON DEPARTMENT OF FISH AND-WILDLIFE HAVEN LADE CUL VERT REPLA CEMENT ABBREVIATIONS ALUM — ALUMINUM MN.A 3 0 1 • 12— 1/// L — ANGLE APPROX.— APPROXIMATELY BM — BENCH MARK BO — BLOWOFF VALVE CL — CENTERLINE CLR. — CLEARANCE COMM. — COMMUNICATION CONC — CONCRETE CSBC — CRUSHED SURFACING BASE COURSE CSTC — CRUSHED SURFACING TOP COURSE CSWPPP— CONSTRUCTION STORMWATER POLLUTION VERTICAL DA T UM PREVENTION PLAN INDEX 0 — DIAMETER DI — DUCTILE IRON SHEET NO. ASSUMED ELEVATION OF 100' AT DR — DIMENSION RATIO CONTROL POINT 1 (SEE SHEET 2 EX — ELEVATION EX — EXISTING FAB — FABRICATED CIVIL OF 5) F.B. — FLAT BAR 1. COVER SHEET F.C. — FISH CONDUIT 2. EXISTING SITE AND VICINITY MAP GALV — GALVANIZED 3. GENERAL NOTES GA. — GAUGE HOPE — HIGH DENSITY POLYETHYLENE PIPE 4. GRADING, DRAINAGE AND TESC PLAN HGL — HYDRAULIC GRADE LINE 5. CULVERT PROFILE AND DETAILS ID — INSIDE DIAMETER BASISOF BEARINGS IPS — IRONR PIPE ESIZEON LG — LONG 1981 DEPT. OF GAME SURVEY MAX — MAXIMUM M.B. — MACHINE BOLT MFG. — MANUFACTURER'S MIN — MINIMUM MISC. — MISCELLANEOUS MOD. — MODEL OC — ON CENTER OHW — ORDINARY HIGH WATER OSB — ORIENTED STRAND BOARD OD — OUTSIDE DIAMETER P — ASPHALT CONCRETE PAVEMENT SHEET SYMBOLS PCCCC — POINT OF COMPOUND CURVATURE PI — POINT OF INTERSECTION PL — PLATE DETAIL DESIGNATION PRC — POINT OF REVERSE CURVATURE i PT — POINT OF TANGENCY 3 5 REO'D — REOUIRED SHEET CALLED FROM SHEET LOCATED ON SEC. — SECTION SEG — SEGMENT S.F. — SOUARE FEET a DETAIL SHT. — SHEET SPECS. — PROJECT SPECIFICATIONS m S.S. — STAINLESS STEEL A SECTION DESIGNATION STA. — STATION STL — STEEL Z TESC — TEMPORARY EROSION AND y SHEET CALLED FROM SHEET LOCATED ON SEDIMENTATION CONTROL j TS — STRUCTURAL TUBING SEC TI TYP — TYPICAL UGE — UNDERGROUND ELECTRICAL t UGT — UNDERGROUND TELEPHONE W.S. — WATER SURFACE E L'J LpJ IZyJ GI WDFW — WASHINGTON DEPARTMENT OF FISH g FISH AND WILDLIFE NOTE REFERENCE REFERENCE DESIGNATION TO NOTE $ APPEARING ON SAME SHEET a° c i o PROJECT NO. oR MN:A301:12-1 SHEET OF 1 5 NE 1 LAKE AD pOAT AAMW AD 4 E..E Tsow I I SITE , HAVEN LAKE TA A CONTROL PNT. 1 BOAT LAUNCH i WDFW REBAR WITH 3j CAP ELEV?1 0 OOALASSUMED t36" WIDE FOOTBRIDGE FOR AUTHORIZED PERSONNEL CROSSING a 1 E 10000.094 I w/ FENCED CONCRETE BULKHEAD ON EITHER SIDE WOOD SHED NE FAw TAMIrA m GRASS ISLAND }p� 18" CULVERT / \\ b I " yb y / PROJECT AR qo HOOD CANAL i 60" CULVERT LOCAL VICINITY MAP / , / / / / NOT TO SCALE / / I O / P SET . n T / X / GRAVEL PARKING AREA SITE CONTROL PINT. 2 i WDFW REBAR WITH 2 1/2" ALUM. CAP O-ZiP / / ELEV. .913 ' Are / / N 10064.74 - ef E 1004.743 � i / RESTROOM AND PARKING STALL i BRUSH LINE VICINITY MAP NOT TO SCALE / SITE LOCATION U STATE MAP OT O SC ENG SITE PLAN NOT TO SCALE rc a ' 9 D 1' HAVEN LAKE PROJECT NO. ,mY BAR MEASURES=m� CULVERT REPLACEMENT WASHINGTON STATE ONE LNDRAWINGS MN:A301:12-1 k: 2407 E'b'A 3lSE S6BBL Sute Kb SW DATE REVISION DESCRIPTION By S,A,K SHEET OF I F�, "'9'°' DEPARTMENT OF FISH AND WILDLIFE a n, a � ��D AND RELEASED FOR CONSTRUCTION �W SIVK EXISTING SITE �' � 2 5 spabpupP° a.cfE.