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Home My WebLink AboutSDP2015-00014 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION WASHINGTON STATE SHORELINE MANAGEMENT ACT(RCW 90.58) PROPONENT: RICHARD A PATRICELLI TSTE LEAH JO PATRICELLI TSTEE 9502 PEACOCK HILL AVE GIG HARBOR WA 98332 DATE ISSUED: September 11, 2015 DATE EXPIRES: September 11, 2020 MLA NUMBER: MLA15-00051 CASE NUMBER:SDP15-00014 PROJECT PLANNER: Donna Frostholm PROJECT DESCRIPTION: Shoreline exemption for soft shore stabilization to protect existing house from erosion occurring due to high wave energy from the south. Stabilization will occur landward of OHWM and will trap existing drift logs to further minimize erosion. WATERBODY AND/OR ASSOCIATED WETLANDS: DABOB BAY PROJECT LOCATION: FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The proposal is to construct soft shore stabilization along Dabob Bay. A house currently exists on a parcel that has been eroding to a point where stabilization is needed to protect the house. The shoreline designation is conservancy above ordinary high water mark (OHWM) and is aquatic below OHWM. 3.) The proposed shoreline stabilization is above (landward of) the Federal Emergency Managemnt Agency (FEMA) Flood Insurance Rate Map (FIRM)flood boundary. 4.) The application was reviewed by the Jefferson County Department of Community Development staff for the potential presence of critical areas under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following critical areas were confirmed to be present on the subject property: geologically hazardous areas (unstable shoreline slope stability, seismic hazards, landslide hazard); fish and wildlife habitat conservation areas (potential habitat for listed species in marine water); aquifer recharge area (susceptible); and seawater intrusion protection zone (coastal). The proposal would not be affected by geologically hazardous areas; therefore, no geotechnical report was required. The applicant submitted a habitat management plan to address the fish and wildlife habitat conservation area. The proposal is not expected to affect aquifer recharge or seawater intrusion. 5.) Three reports were submitted by the applicant in support of the shoreline exemption application for soft shore stabilization: 1. Soft Shore Protection Project for Patricelli Property, Dabob Bay, prepared by Coastal Geologic Services, Inc (dated July 16, 2015). 2. Hydraulic Analysis of Anticipated Effects for Proposed Project at Patricelli Property, prepared by Coastal Geologic Services, Inc (dated July 17, 2015). 3. Patricelli Soft Shore Protection Project Habitat Management Plan, prepared by Marine Surveys& Assessments (July 22, 2015). 6.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 7.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 8.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 9.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 10.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy (Resolution 61-02, effective September 23, 2002)that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 11.) The applicant is proposing to create or add 832 square feet of impervious surface and the proposal will have approximately 4,000 square feet of land disturbing activities (including temporary alterations). JCC 18.30.060 and 18.30.070 requires the applicant to address clearing, grading, and stormwater management. This proposal meets the definition of a small project in the 2012 Stormwater Management Manual for Western Washington. Therefore, this proposal is required to comply with Minimum Requirement#2 of the stormwater manual. 12.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(2)(e). 13.) The site plan, as submitted with this shoreline exemption application on July 31, 2015 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated September 10, 2015 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 14.) This approval is for soft shore stabilization only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 15.) The parcel has been designated as rural residential one dwelling unit per ten acres (RR 1:10) under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 16.) The Development Review Division finds that this proposal is consistent with JCC 18.25.560(3)for Residential Bulkhead Construction under the Jefferson County Shoreline Master Program and is consequently exempt from the substantial development permit requirements. Exemptions from the substantial development permit requirements do not exempt a proposed development from compliance with the applicable policies and standards of the Shoreline Master Program or other applicable Federal, State, or local permit or license requirements. 17.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. Portions of Jefferson County, including marine environments are included as "critical habitat"for listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters -Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there -Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet(1/8th of a mile)of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take"and describes the possible legal consequences when a"take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/)to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species"taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. CONDITIONS: 1.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 2.) Prior to commencing development activity, proponent is responsible for informing the Washington Department of Fish and Wildlife (WDFW) in order for WDFW to determine whether this action is subject to the Washington State Hydraulic Code (Chapter 220-10 WAC). Hydraulic Project Approval (HPA) is required for all hydraulic projects, which are defined as construction or performance of other work that will use, divert, obstruct, or change the natural flow or bed of any of the salt or fresh waters of the state. 3.) In addition to Jefferson County permit conditions, the project proponent shall comply with all conditions set forth by the Washington Department of Fish and Wildlife through Hydraulic Project Approval (if required). 4.) Prior to commencing development activity, the proponent is responsible for informing the US Army Corps of Engineers (COE) in order for COE to determine whether a Department of the Army permit or review is required. Generally, review is required for construction and dredging in or around navigable waters of the US and for work or fill in hydrologically connected wetlands. Contact the US Army Corps of Engineers, Seattle District Regulatory Branch, PO Box 3755, Seattle WA 98124, (206) 764-3495, for more information. 5.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 6.) Construction shall be in substantial compliance with the site plan submitted on July 31, 2015 as it exists now or is hereafter amended by Jefferson County and/or the Washington Department of Ecology. 7.) Substantial progress towards completion of the project shall be performed within two years of the issuance of the permit. 8.) No fill or other material may be placed in the waters or intertidal areas of Jefferson County. 9.) The applicant shall implement the mitigation proposal, including but not limited to, installing 120 dunegrass (Leymus mollis) plants and removal of creosote piles. 10.) The applicant shall ensure the project engineering geologist is onsite during the initial phases of construction, include staking of the project area. The applicant shall ensure that no work(including temporary, construction-related activities)are not conducted waterward of the OHWM or within the FEMA FIRM mapped flood boudnary. 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During this time, please leave a message with Jodi and the reception phone if you cannot come into work. Planning Team: During this time, please sign your own permits after having a colleague proof read it. Any permits from Michelle will be signed by Colleen. Anything else needing signing should be able to wait until I return on Monday, Sept 21. Thanks, Carl ril( A 15'S Carl Smith, AICP tit U ��C ?V� Director, Department of Community Development )) Jefferson County 621 Sheridan Street Port Townsend, WA 98368 V. 360-379-4493 F: 360-379-4451 csmith©co.jefferson.we.us www.cojefferson.wa.us SAVE PAPER - Please do not print this e-mail unless absolutely necessary Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment it sbe is Env pfjP . � -- , , , s i c k Qloy, g p t JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ,,N,; 621 Sheridan Street, Port Townsend,WA 98368 I Web:www.co.Jefferson.wa.uslcommunitydevelopment Tel: 360.379.4450 I Fax: 360.379.4451 j Email:dcd onco.jefferson.wa.us SquareONE Resource Center I Building Permits&Inspections I Development Review I Long Range Planning September 10, 2015 RICHARD A PATRICELLI TSTE LEAH JO PATRICELLI TSTEE 9502 PEACOCK HILL AVE GIG HARBOR WA 98332 RE: SITE ADDRESS: 1641 CAMP DISCOVERY RD MLA#: MLA15-00051 Dear RICHARD A PATRICELLI TSTE: Jefferson County Department of Community Development staff has reviewed the application materials for the above project proposal and has determined that the application is substantially complete. Additional information needed for project review may be requested in writing by the Director or Project Planner. Please call the Department of Community Development if you have any questions. Sincerely, Donna Frostholm Department of Community Development Staff c: File JIM JOHANNESSEN ADAM TULLIS 1711 ELLIS STREET BELLINGHAM WA 98225 Parcel Details Page 1 of 2 • • pacTi Jefferson County r %.4 Weather Station -Datarr Tar �se as Maps e - E (� Vlebcam i � �._ g. Home County Info Departments r Search Parcel Number: 701224009 SEARCH Parcel Number: 701224009 Printer Friendly Owner Mailing Address: RICHARD A PATRICELLI TSTE LEAH JO PATRICELLI TSTEE PATRICELLI LIV TRUST 9502 PEACOCK HILL AVE `)' \I\ LA l S -COOS l -* GIG HARBOR WA98332 Site Address: 1641 CAMP DISCOVERY RD QUILCENE 98376 Section: 22 School District:Quilcene (48) Qtr Section: SE1/4 Fire Dist:Quilcene (2) Township: 27N Tax Status: Taxable Range: 1W Tax Code: 0323 Planning area:South Toandos Peninsula,Coyle Area (9) Sewer: Drainage: Bank: View 1: View 2: Zoning 1: RR-10 - Rural Residential Zoning 2: Zoning 3: Sub Division: Assessor's Land Use Code: 1100 - Residential - Single Unit Property Description: S22 T27 R1W TAX 10 Tax,A/V, Sales, Photos, and Permit Data Bldg Data Map Parcel •tats&Surv- ISeptic Monitoring Info �";. •`d{„ Jefferson County HOME i COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later el Windows-Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?value=701224009 7/31/2015 JEFFERSON COUNTY DCD NO. 156365 V - DATE -17/ 2,1/ i ,7--- a '(Cellf U JjnOv I r� S+ RECEIVED FROM DESCRIPTION a BARS# AMOUNT CURRENCY SMlr -7�y-I^-UU COIN 1�1(A1Ylr1i f'(-�f� `-+( 'q . cC_ ((0 4 -" CHECKS- V 101-I o -3 1 +-a 1 0 RI 73 n O Q , RECEIVED BY '� )0.-Q141 FQN'J TOTAL 54. • • toog') i �� COASTAL GEOLOGIC SERVICES eyti\\ 1711 Ellis St, Suite 103. Bellingham, WA 98225 Phone: (360)671-6654 Fax(866)260-5430 adam@coastalgeo.com www.coastalgeo.com TRANSMITTAL . MAIL 0 FAX 0 OVERNIGHT 0 MESSENGER DATE: July 28, 2015 TO: Jefferson County FROM: Adam Tullis, CGS Department of Community Development 621 Sheridan Street, Port Townsend,WA 98368 RE: Permit Application for Patricellie's Soft Shore Protection PLEASE SIGN AND RETURN ■ FOR YOUR REVIEW LI PER YOUR REQUEST 0 FOR YOUR FILES ITEMS ENCLOSED: Permit applications Jefferson County Permit Application, Stormwater Calculation Worksheet, and JARPA Permit Fees Check#104 for$565.50 Project Plans Patricelli. Soft Shore Protection, Sheets 1-5 Reports CGS memo: Soft Shore Protection project for Patricelli Property, Dabob Bay CGS memo: Hydraulic Analysis of Anticipated Effects for Proposed Project at Patricelli Property MSA report: Patricelli, Soft Shore Protection Project, Habitat Management Plan REMARKS: Please find attached the above application materials for a soft shore protection project within Jefferson County,WA and adjacent to Dabob Bay. Per Donna Frostholm's instructions this project may be submitted by mail without an intake appointment. Please do not hesitate to contact me with any questions. Thanks, Adam Tullis c \s- CUO'd-3 • } • a ��w oo � DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,VGA 98368 (� ,w Tel.360.379.4450 i Fax:360.379.4451 L�� r- I Web:www.co.iefferson.wa.us!conununitydevelopmtnt I E-mail:dcd :co.ieffersop.wa.us J 9sNIN°A° �i JUL 31 2015 l I id PERMIT APPLICATION J !Li JEFFERSON COUNTY L DEPT.OF COMMUNITY DEVELOPMENT Steps in the Permit Process: -Review application checklist to ensure all information is completed prior to submitting application. -Make sure septic has been applied for and water availability has been proven. -Make an appointment to meet with the Permit Technician by calling 360-379-4450. -This is not a standalone application;it must be accompanied by a project specific supplemental application. -Fees will be collected at intake. Additional fees may apply after review and payment is required before permit is issued. For Department Use Only Building Permit# Related Application#s: MLA# Site Information Assessor Tax Parcel Number: 701224009 Site Address and/or Directions to Property:1641 Camp Discovery Road,Quilcene WA, 98376-8615 Access(name of street(s)) from which access will be gained: Coyle Road Present use of property: Vacation Property Description of Work (include proposed uses): ,--)VYrie ,Ne cr., /U/ StZyi4-,u5a{e See attached project description. Wastewater-Sewage Disposal This property is served by Port Townsend of Port Ludlow sewer system? YES NO If not served by sewer identified above, identify type of septic system below: Type of Sewage System Serving Property: Septic Septic Permit#: SEPOOOO103 Community Septic Name of System: Patricelli Case #: Are other residences connected to the septic system? No Additions or repairs to sewage system: None Is it a complete or partial system installation: Complete _7 _ Partial Has a reserve drainfield been designated? Yes _ ✓ No Date of Last Operations & Maintenance check: NA Attach last report to application Describe or attach any drainfield easements,covenants or notices on title,which may impact the property: Jefferson County Auditor File Numbers 450739 and 43712R nn-site sewage system septic tanks! transport lines and drainfield easements are attached. The authorized agent/representative is tlikimary contact for all project-related qucsti•nd correspondence. The County will mail / e-mail requests and information about the application to the authorized agent/representative and will copy(cc) the owner noted below. The authorized agent/representative is responsible for communicating the information to all parties involved with the application. It is the responsibility of the authorized agent/representative and owner to ensure their mailbox accepts County email(i.e., County email is not blocked or sent to`junk mad"). Applicant/Property Owner Information Property Owner: Name: Richard A Patricelli Trustee, Leah Jo Patricelli Trustee - Patricelli Living Trust Address: 9502 Peacock Hill Ave, Gig Harbor WA 98332 Phone#: L425) 466 2887 AI E-mail Address: patricelli @msn.com s/_ Please c.. t ^uth.r' = : nt/Re. entative with project info. (select only one).VP — fit Property Owner Signature: - • Date: 7( .2. .r Z3 Get Note: For ro'ects with multiple o 'Hers attach a se ar:te sheet with each o ner(s)information p ) p s p ( )i ormation and signatures. Applicant: Authorized Agent/Representative (If other than owner) Name: Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES ./ Engineer Architect Surveyor Contractor Consultant %/ Name: Coastal Geologic Services, Jim Johannessen, MS, LEG and Adam Tullis Address: 1711 Ellis Street, Bellingham WA, 98225 Phone#: (360)647-1845 E-mail Address: Jim @coastalgeo.com Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: Attach additional pages if necessary Builders Statement The signer of this statement certifies that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Print Name: Date: • • 4 S°N moo, DEPARTMENT OF COMMUNITY DEVELOPAi • [�4, 621 Sheridan Street,Port Townsend,WA 98368 C [V Tel 360.379.4450 j Fax 360.379.4451 �C Web:www.co.iefferson.wa.us/comnutnitydevelopment LG F,-mail:dcdC)co.jefferson.wa.us ISfil NG.CO JUL 31 2015 1_, STORMWATER CALCULATION WOR EET JEFFERSON COUNTY r NT MLA# PROJECT/APPLICANT NAME: DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as "small," "medium," or "large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application,or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE(I.E., SITEI Size of parcel 0'77 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 33,557 sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative)and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing,grading,filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds, that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir, western hemlock, western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry,and salal; herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded, filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert 3/1 acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. sq/ft Circle: Yes No Well, utilities,etc. sq/ft Does the project convert 2 1/2 acres or more of native vegetation to pasture? Driveway, parking, roads, etc. sq/ft Circle: Yes No Lawn, landscaping, etc. sq/ft Other compacted surface, etc. 832 sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 832 sq/ft Cut 8 Fill 49 (cu/yd) Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops,walkways, patios, driveways, parking lots or storage areas,concrete or asphalt paving, gravel roads, packed earthen materials,and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. stormwater cak worksheet—REV.10/20/2014 1 i STORM WATER CALULATIONS—IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) sq/ft Structures(all roof area) 2,600 sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc sq/ft Driveway, parking, roads, etc 2,000 sq/ft Other 832 sq/ft Other sq/ft Total New 832 sq/ft Total Existing 4,600 sq/ft TOTAL NEW+ TOTAL EXISTING* 5432 sq/ft This amount will he used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 1 3.7 % Does the site have 35%or more of existing impervious surface? Circle: Yes n No FURTHER INSTRUCTIONS: If the answer is yes,the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of "medium" projects—those that must meet only Minimum Requirements#1 through#5—and for"large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Storm water Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet,I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. (LANDO N. OR AUTHORIZED REPRESENTATIVE SIGNATURE) ( ATE) FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stormwater talc worksheet—REV.10/20/2014 2 • • FIGURE 1 : NEW DEVELOPMENT Start Here Does the site have Yes See Redevelopment 35%or more of Minimum existing impervious Requirements and coverage? Flow Chart (Figure 2) Does the project convert'A acres or more of native • vegetation to lawn or Does the project add ® landscaped areas, or 5,000 square feet or , convert 2.5 acres or more more of new of native vegetation to impervious surfaces? pasture? Yes Yes Does the project have 2,000 square feet or "LARGE" PROJECT more of new, replaced, All Minimum Requirements or new plus replaced apply to the new impervious impervious surfaces? surfaces and converted pervious surfaces. v Yey 4s) "MEDIUM" PROJECT Does the project have Minimum Requirements#1 land-disturbing through#5 apply to the new activities of 7,000 and replaced impervious Yes square feet or more? surfaces and the land - disturbed. 4-2:) • "SMALL" PROJECT See Minimum Requirement#2, Construction Stormwater Pollution Prevention Based on Fig.2.2 from 2001 Ecology Stormwater Management Manual for Western Washington AGENCY USE ONLY 12231 Date received: WASHINGTON STATE US Army s et Engineers SU40�C o iNSI Joint Aquatic Resources Permit Agency reference#: Application (JARPA) Form''2 Tax Parcel #(s): USE BLACK OR BLUE INK TO ENTER ANSWERS IN THE WHITE SPACES BELOW. 1E0 EIVE JUL 3 1 2015 Part 1—Project Identification .177[13:-.47,,,MINTY 1. Project Name (A name for your project that you create, Examples: Smith's Dock or Seabrgok LdtfelielfeitilJlthitinttaffikeeifENT Patricelli's Soft Shore Protection Part 2—Applicant The person and/or organization responsible for the project. (help] 2a. Name (Last, First, Middle) Patricelli, Richard Alan 2b. Organization (If applicable) 2c. Mailing Address (Street or PD Box) 9502 Peacock Hill Ave. 2d. City, Zip p Gig Harbor, WA 98332 2e. Phone(1) 2f. Phone(2) 2g. Fax 2h. E-mail (425)466-2877 (425)446-5050 ( ) Patricelli @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://www.nws.usace.armv.mil/Missions/CivilliVa k i Regulatory/PermitGuidebook/EndanaeredSpecies.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:l/www.epermittina.wa.gov/site/alias resourcecentertiarpa iarpa forrn/9984/iarpa form.aspx. For other help,contact the Governor's Office for Regulatory Innovation and Assistance at(800)917-0043 or helprciora.wa.cov. JARPA Revision 2012.2 Page 1 of 12 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.) [ ] 3a. Name (Last, First, Middle) Jim Johannessen and Adam Tullis 3b. Organization (If applicable) Coastal Geologic Services Inc. 3c. Mailing Address (Street or Po Box) 1711 Ellis Street 3d. City, State, Zip Bellingham, WA 98225 3e. Phone(1) 3f. Phone(2) 3g. Fax 3h. E-mail (360)647-1845 ( ) ( ) jim @coastalgeo.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. [, . : ] ® Same as applicant. (Skip to Part 5.) ❑ Repair or maintenance activities on existing rights-of-way or easements. (Skip to Part 5.) I I There are multiple upland property owners. Complete the section below and fill out JARPA Attachment A for each additional property owner. n 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) 4b. Organization (If applicable) 4c. Mailing Address (Street or Po Box) 4d. City, State, Zip 4e. Phone(1) 4f. Phone(2) 4g. Fax 4h. E-mail ( ) ( ) ( ) JARPA Revision 2012.2 Page 2 of 12 Part 5—Project Location(s) Identifying information about the property or properties where the project will occur. [ •;j ❑ There are multiple project locations (e.g. linear projects). Complete the section below and use JAR , Attachment 8 for each additional project location. 5a. Indicate the type of ownership of the property. (Check all that apply.) [ ] X 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.) [help] 1641 Camp Discovery Road 5c. City, State, Zip(If the project is not in a city or town, provide the name of the nearest city or town.) [help] Quilcene, WA 98376 5d. County [ Jefferson 5e. Provide the section, township, and range for the project location. [•_ 1/4 Section Section Township Range SW 22 27N 01W 5f. Provide the latitude and longitude of the project location. [helps • Example: 47.03922 N lat. /-122.89142 W long. (Use decimal degrees- NAD 83) 47.812219 N Latitude/ -122.796281 W Longitude 5g. List the tax parcel number(s) for the project location. [helpi • The local county assessor's office can provide this information. 701224009 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) Arvilla G Kirkey Trustee 6731 40th Ave SW 701224014 Arvilla Kirkey Rev Liv Tr Seattle WA 98136-1904 CIO Arlene Froland Kerr W/ElD/K 5207 38th Ave NE 701224020 JH/Mathew Brockhaus Seattle WS 98105-3033 Kim Porter/Mari Brockhaus Todd R Daugherty 22102 Ne 10th PI 701224007 Kaaren L Daugherty Sammamish WA 98074-6863 Jamin P Borg JARPA Revision 2012.2 Page 3 of 12 5i. List all wetlands on or adjacent to the project location. [heipl No wetlands are present on or adjacent to the project area. 5j. List all waterbodies (other than wetlands) on or adjacent to the project location. theipl Dabob Bay is to the west of the project area. 5k. Is any part of the project area within a 100-year floodplain? n Yes ® No Ij Don't know 51. Briefly describe the vegetation and habitat conditions on the property. [heio Site is vegetated with Douglas fir, madrona and alder trees, and gently sloping beach grassy areas. 5m. Describe how the property is currently used. [help] Residential vacation property 5n. Describe how the adjacent properties are currently used. [help] Residential vacation property 5o. Describe the structures (above and below ground) on the property, including their purpose(s) and current condition. [ 1 cabin in good condition built in 2001-2, with nothing below ground except cabin footings. 2 sheds in good condition are also present. 5p. Provide driving directions from the closest highway to the project location, and attach a map. [,help.] Driving directions: From Quilcene, head north on US-101 North toward West Rose Street. Slight right onto Center Road. Turn right onto Dabob Road. Turn left onto Coyle Road. Turn right onto Camp Discovery Road. Destination is at 1641 Camp Discovery Road. Attached project plans include a vicinity map JARPA Revision 2012.2 Page 4 of 12 Part 6—Project Description 6a. Briefly summarize the overall project. You can provide more detail in 6b. t- ] Project is the installation of a soft shore protection in the form of an enhanced storm berm to further erosional damage to the property 6b. Describe the purpose of the project and why you want or need to perform it. [helpl Coastal erosion has been occurring at an increasing rate in recent years due to the high wave energy from the south southwest (SSW) at the Patricelli residence located at 1641 Camp Discovery Road, in Jefferson County, WA on Dabob Bay. If the current erosion rate is allowed to continue the existing cabin and on-site septic system components will dearly be threatened. The proposed soft shore protection project is intended to place anchored logs, gravel, and vegetation landward of the Ordinary High Water Mark to protect the eroding beach face as well as trap additional drift logs to minimize potential erosion. 