+cER a>E_ auww�* uR AND VICINITY MAP 6 u vaacaAu M1E: M1E 12/07/2012 GENERAL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY,A PRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN THE COUNTY, WDFW AND THE CONTRACTOR. 2. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. GRADING ACTIVITIES (SITE ALTERATION)ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND 10 A.M.TO 5 P.M. ON SUNDAY. UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE REVIEWING AGENCY. 4. IT SHALL BE THE APPUCAFI7'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 5. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT,FLAGGERS.AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH,AND SAFETY OF THE PUBLIC,AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR.ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL APPLY. WORK IN RIGHT-OF-WAY IS NOT AUTHORIZED UNTIL A TRAFFIC CONTROL PLAN IS APPROVED BY MASON COUNTY. SURVEY NOTES: 1.BASE MAP HAS BEEN DEVELOPED FROM TOPOGRAPHIC SURVEY PERFORMED BY WASHINGTON DEPARTMENT OF FISH AND WILDLIFE. UTILITY NOTES: 1.IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS,THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANCED CONDITIONS HAVE BEEN EVALUATED. 2.THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINE CONDUITS OR PIPELINES SHOWN AND ANY OTHER IN-SERVICE LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 3.CALL THE UNDERGROUND LOCATOR LINE(I-800-424-5555)A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. STOWWATER NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH MASON COUNTY STANDARDS, WASHINGTON DEPARTMENT OF FISH AND WILDLIFE STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APMA). 2. TEMPORARY EROSION/WATER POLLUTION PREVENTION MEASURES SWILL BE REQUIRED IN ACCORDANCE MATH WSDOT SECTION 1-07.15,AS MODIFIED BY THE APWA SUPPLEMENT, OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS. 3. ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION. GENERAL EXCAVATION NOTES 1. THE EXISTENCE. LOCATION AND CHARACTERISTICS OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID UTILITY INFORMATION. THE CONTRACTOR SHALL POTHOLE OR OTHERWISE CONFIRM CONDITIONS. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANCED CONDITIONS HAVE BEEN EVALUATED. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL 2 WORKING DAYS BEFORE DIGGING 1-800-424-5555. 8 u m b L U U U yE� b C 2 $ u$� o HAVEN LAKE PROJECT NO. m �A>JP BAR MEASURES MN:A301:12-1 m ONE ON �,..I� 5 WASHINGTON STATE ORIGINAL DRAWINGS R .I CULVERT REPLACEMENT 2407 Norm 3W Street.Sure 00 r: SYM DATE REVISION DESCRIPTION BY SOUK SHEET OF Tacma We.IrIMVn 98407 z/s( °`�`"`°W GENERAL NOTES a `�'�-&W DEPARTMENT OF FISH AND WILDLIFE ��, ;� ��x APPROVED AND RELEASED FOR CONSTRUCTION CHECKED IN SWK 3 5 Fox W53P 3%-0@ `6�N�ETyG� CHIEF ENGINEER DATE: DRAIN W CJR a P DATE: DATE 12/07/2012 HAVEN LAKE NOTES. 