6c. Indicate the project category. (Check all that apply) [ :J ❑ Commercial ® Residential ❑ Institutional ❑ Transportation [1 Recreational ❑ Maintenance ❑ Environmental Enhancement 6d. Indicate the major elements of your project. (Check all that apply) [help] ❑ Aquaculture ❑ Culvert ❑ Float ❑ Retaining Wall f Bank Stabilization ❑ Dam/Weir ❑ Floating Home (upland) Boat House ❑ Dike / Levee / Jetty ❑ Geotechnical Survey LI Road ❑ Boat Launch ❑ Ditch ❑ Land Clearing ❑ Scientific Measurement Device ❑ Boat Lift ❑ Dock/ Pier ❑ Manna / Moorage ❑ Stairs ❑ Bridge ❑ Dredging ❑ Mining ❑ Stormwater facility ❑ Bulkhead ❑ Fence ❑ Outfall Structure ri Swimming Pool ❑ Buoy ❑ Ferry Terminal ❑ Piling/Dolphin ❑ Utility Line ❑ Channel Modification ❑ Fishway ❑ Raft ® Other: Soft shore protection - enhanced storm berm 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. This project proposes the installation of a soft shore protection design consisting of an enhanced storm berm constructed above the OHWM as shown on the attached project plans. The components of the design are large wood anchored on top of a cobble "bull rock" berm with naive dunegrass planted landward of the berm. The proposed soft shore protection project is intended to protect the eroding beach face as well as trap additional drift logs to minimize potential future erosion. The use of anchored logs has become fairly common in the region and guidance has been developed by CGS for the Washington Department of Fish and Wildlife. This design is based on site specific features following general guidance in the Marine Shoreline Design Guidelines (Johannessen et al. 2014), which is posted at the Washington Dept. of Fish and Wildlife (WDFW) website. The use of large wood is one of the primary soft shore protection design techniques for addressing erosion control in the MSDG. Large wood is one of 3 soft shore JARPA Revision 2012.2 Page 5 of 12 protection techniques covered in the document. The property is shown in site plan on Sheet 2, attached. The design follows section 18.25.560(3), Residential Bulkhead, Construction of the normal protective bulkhead common to single-family residences, of the Jefferson County Code. The project has been designed to absorb wave energy to the greatest degree possible with soft shore protection, and avoid scouring or end erosion. Materials and methods are described below. Large logs for the project will be either Douglas fir or western redcedar of 20 inches or more in diameter. These species are more rot resistant than other tree species in the backshore. Ideally, logs will be 22 inches or more in diameter and will all be of sound wood. Some number of logs should contain root wads if at all possible. Placement of logs against the bank toe (Sheets 4-5) would begin with placement of the buried anchors. Buried anchors would then be dug a minimum of 2.5 ft below grade the top of the anchor), using pre-cast 2x2x6 ft concrete ("ecology block") anchors (Sheet 5). Sparse logs on site prior to the project would be moved aside during installation, and then placed atop the imported material towards the end of the project. Logs would be installed starting with the base logs keyed approximately 0.25 ft into the pre-existing backshore gravel. Logs would be anchored by wrapping the logs with marine-grade galvanized chain and passed through the center of the anchors. The length of each log will vary depending on the needs of each spot, as shown in Sheet 4. P 9 Rounded cobbles -_inch diameter, sometimes called -Bull Rock") would be placed in a 5-15 ft wide band along the beach face above OHWM (Sheets 4-5). The waterward portion of the gravel would be feathered out over the existing beach grade just above the OHWM line. Cobble would also be placed all around the logs, and extend a few feet up the bank face. Small volumes of cut beach sediment from installation of the anchors would be placed atop the finished cobble grade landward of the anchored logs and planted with native dunegrass (Leymus mollis) near completion of the project. The materials required for the soft shore protection design are as follows: 48 tons (33 cubic yards): Cobble ("Bull rock") 315-320 lineal FT of logs (cedar or Douglas fir only) with minimum dimensions: 8 — 30+ FT x 22+ IN dia., preferably with root mass 5 — 15 FT x 20 IN dia., with root mass if available 9 pre-cast concrete anchors (2x2x6 FT "ecology block") with 3 IN hole through center 215-220 lineal FT 1/2 IN marine-grade galvanized lashing chain 12-15 — 3/8 IN marine-grade galvanized shackles 120 bare root dunegrass (Leymus mollis; dune wild rye) starts 6f. What are the anticipated start and end dates for project construction? (Month/Year) (help] • If the project will be constructed in phases or stages, use DARPA Attachment i?to list the start and end dates of each phase or stage. Start date:Q/1/2015 End date: 2/1/2016 ❑ See JARPA Attachment D 6g. Fair market value of the project, including materials, labor, machine rentals, etc. rhelpl 6h. Will any portion of the project receive federal funding? [ • If yes, list each agency providing funds. ❑ Yes ® No ❑ Don't know JARPA Revision 2012.2 Page 6 of 12 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.) [ 7a. Describe how the project has been designed to avoid and minimize adverse impacts to wetlands. [helpi ® Not applicable 7b. Will the project impact wetlands? rheipl ❑ Yes n 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? rhelpj • If Yes, submit the report, including data sheets,with the JARPA package. ❑ Yes n No 7e. Have the wetlands been rated using the Western Washington or Eastern Washington Wetland Rating System? [nem • If Yes, submit the wetland rating forms and figures with the JARPA package. ❑ Yes ❑ No I I Don't know 7f. Have you prepared a mitigation plan to compensate for any adverse impacts to wetlands? [, j • 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. [ j Activity (fill, Wetland Wetland Impact Duration Proposed Wetland drain, excavate, Name' type and area (sq. of impact' 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. 4 Creation(C),Re-establishment/Rehabilitation(R),Enhancement(E),Preservation(P),Mitigation Bank/ln-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. [help] 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. [ e, j JARPA Revision 2012.2 Page 7 of 12 • 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.) (help] ® Check here if there are waterbodies on or adjacent to the project area. (If there are none, skip to Part 9.) 8a. Describe how the project is designed to avoid and minimize adverse impacts to the aquatic environment. !help] ❑ Not applicable Proposed area of work is adjacent to Dabob Bay All work shall be completed well above MHHW, OHWM and reach of late summer tides. Excavation will take place during dry conditions. No stockpiles shall be located on the beach. Project may result in temporary soil disturbance during construction. Erosion controls if deemed necessary by the Engineering Geologist shall be utilized. 8b. Will your project impact a waterbody or the area around a waterbody? ihelpi ® Yes ❑ No 8c. Have you prepared a mitigation plan to compensate for the project's adverse impacts to non-wetland waterbodies? [help] • If Yes, submit the plan with the JARPA package and answer 8d. • If No, or Not applicable, explain below why a mitigation plan should not be required. • Yes ❑ No E Not applicable See attached Habitat Management plan dated July 22, 2015, prepared by Marine Surveys &Assessments. 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. Ihelpl Direct impacts to the adjacent waterbody will be minimal, if they occur at all, for the following reasons. All construction and heavy equipment operation will take place landward of the OHWM. A backhoe will be used for excavation of the holes for the 2x2x6 ft concrete blocks (ecology blocks). All material will be brought to the site on trucks. No barges will be used in this project. The project will have no impacts on listed fish species adjacent to the project site because all work will be landward of the OHWM. As noted in the Attachment 15-017-Patricelli-CGS-ACB_PE_Hydraulic, there will be very little change to the hydraulics at the site as a result of the proposed project. Removal of the creosote- treated pilings will further minimize any adverse impacts caused by the leaching of creosote into the beach substrate. Planting of the dunegrass will improve soil stability, sediment control, nutrient input and fish prey production. 8e. Summarize impact(s)to each waterbody in the table below. [ > ;j Activity (clear, Waterbody Impact Duration of Amount of material Area (sq. ft. or dredge, fill, pile name' location2 impact' (cubic yards)to be linear ft.) of drive, etc.) placed in or removed waterbody from waterbody directly affected Fill — Beach Dabob Bay Adjacent 1 week 33 cubic yards 832 sq. ft. Cobble 5-10 feet Excavate—for Dabob Bay Adjacent 1 week 8 cubic yards 108 sq. ft. concert anchors 5-10 feet Fill — Concrete Dabob Bay Adjacent 1 week 8 cubic yards 108 sq. ft. anchors 5-10 feet Fill — Backshore Dabob Bay Adjacent 1 week 8 cubic yards 320 sq. ft. planting 5-10 feet JARPA Revision 20122 Page 8 of 12 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. 2lndicate 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. '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. [help] Fill — Beach Cobble, 33 cy of rounded beach cobbles obtained from local gravel pits will be placed adjacent to Dabob Bay 5-10 landward of the OHWM. Fill — Concrete anchors, 8 cy of concrete anchors obtained from local concrete supplier will be placed adjacent to Dabob Bay 5-10 landward of the OHWM. Fill — Backshore planting, 8 cy of beach sediment obtained from concrete anchor excavation detailed in 8g will be placed adjacent to Dabob Bay 10-25 landward of the OHWM. 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. [ = ] Excavate— For concert anchor installation, 8 cy of material will excavated from and area adjacent to Dabob Bay 5-10 landward of the OHWM. P art 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. [helpt Agency Name Contact Name Phone Most Recent Date of Contact Jefferson County DCD Donna Frostholm (360)379-4466 7/10115 ( ) ( ) 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? I • If Yes, list the parameter(s) below. • If you don't know, use Washington Department of Ecology's Water Quality Assessment tools at: :xg!nvviw_ecywu gsvprpgramslw 3034 ❑ Yes /1 No 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? (( eJpl • Go to http://www.ecy.wa.gov/services/gis/maps/wria/wria.him to find the WRIA#. WIRA 17 — Quilcene - Snow 9e. Will the in-water construction work comply with the State of Washington water quality standards for turbidity? [helpt • Go to http:I'www.ecv.wa.gov/programs/woiswgs/criteria.html for the standards. E Yes ❑ No ® Not applicable 9f. If the project is within the jurisdiction of the Shoreline Management Act, what is the local shoreline environment designation? Ihe!pj JARPA Revision 2012.2 Page 9 of 12 • If you don't know, contact the local planning department. • For more information, go to: http://www.ecy.wa.goviprograms/sea/sma/laws rules/173-26/211 designations.html. ❑ Rural n Urban ❑ Natural ❑ Aquatic ® Conservancy El Other 9g. What is the Washington Department of Natural Resources Water Type? [help] • Go to http:riwvwv.dnr.wa.gov/BusinessPerrnitsf Topics/ForestPracticesAppiications/Paqes/fp watertypinq.aspx for the Forest Practices Water Typing System. ® Shoreline ❑ Fish ❑ Non-Fish Perennial ❑ Non-Fish Seasonal 9h. Will this project be designed to meet the Washington Department of Ecology's most current stormwater manual? [he'll • If No, provide the name of the manual your project is designed to meet. ® Yes n No Name of manual: 9i. Does the project site have known contaminated sediment? [7elpi • If Yes, please describe below. ❑Yes ® No 9j. If you know what the property was used for in the past, describe below. ji-1(,^l Not known. 9k. Has a cultural resource (archaeological) survey been performed on the project area? [help] • 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. [ . ) Not known. 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. Not 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 hittp://apps.ecy.wa.gov/opasi. • Governor's Office for Regulatory Innovation and Assistance at (800) 917-0043 or helpna 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 lob.) [ : P] JARPA Revision 2012.2 Page 10 of 12 ® This project is exempt (choose type of exemption below). ® Categorical Exemption. Under what section of the SEPA administrative code (WAC) is it exempt? 197-11-800(1)(c)(v) ❑ 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 I Variance Shoreline Exemption Type (explain): Jefferson County Code Section 18.25.560(3) Other City/County permits: ❑ Floodplain Development Permit ❑ Critical Areas Ordinance STATE GOVERNMENT Washington Department of Fish and Wildlife: ® Hydraulic Project Approval (HPA) I 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 appropriate boxes: ❑$150 check enclosed. Check# 103 Attach check made payable to Washington Department of Fish and Wildlife. My project is exempt from the application fee. (Check appropriate exemption) ❑ HPA processing is conducted by applicant-funded WDFW staff. Agreement# • Mineral prospecting and mining. U Project occurs on farm and agricultural land. (Attach a copy of current and 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: I Section 401 Water Quality Certification FEDERAL GOVERNMENT United States Department of the Army permits (U.S. Army Corps of Engineers): I I Section 404 (discharges into waters of the U.S.) Section 10 (work in navigable waters) United States Coast Guard permits: — Private Aids to Navigation (for non-bridge projects) JARPA Revision 2012.2 Page 11 of 12 • Part 11—Authorizing Signatures Signatures are required before submitting the JARPA package. The JARPA package includes the JARPA form, project plans, photos, etc. fhelpt 11 a. 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 , /gent named in Part 3 of this application to act on my behalf in matters related to this application. !Ai (initial) By initialing here, I state thajt I h-ve the authority to •rant access to the property. I also give my consent to the permitting agencies ente p'. fl•roperty where t •roject is located • pect the project site or any work related to the project. / /1 (initial) / i J kiCkike-P 47g IC A if AWL: ° Applicant Printed Name Ap. cant Signatu e / D e 11 b. Authorized Agent Signature Ihelpt 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. J-h1 .J 0 kit.nriecl e-rL, Z Or— Authorized Agent Printed Name Authoriz nt Signature Date 11 c. 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. Property Owner Printed Name Property Owner Signature Date 18 U.S.0§1001 provides that:Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly falsifies, conceals, or covers up by any trick, scheme, or device a material fact or makes any false,fictitious, or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious, or fraudulent statement or entry, shall be fined not more than$10,000 or imprisoned not more than 5 years or both. If you require this document in another format, contact the Governor's Office for Regulatory Innovation and Assistance(ORIA)at(800) 917-0043. People with hearing loss can call 711 for Washington Relay Service. People with a speech disability can call(877) 833-6341. 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El O I-- t w i –I Z+ I I VN 72i N I W o ■ 1 1 I ? \ D m b.; ■ Gn 9 'If �, • icGICL •.,31);:_g;;', i:i,,„ ' \ ) illi ; Q Pr C,1 p O g DRAWN 6Y: REVEIONS Pr, Z SOFT SHORE PROTECTION DESWNEDgY: tiCAC/AlAth, m _ DES fQ PROPOSED CONDITIONS CHECKED BY: COASTAL GEOLOGIC SERVICES c ,W, CROSS SECTION DATE MAPPED: 1711 Ellis St,Suite 103 5/2/2015 Bellingham,WA 98225 DICK PATRICELLI MAPPED BY: 360-647-1845-coastalgeo.com IMINIMIMIIIIIIIIMIMMIIMIMINV • • COASTAL GEOLOGIC SERVICES, INC. memorandum i'l E C IE Q V E 1 Date: July 16, 2015 I To: Jefferson County Department of Community Development I n JUL 1 2015 From: Jim Johannessen, LEG, MS and Adam Tullis, Coastal Geologic Servic , J I,I Re: Soft Shore Protection project for Patricelli Property, Dabob Bay JEFFERSON COUNTY DEPT,OF gum^,9UN!IYDEVEt0?aIETR Introduction and Purpose The purpose of this brief memo is to detail the proposed Soft Shore Protection Installation at the Patricelli property and provide supporting justification and documenting for the Jefferson County permitting of the project as a Shoreline Substantial Development Permit Exemption,and as being categorically exempt from the State Environmental Policy Act(SEPA) checklist process. Coastal erosion has been occurring at an increasing rate in recent years due to the high wave energy from the south southwest(SSW) at the Patricelli property located at 1641 Camp Discovery Road, in Jefferson County, WA on Dabob Bay. If the current erosion rate is allowed to continue, the existing cabin and on-site septic system components will clearly be threatened.The proposed soft shore protection project is intended to place anchored logs, gravel,and vegetation landward of the OHWM to protect the eroding beach face as well as trap additional drift logs to minimize potential erosion. Site Conditions — Mapping Methods I,Jim Johannessen,visited the site on May 2, 2015. I assessed the uplands and beach at the property, making various measurements and photos (Figure 1). Site history was discussed with the property owner and supplemented by the plat map and older ground photos provided by the owner. These data was augmented with GPS mapping collected using a mapping-grade handheld GPS. Site feature data was mapped in the field with a Trimble Geoexplorer 6000 GoeHX GPS unit in the WGS84 coordinate system.The GPS unit is WAAS(wide area augmentation system) enabled. The range of accuracy is a function of the number of satellites within range, but is typically well below 3 FT in real time. Each important feature location was collected with approximately one minute of recording multiple points.The GPS automatically calculates and records the dilution of precision for each position, and alerts the user if the value falls below a given threshold,thereby assuring a certain standard of accuracy.The estimated accuracy of these positions is± 1.5 ft. Base data from the Washington Continually Operating Reference Stations (CORS) will be used to post-process the waypoint locations. The property has approximately 120 FT of frontage along the eastern shoreline of Dabob Bay and contains a relatively level upland portion of the parcel which is partially forested with native species including Douglas fir trees, and lawn (Sheets 1-3).A cabin is present,which was constructed in approximately 2001-2002.The house has a setback from the top of low bank scarp on the beach bank of 40 ft and the deck has a minimum setback of 32 ft.The house is on a septic 17I1 Ellis St. Suite 103, Bellingham, WA 98225 (360)647-1845 www.coastalgeo.com Soft Shore Protection project for P•lli Property • Dabob Bay,July 16,2015,p.2 COASTAL GEOLOGIC SERVICES, INC. system, with the tank on the north side of the cabin and the drainfield landward of the cabin. Additionally there are several creosoted wooden pilings along the parcel shoreline. The bank landward of the cabin is very high elevation (up to 200 FT high) and is mapped as pre- Fraser deposits with Vashon advance outwash (Birdseye 1976, WA Dept. of Ecology 1979).This bank was mapped as Unstable with a several "Unstable recent slide" areas mapped in the immediate vicinity in the Coastal Zone Atlas of Washington (WA Dept. of Ecology 1979). The bank did appear unstable during the field visit. The beach berm scarp at the site is approximately 3 FT high and is generally covered with beach logs and weedy,grassy vegetation.The scrap has recently formed in the past year,with substantial erosion in the November and December 2014 southeasterly and southerly windstorms.The toe of the lower bank runs parallel to the shoreline with its toe well landward of the mean higher high water(MHHW) line and is the first indication of significant shoreline erosion that the property owner has witness in recent decades. Coastal Processes This high-wave-energy residential site is on the east shore of Dabob Bay, adjacent to Hood Canal on the west side of the Toandos (or Coyle) Peninsula.The site has a 14 to 17 mile long fetch from the south-southwest up Hood Canal, which is the predominant and prevailing wind and wind- generated wave direction. The site is part of a very long net shore-drift cell termed cell JE-16, which originates at the SW end of the Toandos Peninsula and continues past the site to the tip of Long Spit at the north end of Dabob Bay (Johannessen 1992). Natural shore-drift processes occur in this area as development of the shoreline is not extensive.The site has a mixed gravel and sand beach and the high-tide beach comprised sediments ranging from coarse sand to pebble and cobble. Erosion of the high-tide beach has exposed postglacial peat on the beachface.This suggested that the beachface had experienced significant erosion over recent decades or centuries and has retreated landward over the old marsh area, exposing the peat. Comparison of the 1994 and 2001 air photos revealed significant recent erosion of the upper beach. It is estimated that the vegetation line,which is also the approximate OHWM, moved landward at least 50 ft between 1994 and 2001, based on quasi-scaled measurements from the images.Additional erosion was evident between 2001 and 2002. CGS's Coastal Engineer, Alexis Blue, PE, has prepared a separate memo briefly documenting the anticipated hydraulic effects of the project. A thorough analysis of the hydraulic conditions of the project area is not necessary to the fact this is project is not truly a structural application and will not increase wave reflection or reflection. Cobble and placed logs, as well as future accreted of logs and possibly additional sediment will absorb more wave energy than under existing conditions. • • • Soft Shore Protection project for Patricelli Property Dobob Boy,July 16,2015,p.3 COASTAL GEOLOGIC SERVICES, INC. The existing cabin is now threatened if the erosion of the shoreline were allowed to continue at the recent high rate.The cabin cannot be relocated safely as the hillside has had very large mass wasting events in historic and recent times.The proposed design avoids the use of hard armor and its negative impacts.A soft shore protection design is proposed because of its effectiveness at protecting existing structures,while avoiding the environmental impacts caused by hard armor (bulkheads). Soft Shore Protection Design This project proposes the installation of a soft shore protection design consisting of an enhanced storm berm constructed above the OHWM as shown on the attached project plans.The components of the design are large wood anchored on top of a low elevation cobble "bull rock" berm with naive dunegrass planted landward of the berm.The proposed soft shore protection project is intended to protect the eroding upper beachface and very low bank immediately waterward of the cabin as well as trap additional drift logs to minimize potential future erosion. The use of anchored logs has become fairly common in the region and guidance has been developed by CGS for the Washington Department of Fish and Wildlife (WDFW).This design is based on site specific features following general guidance in the Marine Shoreline Design Guidelines(MSDG) (Johannessen et al. 2014),which is posted at the WDFW website.The use of large wood is one of the primary soft shore protection design techniques for addressing erosion control in the MSDG and is one of three soft shore protection techniques covered in the document. With large landslides within nearby parcels in the recent decades, moving the cabin landward ("relocation" in the MSDG) infeasible from a safely perspective. The design follows section 18.25.560(3), Residential Bulkhead, Construction of the normal protective bulkhead common to single-family residences, of the Jefferson County Code. The project has been designed to absorb wave energy to the greatest degree possible with soft shore protection, and avoid scouring or end erosion. Materials and methods are described below. Large logs for the project will be either Douglas fir or western redcedar of 20 inches or more in diameter.These species are more rot resistant than other tree species in the backshore. Ideally, logs will be 22 inches or more in diameter, and will all be of sound wood.Some number of logs should contain root wads if at all possible. Placement of logs against the bank toe(Sheets 4-5) would begin with placement of the buried anchors.The top of the buried anchors would then be dug a minimum of 2.5 ft below grade using pre-cast 2x2x6 ft concrete ("ecology block") anchors (Sheet 5).Auger or screw type anchors are not suitable here as the substrate primarily loose sand which would not provide enough holding for the logs. Approximately eight existing creosoted wood piles will be removed from the project as shown on plans. Sparse logs on site near the bank prior to the project would be moved aside during installation, and then placed atop the imported material towards the end of the project. Logs would be installed starting with the base logs keyed approximately 0.25 ft into the pre-existing backshore • Soft Shore Protection project for Paelli Property Dabob Boy,July 16,2015,p.4 COASTAL GEOLOGIC SERVICES, INC. gravel. Logs would be anchored by wrapping the logs with marine-grade,galvanized lashing chain and passed through the center of the anchors.The length of each log will vary depending on the needs of each spot, as shown in Sheet 4. Some amount of field fitting will be required depending on the exact size and character of the logs. Rounded cobbles(2 inch plus diameter; sometimes called "bull rock")would be placed in a 5-15 ft wide band along the beach face above OHWM (Sheets 4-5).The waterward portion of the gravel would be feathered out over the existing beach grade just above the OHWM line. Cobble would also be placed all around the logs and extend a few feet up the bank face.Small volumes of cut beach sediment from installation of the anchors would be placed atop the finished cobble grade landward of the anchored logs and planted with native dunegrass (Leymus mollis) near completion of the project. The materials required for the soft shore protection design are as follows: 48 tons (33 cubic yards): Cobble("bull rock") 315-320 lineal FT of logs (western redcedar or Douglas fir only) with minimum dimensions: 8—30+ FT x 22+ IN dia., preferably with root mass 5—15 FT x 20 IN dia., with root mass if available 9 pre-cast concrete anchors (2x2x6 FT"ecology block")with 3 IN hole through center 215-230 lineal FT 1/2 IN marine-grade galvanized lashing chain 20—5/8 IN marine-grade galvanized shackles 120 bare root dunegrass (Leymus mollis; dune wild rye) starts Note that Jim Johannessen,the Licensed Engineering Geologist,should be on-site for project staking and to oversee the initial phases of project implementation.This will ensure that the gravel and logs are placed in the correct location and ensure that impacts to the surrounding beach habitats are minimized. Shoreline Substantial Development Exemption Justification This project is exempt from the Shoreline Substantial Development permit requirement based on it adherence to Jefferson County Code Section 18.25.560(3)which states: "Residential Bulkhead. Construction of the normal protective bulkhead common to single- family residences. A normal protective bulkhead includes those structural and nonstructural developments installed at or near, and parallel to, the ordinary high water mark for the sole purpose of protecting an existing single-family residence and appurtenant structures from loss or damage by erosion. A normal protective bulkhead is not exempt if constructed for the purpose of creating dry land. When a