1. ADJUST GRADE AS SHOWN ON THIS PLAN AND IN PROFILE ON SHEET 5. 2 GRADING BETWEEN CONTOURS SHALL BE STRAIGHT GRADED LEGEND: N 9919.78 E 10066.38 ' 101 EXISTING CONTOUR OHW = 99.13' T INSTALL TEMPORARY 4 S COFFERDAM. -i9>-� PROPOSED CONTOUR PROJECT BOUNDARY PR07ECT SLOPES DURING CONSTRUCTION GRAVEL MIX PAD PER SWPPP AND TESC--------- MONITOR DOWNSTREAM EXISTING CRASS ISLAND PROTECT PLACE \ :I?. TURBIDITY DURING THE o EXISTING TREES OUTSIDE _� CONSTRUCTION, PER SWPPP EXCAVATION LIMIT X AND AND TESC / __W*-EOUIVALENT CORRUGATED STEEL \ PIPE ARCH. IE=96.74 \ SALVAGE EXISTI`CONCRETE / \ ,\ REMOVE AND DISPOSE POST AND REPLACE BEFORE / EXISTING 18"CMP PROJECT COMPLETION .,r/ 7 EXISTING FENCED -60 LF 02.085 CONCRETE BULKHEAD INSTALL NEW 54'0 / /g EOUNALENT,CQRRVGATED._,�_ /A S FCOW O/R STEEL PIPE ARCH / x Q7 2 SANDBAG DIVERSION BERM // / \ A07 I \ �_ 4 $ (TYP) N OM56 E 10008.1254'0 EQUIVALENT CORRUGATED STEEL PIPE ---- EXISTING STREAM "- ARCH. IE-97.99 SITE.ACCESS ROAD .REMOVE AND DISPOSE / / // 1 E�10101�2 •OF EXISTING 18-CMP- / - IE 99.52 / PROTECT-IN-PLACE EXISTING CONCRETE POSTS, %/ I\• J PROTECT-IN-PLACE -x. // BLOCKS & STANDPIPE / EXISTING TREES OUTSIDE / '�• EXCAVATION LIMB E PROTECT SLOPES "N 9853,20 / DURING CONSTRUCTION E 9981.0581.05 / PER SWPPP AND TESC `C-.RJ1VEL yNX / PAD PROTECT-IN-PLACE `61 ' \ /% EXISTING TREES OUTSIDE EXCAVATION LIMIT ' EXISTING VEGETATION N 9a34.69 E 10064.13 SANDBAG DIVERSION BERM (TYP) TO BE INSTALLED,ONLY IF DISTURBED AREA IS AT RISK/OF EROSION FROM 4 $ GINSTALL TEMPORARY J _ STORMWATER"-ON COFFERDAM N 9921.75J E'10013.43 /,✓ � � EwsnNc GRAVEL PARKING AREA LIMIT j LINE.�� /�, i��• io • GRAVEL PARKING AREA ` \ VO EXISTING CREEK i O CONTROL POINT 2 j /•-_j `OR �� ,WDFW RESAR WITH 2 112'ALUMINUM CAP ELEV. I05:81 N 9809.013 is E 10064.743 F,R r GRAPHIC SCALE u' Ex471NG VEGETATON J l \ 10 5 10 20 20 1 Inch 10 1 M1 SITEPLA_N — CULVERT REPLACEMENT r x mpg 3> O 1_ BAR MEASURES HAVEN LAKE PROJECT NO. ff,*W�.'EnD S WASHINGTON STATE ORONAL"DRAWON NGS CULVERT REPLACEMENT MN:A301:12-1 2 2407 Norm 315E SErseL Swe 100 5YM DATE REVISION DESCRIPTION Br a{ T'Cp1e'weon+gtm 9B407 .�2�5�,9, APPROVED AND RELEASED FOR CON57RlIC1A)N °` 'E°ET SINK GRADING, DRAINAGE AND TESC PLAN SHEET of a DEPARTMENT OF FISH AND WILDLIFE , Q � CHIEF ERfWEER pAiE: ORnwNEB GJRK 4 5 .. Fox E2531 396.062 n x PRW" am: LATE 12/07/2012 NOTES: 110 110 1. HOMOGENEOUS STREAMBED SEDIMENT MIX SHALL BE WELL GRADED TO MINIMIZE PERMEABILITY. COMPOSITION SHALL BE SAME AS UPSTREAM MATERIAL. IF UPSTREAM MATERIAL IS NOT AVAILABLE FOR BORROW, CONTRACTOR MAY USE SYNTHETIC STREAMBED SEDIMENT MIX SIMILAR TO UPSTREAM '. GRADATION, WHERE D. =1.25'AND 0„--3,25". 