vertical or near vertical wall is being constructed or reconstructed, not more than one cubic yard of fill per one foot of wall may be used for backfill. When an existing bulkhead is being repaired by construction of a vertical wall fronting the existing wall, it shall be constructed no further waterward of the existing bulkhead than is necessary for construction of new footings. Soft Shore Protection project for Patric• elli Property • nabob Bay,July 16,2015,p.5 COASTAL GEOLOGIC SERVICES, INC. When a bulkhead has deteriorated such that an ordinary high water mark has been established by the presence and action of water landward of the bulkhead, then the replacement bulkhead must be located at or near the actual ordinary high water mark. Beach nourishment and bioengineering erosion control projects may be considered a normal protective bulkhead when any structural elements are consistent with the above requirements and when the project has been approved by the Washington Department of Fish and Wildlife." The proposed soft shore protection project meets the above criteria) in that it is soft shoreline protection design (it should be noted that the Jefferson County Code does not address soft shore protection and therefore the applicable residential bulkhead section of the Jefferson County is used)with the sole purpose of protecting an existing single-family residence and appurtenant structures from loss or damage by erosion, will use approximately 0.37 cubic yards of fill per linear foot of shoreline protection, is proposed for installation landward of the OHWM, and shall meet all requirements for approval by WSFW. SEPA Exemption Justification This project is exempt from SEPA process base on it adherence to the Washington Approved Coad (WAC) section 197-11-800(1)(c)(v) in that it proposes less than 500 cubic yards of fill (cobble "bull rock")to be placed above the OHWM for the purpose of protecting an existing single family residential structure. Stormwater This project is proposed on a land parcel of 33,557 SF with 4,600 SF of exiting impervious surface in the form of structure rooftops and gravel access road and driveway for existing lot coverage of 13.7%.The project proposes an additional 832 SF of compacted surface in the form of a cobble berm.This project is classified as "Small", "New Development" as determined by the attached stormwater calculation worksheet and Figure 1 flow chart. Per Jefferson stormwater regulations projects classified as "Small", "New Development" must employ as applicable the following 12 Construction Stormwater Pollution Prevention elements before and during the construction phase of the project: 1. Mark Clearing Limits 7. Protect Drain Inlets 2. Establish Construction Access 8. Stabilize Channels and Outlets 3. Control Flow Rates 9. Control Pollutants 4. Install Sediment Controls 10. Control De-Watering 5.Stabilize Soils 11. Maintain Best Management Practices 6. Protect Slopes 12. Manage the Project Limitations of This Report This report was prepared for the specific conditions present at the subject property to meet the needs of specific individuals. No one other than the client and the client's direct project partners should apply this report for any purposes other than that originally contemplated without first • Soft Shore Protection project for PaEricelli Property Dabob Bay,July 16,2015,p.6 COASTAL GEOLOGIC SERVICES, INC. conferring with the geologist who prepared this report.The findings and recommendations presented in this report were reached based on brief field visits.The report does not reflect detailed examination of sub-surface conditions present at the site. It is based on examination of surface features, bank exposures,soils characteristics, beach features, and geologic processes. In addition, conditions may change at the site due to human influences, floods, earthquakes, groundwater regime changes, or other factors.This report may not be all that is required by a construction contractor to carry out recommended actions. Great care must be exercised when working on unstable slopes or close to foundations. Thank you for engaging the professional services of Coastal Geologic Services, Inc. If we can be of any additional assistance please contact our office at(360) 647-1845. References Birdseye,R.U., 1976.Geologic map of East-central Jefferson County,WA, 1:24,000 scale. Johannessen,J.,A. MacLennan,A. Blue,J. Waggoner,S. Williams,W.Gerstel, R. Barnard,R.Carman,and H. Shipman, 2014. Marine Shoreline Design Guidelines. Prepared for Washington Department of Fish and Wildlife,Olympia,WA by Coastal Geologic Services Inc. http://wdfw.wa.gov/publications/015831 Johannessen,J.W., 1992. Net shore-drift in San Juan County and parts of Jefferson,Island,and Snohomish counties,Washington:final report,Western Washington University,for Shorelands and Coastal Zone Management Program,Washington Department of Ecology,Olympia, 58 p.,25 maps. Washington State Department of Ecology 1979,Washington Department of Ecology,Coastal Zone Atlas of Washington, Regional Volume 11,Jefferson County,Olympia, WA. Coastal Geologic Services Inc. o{ Wash; S I ineerinc- C n9 ,, r .Qa 47a1) edGe_a-;A James W. Johann*ssen Jim Johannessen, Licensed Engineering Geologist, MS Attachments Figure 1. Photo Page Project Plans Sheets 1-5 • Soft Shore Protection project for Patrice&Property • Photo Page 1 COASTAL GEOLOGIC SERVICES +i- . ; V ..',y , i' ' yr' ,'," �� '•+ '$` x r� Y," f�A e• am.c . ... 0,..4: . . 1 V' f k . 1 Photo of existing cabin, left, circa 1970's Photo of historic bulkhead and existing cabin from,taken circa 1970's (—emrre4 �" t ` i sue: rig - Photo of historic bulkhead and existing cabin from,taken Photo of historic bulkhead, creek alignment and existing circa 1970's cabin from, taken circa 1970's } ,- '.4 F$ . Photo 2006 conditions Typical high tide conditions Photo Page 1. Ground photographs of the project area taken 1970's to present Soft Shore Protection project for Patricelli •P• • Photo Page 2 COASTAL GEOLOGIC SERVICES lilblo, ..r., . . : (�+16 i;.,: ... ..,,,44,:.it,. i t .X. ` • t �.',y ! s As ; y fie t 3 'r6 �'' A1't rr r , ~. }iwFau..f'y° «.rw d • .. ,. -„a • Photo of recent bank slumping • r a W _ J� '-.�l: , :..*" y�.°Yom.. '1•,yY OV -4- `" x' 7.�k _ .^ Photo of shoreline recession taken from cabin roof. Photo Page 2. Recent ground photographs of the project area • • COASTAL GEOLOGIC SERVICES, INC. memorandum tt 2 rr Date: July 17, 2015 # E,0 1E 0 V To: Jefferson County Department of Community Development r---- `� From: Alexis Blue, PE, MS, Coastal Geologic Services, Inc. R��t�-� Re: Hydraulic Analysis of Anticipated Effects for Proposed Prdje41 Pati4ell�Ptopervy i , JEFF[RSO I CGUN1Y Introduction and Purpose L. 0F7°FCC'"'°'"m 510PM" The purpose of this brief memo is to document the anticipated hydraulic effects of the proposed soft shore protection project at the Patricelli property located at 1641 Camp Discovery Road in Jefferson County, WA on Dabob Bay to satisfy application requirement 18.25.410(10) (e).A thorough analysis was not necessary due to the fact this is not a structural application. The details of the proposed soft shore protection project are found in a separate memo and design sheets by Coastal Geologic Services (CGS).The proposed soft shore protection project is intended to place anchored logs,gravel, and vegetation landward of the Ordinary High Water Mark(OHWM) to protect the eroding beachface as well as trap additional drift logs to minimize potential erosion. There will be very little change to any hydraulics of the site due to the proposed project. Only wave energy at high tide at the site will be slightly decreased along the property's shoreline due to wave dissipation along with slight changes in topographic elevations.All other wave forces will not be changed. The anticipated specific effects on wave energy,forces, and velocities will be described in the following sections. Wave Energy Wave energy will be dissipated nearest the project shore due to the proposed project. Cobble and placed logs, as well as future anticipated accretion of logs and additional sediment will absorb more wave energy than under existing conditions. Additionally,the alignment of the property shore will not be changed due to the project.Therefore, energy will not be altered due to change in wave focusing. Wave Reflection, Refraction, and Diffraction The alignment of the property shore will not be changed due to the project and the topography waterward of OHWM is not changing.Additionally,there will be no increase in structures at the property shore. Therefore,wave refraction pattern changes from topography/bathymetry and diffraction patterns from structures will not change due to project installation.Wave reflection could slightly decrease due to the softening of the shore in the area of the current very low bank scarp. 1711 Ellis St. Suite 103, Bellingham, WA 98225 (360)647-1845 www.coastalgeo.com • Soft Shore Protection project for PatnceKr Property Dabob Bay,July 17,2015p.2 COASTAL GEOLOGIC SERVICES, INC. Elevations The topography of the property shore landward of OHWM is changing slightly due to the project. The landward storm berm elevation is increasing due to the project.The scarp between the lawn and shore is being relaxed with the cobble ("bull rock") placement and anchored log design elements. Due to this enhanced storm berm construction,the water elevations will change slightly in this area to avoid scouring or end erosion. Water Velocities Marine water velocities will not be changed due to all project design elements installed above OHWM. Limitations of This Report This report was prepared for the specific conditions present at the subject property to meet the needs of specific individuals. No one other than the client and the client's direct project partners should apply this report for any purposes other than that originally contemplated without first conferring with the Engineer who prepared this report.The findings and recommendations presented in this report were reached based on brief field visits.The report does not reflect detailed examination of sub-surface conditions present at the site. In addition, conditions may change at the site due to human influences,floods, earthquakes, groundwater regime changes, or other factors.This report may not be all that is required by a construction contractor to carry out recommended actions. Great care must be exercised when working on unstable slopes or close to foundations. Thank you for engaging the professional services of Coastal Geologic Services, Inc. If we can be of any additional assistance please contact our office at(360) 647-1845. Coastal Geologic Services Inc. �y,1SC, a, Ap 4 �� ,0 4' ..„404240, • 7'•"' M. n Alexis Blue, PE, MS Coastal Engineer P atricelli Soft Shore Protection Project Habitat Management Plan July 22, 2015 For: R p Richard It Leah Patric=l } E C E Q v E 9502 Peacock Hill Av- �U Gig Harbor, WA 98332 n JUL 31 2015 JEFFERSON COUNTY OFPL OF COMMUNITY DEVELOPMENT t-_r 1E S �.I� k ESS1V5 MARINE SURVEYS Et ASSESSMENTS 521 Snagstead Way Port Townsend WA 98368 (360) 385-4073 marine.surveys.inc@gmail.com Table of Contents List of Figures and Attachments I. Project Information 3 a. Project Location 3 b. Applicant Information 3 II. Project Description 3 III. Listed Species and Habitats 3-4 IV. Effects Analysis of the Proposed Development 4 a. Direct Effects 4 b. Indirect Effects 4 V. Mitigation and Management Measures to Minimize or Avoid Impacts 4-6 VI. Summary 6 References 6 Figures 1. Documented forage fish spawning areas 7 2. WDFW Priority and Habitats list 8 3. Washington State Coastal Atlas slope stability map 9 4. Photographs of the site 1 0-1 5 Signature 16 MS&A Patricelli Soft Shore Protection Project•2 L Project Information This document has been prepared to fulfill the requirements contained in the Jefferson County Shoreline Master Program, Item 18, 25.410(Structural Shoreline Armoring and Shoreline Development)Policies 10, items a-i. Project Location: 1641 Camp Discovery Road, Quilcene, WA 98376 Section 22, Quarter Section SEI/4, Township 27N, Range 01W Latitude 48.07766°N; Longitude 122.788455°W Applicant Information: Richard and Leah Patricelli. 9502 Peacock Hill Ave., Gig Harbor,WA 98332 The project location is seen in Sheet 1 in the Attachment 15-017 Patricelli CGS 150716. II. Project Description "Coastal erosion has been occurring at an increasing rate in recent years due to the high wave energy from the south southwest(SSW)at the Patricelli residence located at 1641 Camp Discovery Road, in Jefferson County,WA on Dabob Bay. If the current erosion rate is allowed to continue the existing cabin and on-site septic system components will clearly be threatened.The proposed soft shore protection project is intended to place anchored logs,gravel,and vegetation landward of the Ordinary High Water Mark to protect the eroding beach face as well as trap additional drift logs to minimize potential erosion."As quoted from the reference below. See the Attachment 15-017-Patricelli-CGS-Soft-Shore design memo and Exemption FINAL for additional project information. III. Listed Species and Habitats a. Habitat information Vegetation at the project site is composed primarily of grass, some blackberry and vetch species and weeds. There are three Douglas fir trees, 10"diameter, 12"diameter and 18"diameter toward the shoreline from the cabin (Figure 4, Photographs of the site). Seaward of the lawn area,the beach is covered with woody debris of various sizes. Beyond the woody debris,the substrate is peagravel and sand changing into cobble and small rocks that extends at least 200'seaward. b.Priority habitats and species According to the Washington Department of Fish and Wildlife, a number of priority habitats and species are found within the site vicinity(WDFW 2103a; Figure 2). c. Endangered Species Act listed species The property is located in Dabob Bay, which is considered a Fish and Wildlife Habitat Conservation Area (FWHCA)because there are many species that are listed under the Endangered Species Act that are,or could be, present in the waters adjacent to the project site. The following species may occur in the waters adjacent to the project site. In the project area,there are two salmon species, Hood Canal summer-run chum(Oncorhynchus keta)and Puget Sound chinook(Oncorhynchus tshawytscha), listed under the Endangered Species Act as threatened species according to the National Marine Fisheries Service(NMFS)(Federal Register/Vol. 64,Nos. 56 and 57/Rules and Regulations). On May 11, 2007 NMFS also listed the Puget Sound steelhead(Oncorhynchus mykiss)as a threatened species under the ESA (Federal Register/Vol. 72,No. 91 /Friday,May 11,2007/Rules and Regulations). Bull trout(Salvelinus confluentus)were listed as threatened by the United States Fish and Wildlife Service(USFWS)in October of 1999. On April, 23, 2009, NOAA listed the distinct population segments(DPSs) of yelloweye and canary rockfish as threatened species under the Endangered Species Act(ESA)and proposed that the Georgia Basin DPS of bocaccio be listed as endangered. According to NOAA(Federal Register/Vol. 75, No. 81 /April 28, 2010/Rules and MS&A Patricelli Soft Shore Protection Project•3 Regulations),the area for the proposed listed rockfish includes all of Puget Sound south of Admiralty Inlet. The Georgia Basin refers to all of Puget Sound, including the area around the San Juan Islands,and the Strait of Georgia north to the mouth of the Campbell River in British Columbia.The western boundary of the Georgia Basin runs from east of Port Angeles to Victoria in the Strait of Juan de Fuca. Critical Habitat has been proposed for the above mentioned rockfish(Federal Resister(Federal Resister/Vol. 78, No 151 /Tuesday,August 6, 2013/Proposed Rules). On September 2, 2005,NMFS issued the final rule designating critical habitat for 12 Evolutionarily Significant Units(ESUs)of West Coast salmon, including the Puget Sound Chinook Salmon ESU and the Hood Canal Summer-run Chum ESU. The project site is adjacent to the designated area for the Puget Sound Chinook and Hood Canal Summer-run ESUs (Federal Register/Vol. 70,No.170/Friday, September 2, 2005/Rules and Regulations). On November 15, 2005 NMFS listed the Southern Resident killer whale(Orcinus orca)as endangered under ESA (Federal Register/Vol. 70, No. 222 /November 18,2005 /Rules and Regulations). NOAA Fisheries has designated critical habitat for killer whales(Federal Register/Vol. 71, No. 229/November 29, 2006/Rules and Regulations). "Critical habitat includes waters deeper than 20'relative to a contiguous shoreline delimited by the line of extreme high water." There have been no confirmed sightings of Southern Resident killer whales in Hood Canal. The project site is not located in an area designated as critical habitat for the Southern Resident killer whales. The project site is adjacent to the shoreline designated as critical habitat for Coastal-Puget Sound bull trout (Federal Register/Vol. 70, No. 185/September 26, 2005 /Rules and Regulations). NMFS also listed the Pacific leatherback sea turtle(Dermochelys coriacea)as endangered species that may occur in Puget Sound. Marbled murrelets(Brachyramphus marmoratus)have also been listed as threatened by the USFWS since 1992. There is no murrelet critical habitat near the project site(Federal Register!Vol. 61, No. 102/ 1996/ Rules and Regulations). There is designated critical habitat for Leatherback sea turtles on the Washington coast(Federal Register/Vol. 77, No. 17/January 26, 2012/Rules and Regulations), but not at the project site. III. Effect Analysis of Proposed Project a.Direct impacts of construction Direct impacts to the adjacent waterbody will be minimal,if they occur at all, for the following reasons. All construction and heavy equipment operation will take place landward of the OHWM. A backhoe will be used for excavation of the holes for the 2x2x6 ft concrete blocks(ecology blocks). All material will be brought to the site on trucks.No barges will be used in this project. Additional measures that will minimize and/or avoid direct impact are seen below. b.Indirect impacts of the project The project will have no impacts on listed fish species adjacent to the project site because all work will be landward of the OHWM. As noted in the Attachment 15-0 17-Patricelli-CGS AGBPE Hydraulic,there will be very little change to the hydraulics at the site as a result of the proposed project. Removal of the creosote-treated pilings will further minimize any adverse impacts caused by the leaching of creosote into the beach substrate. Planting of the dunegrass will improve soil stability, sediment control,nutrient input and fish prey production. IV. Mitigation and Management Measures to Minimize or Avoid Impacts 1. All project activities and impacts shall be above Mean Higher High Water(MHHW), and the approximate Ordinary High Water Mark(OHWM) and activities shall not occur in areas inundated by tidal waters. 2. Approximately eight existing creosote-treated pilings will be removed from the beach and backshore area. 3. Work during holidays,weekends and outside the normal word hours requires prior arrangements and approval. MS&A Patricelli Soft Shore Protection Project•4 4. The contractor shall contact utility location service 48 hours prior to starting construction at 1-800-5555 or 811. 5.The contractor shall restore all private and public property disturbed by the project immediately after construction. 6. Contractor shall sweep and remove all debris tracked onto existing roads during all phases of construction. 7. The contractor shall keep records of deviations and forward to the project Engineering Geologist. 8. A copy of the approved plans must be on the job site whenever construction is in process. 9. See page 5 of the Attachment 15-017-Patricelli-CGS-Soft-Shore design memo and Exemption FINAL for stormwater control details. 10. Planting and monitoring plan: This plan includes the installation of 120 bare root dunegrass(Leymus mollis;dune wild rye)in the area seen in Sheets 4 and 5 of the attached drawings.These plants are native plants that can tolerate salt spray from a marine environment. They were selected to improve the overall value of the functions in this critical area buffer. Soil stability, nutrient input and wildlife habitat were all important factors. Plants should be installed in late fall or early spring following the construction work. Plants will be laid out by hand generally on 12"by 12" centers. B.Performance Standards Performance standards are measurable criteria for determining if the goals and objectives of the mitigation project are being achieved. If the proposed benchmarks are not achieved by comparing the surveys to the mitigation goals, then contingency plans will need to be implemented. Performance Standard Immediately after planting,all plants will be counted and documented. At the end of each growing season(late Aug-early Sept)plots will be visited and a count of surviving plants will be documented. The percent survival for the plots will be calculated by dividing the total number of plants after planting by the total number of surviving plants at the end of the season. Photo stations will be determined and a photograph of each location will be taken on an annual basis. Individual plants that die shall be replaced with native species in order to meet the survival performance standards. • A 90%planting survival at one-year following installation or 60%aerial coverage; • An 80%survival in years 2, 3, 4, and 5 or 75%aerial coverage in any year;and Less than 10%aerial cover of non-native invasive species within the proposed mitigation area. Reporting/Monitoring An as-built report documenting the installation of the vegetation shall be submitted within 30-days of installation. Any changes to the approved installation will be noted and described. Once the as-built report has been approved County staff,monitoring reports shall be submitted annually for 5 years beginning one year from the date that the County formally accepts the as-built report. The Year 1 report shall document mitigation site conditions after the mitigation site has been installed for a year. Reports shall be due by November 30 of the monitoring year. The report will document the condition of the vegetation management area and the status of the area with respect to the approved performance criteria. The reports should include site photos of the plants. Submitted photos must be formatted on standard 8 '/z"by 11"paper, dated with the date the photo was taken,and clearly labeled with the direction from which the photo was taken. The photo location points must be identified on a project site plan. Each annual monitoring report shall include brief written and photographic documentation on plant mortality and replanting efforts and must document whether the performance standards are being met. Monitoring results will determine whether or not contingency measures will be needed. The homeowner may conduct and deliver the annual monitoring reports to the County. Maintenance and Contingency If a performance standard is not met for all or any portion of the mitigation project then the applicant will seek to remedy the situation, i.e. replace plantings, conduct maintenance, to bring the site into compliance with the performance standards. MS&A Patricelli Soft Shore Protection Project•5 • V. Summary Because of the mitigation and management measures seen above, any impacts to the baseline conditions at this site will be positive and there will be no net loss of function and value at the project site. References Federal Register/Vol. 70, No. 123/Tuesday,June 28, 2005 /Rules and Regulations Federal Register/Vol. 70,No.170/Friday, September 2,2005/Rules and Regulations Federal Register/Vol. 72,No. 91 /Friday, May 11,2007/Rules and Regulations. Federal Register/Vol 78,No 9/Monday,Jan. 14,2013 /Proposed Rules. Jefferson County Code(JCC). Available: http://www.codepublishing.com/WA/JeffersonCounty/ Washington Department of Fish and Wildlife(WDFW).2013a. Priority Habitats and Species report. Available at: http://wdfw.wa.gov/mapping/phs/. Olympia, Washington. Figure 1. Documented forage fish spawning beaches MS&A Patricelli Soft Shore Protection Project•6 I.• PROJECT SITE qk Camp Uscove-y 4A „IF. SURF SMELT BEACH SAND LANCE BEACH MS&A Patricelli Soft Shore Protection Project•7 Figure 2. Priority habitats and species (WDFW) within a 400'radius of the site WASHINGTON DEPARTMENT OF FISH AND WILDLIFE PRIORITY HABITATS AND SPECIES REPORT SOURCE DATASET: PHSPIusP blic Query ID: P150713111654 REPORT DATE: 07113/2015 11.17 Comm Mew MY Name Priem/Area Maned Navel SUM SMWIa Dah Smote En* S[rMd Nome Scum Dame Occoli Ce TYM Slab sews Reavai an Cwaleer Tres Somme Roma Man teaelaaan(1RlL) MS Using BWt Naha Source DMA Apn RemromenasY•e Delpereas Crab NM Gwen Resales NA NM N µ{My Sneesh_Simnery Presence WA AS MAPPED POWOrs WA PHS Luke ESTUARINE INTERTIDAL NM Aprelc Rabbi NA WA N US FM and M1ede Some M\MPOLY Armee UMNa NM A9 MAPPED Pdltqus mM/AYww.edy wa, PHS UMW HadeneJ Cli NN Gam Pretend. NA WA N MDFW SINYbn_SUnwY Presence WA AS MAPPED PMygOM WA PHS latest Neeern Spatted Om Housemen!Bolter NA Threared Y 11M Dept of Fen end~de Snot ocadenlalts WS_6NSbtus_Sei Management buRn Endangered TCYAMSHIP PAMPos him/tonne WA WalpubeCAtNNrpM PAP PHS Uaee Oyster Beds Not Gwen Presence NA WA N WOFW Sneimnn_Strmnery Presence WA AS MAPPED PM/OMe WA PHS LShd MS&A Patricelli Soft Shore Protection Project•8 Figure 3. Washington State Coastal Atlas slope stability area HR i > 4 y } yy Fn. r .AIF y 't} y r A ,,. '''e is S r L ,ii" k " a 30 60ft F.,,.' eI t ` 1 '"ri, I ECT SITE , wr+ J 1 S ' ''8,.%* i4k , • ' " t , 4 , , . ,, MS&A Patricelli Soft Shore Protection Project•9 Figure 4. Photographs of the site N • yy `rya Y !p Vtd' Y1`.. Wi �h r.f' S,• - y� M ♦ x. . s4, `41^ ;`\'gyp l ' tl:; ' b C J *4;40. � t , e- S v��y � ♦ 4 'S "rte • 'a`" f y0y, 4♦R r ♦ h 1 'r''`� j '' ems" °� 1 e.4�1► ,�.i " +i °: - a it • 1 {r* il ,w• . 3 •' r ti 1 k:; pt . u . m 0r5 _ `' p 1 _ ... V N `'1 4,i•, • ,4. Google aerial MS&A Patricelli Soft Shore Protection Project• 10 , .w d. .Niiiiit 1 < '�� . ,-rte it•,�r.. i n. w , Hr k 4,'x'14+!a ne ♦ ' �'+?,. ..Li.. ■3•._1i 4.0,'' ] S! k' t s tdsy��t- y 7 -:n _ v� Sx #y aQ�"- nr P� �4�'y'4 rv'n *8„� a'qP y 14t rr YNe 41. ' � t a ,-N.: -,'t. n lif 04 , 4: M ry It 1 .... , s i � ` / + vin �. M l, Looking north at the site MS&A Patricelli Soft Shore Protection Project• 11 r ,-k ' »i t ", d �, c::‘ e"�d:+`wsa' n R#. 110140'1..t, 6» *,- m ,`em 'tS . s.- 4 • e Y.'' f` i " yc„y PRA , ti + : '114' Y c •` ' .r” Ate ` ;' ' y, F y + i� .V f �3rygg. ° ,�. �! y,. t , '.�z- a 1T '3 ' a. . /fs I, iF 44, ite 4 a f.1 , t ' y ' ; . J1 ' 41116, , , , 041.4\ ' ' ',t' ' 1 '. )1 \s,''' ',A" .. 4114' 1. : h. _ fl--, 41-4,!,17' u ,* c ' . " �„�"�. . t i , µ . n ��«,• �+i -� ., �. r -� s t e I.T_ It 4 era( ,> y' 11 Typical creosote-treated pilings to be removed as mitigation �. . , 4. A• q ■ A .t.. _ _• . " "`"' ,.. it ':::,.."