2. INSTALL ROCK BANDS AS SHOWN ON PROFILE To, 20' 20' 10' USING 3.25"-6.25"I ROCK MIX. 105 GRAVEL PARKING AT 105 3. INSTALL 54"*EOUNALENT GALVANIZED CSP ARCH 15"MINIMUM COVER EXISTING 18" PROPOSED GRADE AASHT AASHi6")WITH }`z 1'MINIMUM CORRUGATIONS PER CMP B O N36. EXISTING WETLAND/ GRAVEL PARKING AT INTERMITTENT CREEK BED EXISTING GRADE r) 5 4. PIPE BEDDING SHALL BE GRAVEL BACKFILL PER DOWNSTREAM TAILWATER WSDOT SPEC 9-3.12(3) GRAVEL MIX PAD. ------------- ELEV. 99.13 ——— ————————— —————— -- 5. BACKFILL SHALL BE PER WSDOT STD SPEC EXTEND 8'BEYOND END OF CULVERT. —————- -- --- 7-8.3(3). 12'DEPTH L EL 981.07 6. FOR TRENCHES 5' DEEP OR GREATER, OSHA t00 72'WIDTH 100 REOUIREMENTS SHALL BE FOLLOWED. SEE NOTE 7. � � , 7. INSTALL GRAVEL MIX PAD PER PLAN AND PROFILE. GRAVEL NIX PAD. USE 3.25'-6.25'I ROCK MIX. — EXTEND 8' BEYOND END OF.CULVERT. 12 DEPTH EL - 99.32 -60LF CORRUGATED STORM CULVERT PIPE ARCHO 2.08% 72 WIDTH ROCK BANDS (TYP SEE NOTE 7. IE - 97.99 OF 3). SEE NOTE 2 f TOP OF STREAMBED FILL TO NEW 5GAT DSTEELEQUIVALENT J CORRUGATED STEEL PIPE MATCH INVERT OF EXISTING IE - 96.74 95 ARCH. 14 GAUGE MIN. CULVERT 16" DEEP WELL GRADED SEE NOTE 3 95 HOMOGENEOUS STREAMSED SEDIMENT Mix.SEE NOTE 1 90 90 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 EQUIVALENT PIPE A 1' - 2.5'V a 5 HOSE SANDBAGS SHALL HAVE HOOKS IN ORDER TO SET IN PLACE USING NEW STEEL PIPE ARCH EQUIPMENT EX GRAVEL PARKING \ CULVERT INSTALL 4'z4' 'SUPER APPROX. SAND BAG"FILLED WITH GRAVEL AND SAND PER GEN—TEX GE OR EOUAL 4"CRUSHED SURFACING TOP COURSE. REPLACE IN KIND a _ o�oo�o% o/oo� oo�o o�o CONTRACTOR SHALL MONITOR TURBIDITY OF DOWNSTREAM DISCHARGE PER CONTRACT SWPPP. USE SUBMERSIBLE PUMP FOR DEWATERING WORK AREA AND PUMP � 0 TO DOWNSTREAM WRAP SANDBAGS IN VISOUEEN O O O O WATER BODY IN ORDER TO CREATE A SEALED COFFERDAM TEMPORARY FFERDAMT O O O O EXISTING GRADE NOT TO SCALE q 5 FLOWIAREA n EXISTING BOTTOM OF z u O O GRAVEL SURFACE LIMITS OR AS REQUIRED FILL WITH COMMON OVERLAP SANDBAGS p CHAN L FILL,SEE BORROW b BACKFILL NOTES 1 AND 2 O � O EXISTING NATIVE SOIL GRADE 9 54'I EOUNALENT - ARCH.CORR 1ATED STEEL PIPE O Q Q O DIRECTION OF ARCH.NOTE GAUGE MIN. FLOW SLOPE SEE NOTE 3. _ L_� C NOTES u' 1. SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC ARE a 'I FILLED WITH GRAVEL AND SAND. PIPE BEDDING. LAYERED AND PACKED TIGHTLY. c SEE NOTE a 12" 60" 12" 2. INSPECT BARRIERS AND REMOVE E EVENT. ENT AFTER EACH STORM DIVERSION DETAIL TI N — 4.0 EQUIVALENT PIP ARCH B N OW u a s No scAL 5 5 i U� 5L o 1 HAVEN LAKE PROJECT NO. E BAR MEASURES =a� L'�%l� T^o s WASHINGTON STATE ORGONE ICH ON NALNDRAWINGS CULVERT REPLACEMENT MN:A301:12-1 - 2407 T4 M 3W SEIIN.SuNB W SYM DATE REVISION DESCRIPTION BY TSCOma W&VwV0n 9W? �9. DESKP�ED Ir JLH SHEET OF tia{ Q' APPROVED AND RELEASED FOR CONSTRUCTION CULVERT PROFILE AND DETAILS a �M-OW DEPARTMENT OF FISH AND WILDLIFE °��, ;�� m SOUK Fa.E2531 396-062 ��NAL eN°� d WF EI EEA DATE: DRAIN, CJR 5 5 PROGF DAB: DATE 12/07/2012