∎,, 1".°... . 4.-"0.4,06. • ' "',N . . , . . . , .. .,,,...-- .-- .. , a..** View from beach area toward the cabin MS&A Patricelli Soft Shore Protection Project• 12 i .. } ti ti� ' w &l «. \ i y t A � House to the south of the site MS&A Patricelli Soft Shore Protection Project• 13 Soft Shore Protection project for Patricelli Property Photo Page 1 COASTAL GEOLOGIC SERVICES '',:alit-ii�,-...1;': '4'4*'' ' 1 r , . Photo of existing cabin, left,circa 1970's Photo of historic bulkhead and existing cabin from,taken circa 1970's 'y`-'.:i+ tag. �`j F•w:.- 'T 6 ® Ifgir^Re �•“"--....,t''- °"'.. ♦ • +F,z,„ c` ,®„'R,• . k�r Nl , ,�-:,,,,,4-'•• a t, , c .fI h �.. Y :',r'. am• }. Eft Y . - d� 1 .,� 1 �Y 4 y gib. H'• I 4 _.fi •r . ra- -wr. r -, v r 4 • Photo of historic bulkhead and existing cabin from,taken Photo of historic bulkhead, creek alignment and existing circa 1970's cabin from, taken circa 1970's td , +�.._.r. i ra . •;c: Photo 2006 conditions Typical high tide conditions Photo Page 1. Ground photographs of the project area taken 1970's to present MS&A Patricelli Soft Shore Protection Project• 14 Soft Shore Protection project for Patricell/Property Photo Page 2 COASTAL GEOLOGIC SERVICES _._.,.___._____- �i3g1r :�, �a 0 • . • "!r 4 u Yr +r" yam•. a .. #OF * ♦y 7-rt s" r, . r. g 'f� � s yA4"'��A�YT' 'a,�f .P�'w •mod „�,, v . Y i t ` •TM F' ..q� N ,r y 4 rg. iY r a mow.. mow« - « A Photo of recent bank slumping . ."tea' r. , FJ y� .. tR�-43i Mi , q` Y • vai, 'l N ' ' 4- ;610:1' IC ^ ' .' , - —-•• • T j 9 Myk A, d"� tT h yk� M iti Photo of shoreline recession taken from cabin roof. Photo Page 2. Recent ground photographs of the project area__ MS&A Patricelli Soft Shore Protection Project• 15 Amy Lehman—Signature /A is `_ __ July, 22, 2015 Conski ant,Amy Leitman Date Marine Surveys&Assessments MS&A Patricelli Soft Shore Protection Project• 16 PRE15-00006 Pre-application Conference Dick Patricelli Shore Defense Works Attendees: Dick Patricelli (property owner); Chris Waldbillig, Washington Department of Fish and Wildlife; Donna Frostholm, Jefferson County Department of Community Development Meeting Date/Time/Location: April 1, 2015/2:00/Onsite Applicant: Dick Patricelli, 1641 Camp Discovery Road, Quilcene, Washington 98376 Description of Proposal: The applicant is interested in shore defense works to protect an existing house. The property is along Dabob Bay. The Jefferson County Code is available on-line at http://www.codepublishinq.com/ DEVELOPMENT REVIEW DIVISION Land Use: • Zoning— Rural Residential 1:10. • SEPA(WAC 197-11)—If any portion of the proposed work would occur in water(including wetlands)or if more than 500 cubic yards of fill will be used, the proposal would be subject to review under the State Environmental Policy Act (SEPA) and an Environmental Checklist would need to be submitted. Shoreline Master Plan: Dabob Bay is within shoreline jurisdiction and development within shoreline jurisdiction and must comply with the county Shoreline Master Program (SMP) and the state Shoreline Management Act(SMA). • Shoreline Designation—Aquatic below ordinary high water mark(OHWM); Conservancy above OHWM. • Shore defense works using structural armoring are reviewed as a conditional use (administrative), which uses a Type II permitting process. All applications processed as Type II require a notice of application, with the final permitting decision made by DCD staff. Proposals to armor or stabilize shorelines would be reviewed against JCC 18.25.410 • Shore defense works using soft engineering would be permitted as a shoreline substantial development approval unless the proposal meets the shoreline exemption criteria of JCC 18.25.560(3)for residential bulkheads. If this exemption is not met, the proposal would require a shoreline substantial development, which is a Type III process requiring a notice of application and a public hearing before the Jefferson County Hearing Examiner. The proposal would be reviewed against JCC 18.25.410(1), (2), and (10). • The applicant must show compliance with JCC 18.25.410 (shoreline armoring and stabilization); JCC 18.25.590 (conditional use requirements); and the general requirements of Article VI, Chapter 18.25 JCC. Final approval of the shoreline application is through Washington State Department of Ecology. • Requirement of concern: (1) armoring of accretion landforms is prohibited in JCC 18.25.410(5)(a); focus of armoring and stabilization policies and regulations is to prevent erosion. Critical Areas: • Geologically Hazardous Areas (unstable shoreline slope stability, slides and moderate landslide hazards, seismic hazards)—Submit a geotechnical report based on Articles V(geologically hazardous areas) and VIII (special reports) of Chapter 18.22 JCC. • Fish and Wildlife Habitat Conservation Area (listed species in marine water, possible eelgrass and forage fish habitat)—Development will occur in an areas that have the potential to support listed fish species. Submit a Habitat Management Plan prepared by a qualified biologist based on Articles VI (Fish and Wildlife Habitat Conservation Areas) and VIII (Special Reports) of Chapter 18.22 JCC. • Wetlands—Wetlands are mapped along the shoreline. Submit a wetland report prepared by a qualified biologist based on Articles VII (Wetlands)and VIII (Special Reports)of Chapter 18.22 JCC. • Frequently Flooded Areas—Proposal would likely be constructed outside of a FEMA flood boundary; therefore, no report is needed. • Seawater Intrusion Protection Zone (coastal) and Aquifer Recharge Area (susceptible)—Project is not expected to affect the SIPZ or the aquifer recharge area. Application and Fees: • Complete Shoreline Substantial Development Application includes the following: o Permit Application o JARPA o Environmental Checklist o Site Plan o Drawings showing plan and elevation views o Habitat Management Plan I` o .7o Wetland Report Of wetlands occur in project area) o Stormwater Calculation Worksheet • Fees due at the time of application: To be determined based on type of shoreline application submitted. Maximum fee is likely to be approximately$3,057.50 ($2,258.00 shoreline conditional use application, $780.00 SEPA review fee, and $19.50 scanning fee). • Building fees apply to this application and would be in addition to the land use/zoning fees above. • If you plan on walking in to submit the application, make an appointment to meet with the permit technician, Sally, by calling 360-379-4450. OTHER REGULATORY/LAND USE CONSIDERATIONS • The project must comply with the Shoreline Management Act. • The project may need a Hydraulic Project Approval (HPA) from Washington Department of Fish and Wildlife. • This project will be reviewed by Washington Department of Natural Resources. Please contact this agency prior to submitting to DCD (see attached sheet). • This project may need a permit from the U.S. Army Corps of Engineers (see attached sheet). This agency has jurisdiction over waters of the U.S., including wetlands, and issues permits pursuant to Section 404 of the Clean Water Act. PRE-APPLICATION MEETING LIMITATIONS It is impossible for the conference to be an exhaustive review of all potential issues. The discussions at the conference or the information provided by the administrator shall not bind or prohibit the county's future application or enforcement of all applicable laws and regulations. No statement or assurance made by county representatives shall in any way relieve the applicant of his or her duty to submit an application consistent with all relevant requirements of county, state and federal codes, laws, regulations and land use plans. -C/A44 WI S re.U �- f/wrd ( (\rye/ e. k4.t- . /40 weilav d Kgport Kteded, t 18.25.100 (ii) That are associated with the lives of (e) *"Beach restoration and enhancement" significant persons in our past;or means the alteration of terrestrial and tidal shore- (iii) That embody the distinctive charac- lines or submerged shorelines for the purposes of teristics of a type, period or method of construe- stabilization,recreational enhancement, or aquatic tion,or that represent the work of a master,or that habitat creation or restoration. The materials used possess high artistic values,or that represent a sig- depend upon the intended use.For instance,to cre- nificant and distinguishable entity whose compo- ate a beach for recreational purposes, various nents may lack individual distinction;or grades of clean sand or pea gravel are often used. (iv) That have yielded or may be likely To restore or recreate a shore feature or an under- to yield,information important in history or prehis- water aquatic environment (e.g., a reef), a combi- tory. nation of a rock matrix and sand or other materials (gg) "Archaeologist" is a person listed on may be used. To restore riparian habitat functions, the Washington State Department of Archaeology native vegetation may be used. and Historical Preservation list of qualified archae- (f) *"Base flood" means the flood having a ologists. one percent chance of being equaled or exceeded in (hh) "Associated wetlands"means wetlands any given year; also known as the 100-year flood, that are in proximity to tidal waters,lakes,rivers or as shown on the FIRM maps. streams that are subject to the Shoreline Manage- (g) *"Base flood elevation" means the ele- ment Act and either influence or are influenced by vation for which there is a one percent chance in such waters. Factors used to determine proximity any given year that flood levels will equal or and influence include but are not limited to: loca- exceed it. tion contiguous to a shoreline waterbody, forma- (h) "Beach access structure"means a struc- tion by tidally influenced geohydraulic processes, tural pathway/walkway for purposes of providing presence of a surface connection including through pedestrian access to a beach or shoreline area, not a culvert or tide gate, location in part or whole for motorized vehicle access. It often includes a within the 100-year floodplain of a shoreline,peri- stairway, tram, stair tower, platform and/or ele- odic inundation, and/or hydraulic continuity. vated walkway anchored to the ground surface by (ii) *"Average grade level"means the aver- structural means. age of the natural or existing topography of the por- (i) "Beds of navigable waters" or "bed- tion of the lot, parcel, or tract of real property on lands" means those lands lying waterward of and that part of the lot to be occupied by the building or below the line of navigability on rivers and lakes structure as measured by averaging the elevations not subject to tidal flow, or extreme low tide mark at the center of all exterior walls of the proposed in navigable tidal waters, or the outer harbor line structure. In the case of structures to be built over where harbor area has been created (RCW the water,the average grade level shall be the ele- 79.105.060(2)). vation of the ordinary high water. (j) "Bedrock" means a general term for (2) B Definitions. rock, typically hard, consolidated geologic mate- (a) *"Backshore" means the area landward rial that underlies soil or other unconsolidated, of the high tide line wetted by storm tides but nor- superficial material or is exposed at the surface. mally dry.It may be a narrow gravel berm below a (k) "Berm"or"protective berm"means one sea bluff or a broader complex of berms,marshes, or several accreted linear mounds of sand and meadows,or dunes. gravel generally paralleling the shore at or land- (b) *"Barrier beach" means an accretion ward of OHWM; berms are normally stable shore form of sand and gravel that has been depos- because of material size or vegetation,and are nat- ited by longshore drift in front of bluffs, bays, urally formed by net-shore drift. Also, a linear marshes, or estuaries, and functions like a storm mound used to screen an adjacent activity (e.g., a barrier. parking lot) from transmitting excess noise and (c) *"Bar" means a marine or river shore glare. form similar to a spit or a hook, though generally (1) *"Best management practices (BMPs)" not attached to the mainland during periods of high means systems of practices,schedules of activities, water. prohibitions, maintenance procedures, and man- (d) *"Beach"means the zone of unconsoli- agement measures that prevent or minimize dated material that is moved by waves, wind and adverse impacts to the environment. tidal currents. (m) ****"Bioengineering"or"biostabiliza- tion"means the practice of using natural vegetative (Revised 3/14) 18-122 . Jefferson County Code 18.25.100 materials to stabilize shorelines and prevent ero- culture includes but is not limited to geoduck tubes, sion. This may include use of bundles of stems, oyster longlines, clam netting, oyster rack and root systems, or other living plant material, soft bags, and clam bags. Bottom culture does not gabions, fabric or other soil stabilization tech- include aquaculture suspended from rafts or buoys niques, and limited rock toe protection where or contained in floating net pens. appropriate. Bioengineering projects often include (u) ****"Breakwater" means an offshore habitat enhancement measures (e.g., anchored structure that is generally built parallel to shore that logs, root wads, etc.). Such techniques may be may or may not be connected to land, and may be applied to creeks, rivers, lakes, reservoirs, and floating or stationary. Their primary purpose is to marine waters.Bioengineering may also be applied protect harbors, moorages and navigation activity in upland areas away from the immediate shore- from wave and wind action by creating stillwater line. areas along shore. A secondary purpose is to pro- (n) *"Board (BOCC)" means the board of tect shorelines from wave caused erosion. Most county commissioners for Jefferson County. Also breakwaters in the Pacific Coast are rip-rap mound referenced as board of commissioners or county construction. commissioners. (v) "Buffer" or"buffer zone, strip, or area" (o) *"Boat building and repair, commer- means the area adjacent to a shoreline or critical cial" means a commercial establishment where area that separates and protects the area from boats are constructed,dismantled,stored,serviced, adverse impacts associated with adjacent land uses. or repaired,including maintenance work thereon. A buffer is measured horizontally and perpendicu- (p) "Boating facilities"means any public or larly from the ordinary high water mark, and private facility for storing or launching vessels or includes the three-dimensional airspace above. watercraft. This includes marinas, open water (w) "Building"means any structure used or moorage and anchorage areas, boat launch ramps, intended for supporting or sheltering any use or boat lifts,mooring buoys,piers,floats and docks or occupancy as defined in the International Building any other similar single-user or shared-use facility Code. for public recreational use or private residential (x) *`Building envelope"means: use.For purposes of this program,boathouses,boat (i) A three-dimensional space in which a repair shops, and other upland boat storage struc- building or structure may be built meeting septic tures are not considered boating facilities. requirements; (q) "Boathouse" means an enclosed struc- (ii) A plat restriction for the purpose of ture designed and used exclusively for the storage defining building coverage areas for individual of boats and boating equipment and not used as a lots,or for describing shoreline building setbacks; dwelling unit. (iii) The buildable area of a lot, tract or (r) ****"Boat launch" or "boat ramp" parcel after applicable setbacks,buffers,easements means a slab,pad,plank,rail,or graded slope used and other restrictions on the lot, tract or parcel are for launching boats by means of a trailer, hand, or taken into account. mechanical device. (y) ****"Bulkhead" means a wall usually (s) "Boat lift" is an in-water structure used constructed parallel to the shore with the primary for the dry berthing of vessels above the water level purpose of containing and preventing the loss of and lowering of vessels into the water periodically. soil caused by erosion or wave action. Bulkheads A boat lift as herein defined is used to berth and are usually constructed of rock, poured-in-place launch a single vessel, suspended over the water's concrete, steel or aluminum sheet piling, wood or surface.A boat lift is generally a manufactured unit wood and structural steel combinations. They may without a canopy cover and may be placed in the be either thin structures penetrating deep into the water adjacent to a dock/pier or as a stand-alone ground, or more massive structures resting on the structure. A boat lift may be designed either for surface. boats or personal watercraft.A boat lift is to be dif- (3) C Definitions. ferentiated from a hoist or crane used for the (a) *"Campground and camping facilities" launching or haul-out of vessels. means a facility in which sites are offered for per- (t) "Bottom culture" means all aquaculture sons using tents or other personal, portable over- systems that are set on or securely and rigidly night shelters. Campgrounds are for short-term attached to the tidelands or bedlands and do not stays and do not include trailer parks. extend higher than six feet from the bottom (b) "Canopy"means the collective branches (excluding hoists and similar apparatus). Bottom and foliage of a single tree or group of trees,aggre- 18-123 (Revised 3/14) 18.25.410 (f) High Intensity. Restoration may be per- line reach, which may differ substantially from miffed subject to provisions of this program. adjacent reaches. (3) Regulations. Restoration shall be carried (i) Vertical concrete or rock walls should be out in accordance with an approved restoration avoided whenever possible and only be used to plan and in accordance with the policies and regu- protect shorelines as a last resort and only when lations of this program.[Ord.7-13 Exh.A(Art.VII extreme measures are required. § 7)1 (j) Structural shoreline armoring should not interfere with existing or future public access to 18.25.410 Structural shoreline armoring and public shorelines nor with other appropriate shore- shoreline stabilization. line uses such as navigation, seafood harvest, or (1) Policies. recreation. (a) The county should take active measures (k) When seeking approval for new struc- to preserve natural unarmored shorelines and pre- tural shoreline armoring, the project proponent vent the proliferation of bulkheads and other forms should include public access that is consistent with of shoreline armoring. JCC 18.25.290(Public access). (b) Nonstructural stabilization measures (I) Proponents of new structural shoreline including relocating structures,increasing buffers, armoring should coordinate with other affected enhancing vegetation,managing drainage and run- property owners and public agencies to address off and other measures are preferred over structural ecological and geo-hydraulic processes, sediment shoreline armoring. conveyance and beach management issues for the (c) Structural shoreline armoring should whole drift sector (net shoreline-drift cell) or only be permitted when necessary to support a pri- shoreline reach where feasible. mary structure associated with an approved shore- (m) Where feasible, any failing, harmful, line use/development,public infrastructure, and/or unnecessary, or ineffective structural shoreline essential public facilities when other alternatives armoring should be removed, and shoreline eco- are infeasible. logical functions and processes should be restored (d) Where beach erosion threatens an exist- using nonstructural methods. ing use or development, proposals for new struc- (n) In addition to conforming to the regula- tural shoreline armoring should evaluate a range of tions in this program, nonregulatory methods to options and designs. On a reach-specific basis, protect, enhance, and restore shoreline ecological causes of erosion as well as effects should be eval- functions and other shoreline resources should be uated. Beach management issues such as sediment encouraged. Nonregulatory methods may include conveyance, geohydraulic processes, and ecologi- public facility and resource planning, technical cal relationships all should be considered in arriv- assistance, education, voluntary enhancement and ing at a design to minimize disturbance. restoration projects, land acquisition and resto- (e) Shoreline stabilization and shoreline ration,or other incentive programs. armoring for the purpose of leveling or extending (2) Shoreline Environment Regulations. property or creating or preserving residential (a) Priority Aquatic. Shoreline stabilization lawns,yards or landscaping should not be allowed. may be permitted subject to the provisions of this (f) When structural shoreline armoring is program.New structural shoreline armoring is pro- determined necessary to protect public infrastruc- hibited, except to protect existing public transpor- ture and primary structures, it should be located, tation infrastructure and essential public facilities, designed, and maintained in a manner that mini- in which case it may be allowed as a conditional mizes adverse effects on shoreline ecology,includ- use. ing effects on the project site, adjacent properties, (b) Aquatic. Shoreline stabilization may be and sediment transport to downdrift areas. permitted subject to the provisions of this program. (g) Before approving shoreline armoring Structural shoreline armoring to protect existing structures,the county should require the proponent public transportation infrastructure and existing to identify, address and mitigate probable effects essential public facilities may be allowed as a con- on shoreline processes and functions. ditional use if allowed in the adjacent upland envi- (h) Shoreline armoring structures should be ronment. Structural shoreline armoring to protect located and designed based on an understanding of new residential developments is prohibited. long-term physical shoreline processes. The struc- (c) Natural. Shoreline stabilization may be tural shoreline armoring should fit the physical permitted subject to the provisions of this program. character and hydraulic energy of a specific shore- Structural shoreline armoring is prohibited except (Revised 3/14) 18-168.14 Jefferson County Code 18.25.410 that structural shoreline armoring to protect exist- exists,property owners are strongly encouraged to ing public transportation infrastructure and exist- remove it. ing essential public facilities may be allowed as a (c) Structural shoreline armoring for the conditional use. sole purpose of leveling or extending property or (d) Conservancy. Shoreline stabilization creating or preserving residential lawns, yards, or may be permitted subject to the provisions of this landscaping shall be prohibited.Where such shore- program. Shoreline armoring structures may be line armoring already exists, property owners are permitted as a conditional use. strongly encouraged to remove it. (e) Shoreline Residential. Shoreline stabili- (5) Regulations—New or Expanded Shoreline zation may be permitted subject to the provisions Armoring,When Allowed. of this program.Shoreline armoring structures may (a) Structural shoreline armoring shall be be permitted as a conditional use. prohibited in or adjacent to lakes and other low (f) High Intensity. Shoreline stabilization energy environments such as bays, and accreting may be permitted subject to the provisions of this marine shores. Where such shoreline armoring program. Shoreline armoring structures may be already exists, property owners are strongly permitted as a conditional use_ encouraged to remove it. (3) Regulations—Existing Structural Shoreline (b) New structural shoreline armoring may Armoring. be permitted and existing structural shoreline (a) Existing structural shoreline armoring, armoring may be expanded only when one or more as defined in Article II of this chapter, may be of the following apply: replaced in kind if there is a demonstrated need to (i) When necessary to support a project protect public transportation infrastructure, essen- whose primary purpose is enhancing or restoring tial public facilities, and primary structures from ecological functions. erosion caused by currents, tidal action, or waves (ii) As part of an effort to remediate haz- and all of the following apply: ardous substances pursuant to Chapter 70.105 (i) The replacement structure is RCW. designed, located, sized, and constructed to assure (iii) When necessary to protect public no net loss of ecological functions. transportation infrastructure or essential public (ii) The replacement structure performs facilities and other options are infeasible. the same stabilization function of the existing (iv) When necessary to protect an exist- structure and does not require additions to or ing, lawfully established primary water-oriented increases in size. use,including a residence but not including a boat- (iii) The replacement structure shall not house or other accessory structure,that is in immi- encroach waterward of the ordinary high water nent danger of loss or substantial damage from mark or existing structure unless the residence was erosion caused by tidal action, currents,or waves. occupied prior to January 1, 1992, and there are (c) Proposals for new or expanded structural overriding safety or environmental concerns. In shoreline armoring allowed under subsection such cases,the replacement structure shall abut the (5)(b) of this section shall clearly demonstrate all existing shoreline stabilization structure. of the following before a permit can be issued: (b) Removal of older structures is required (i) The erosion is not being caused by as new ones are put in place. Exceptions may be upland conditions, such as the loss of vegetation or made by the administrator only in cases where poor drainage. removal would cause more ecological disturbance (ii) The structural shoreline armoring than leaving the remnant structure in place. design is the least environmentally damaging alter- (4) Regulations — Subdivisions and Existing native. Lots without Structures. (iii) The shoreline armoring complies (a) Land subdivisions shall be designed to with the flood damage prevention regulations in assure that future development or use of the estab- JCC 18.30.070. lished lots will not require structural shoreline (iv) Adverse impacts are fully mitigated armoring. according to the prescribed mitigation sequence (b) Use of a bulkhead, revetment or similar such that there is no net loss of shoreline ecological shoreline armoring to protect a platted lot where no functions or processes. primary use or structure presently exists shall be (v) Alternatives to structural shoreline prohibited.Where such shoreline armoring already armoring including vegetative shoreline stabiliza- tion, flexible/natural materials and methods,beach 18-168.15 (Revised 3/14) 18.25.410 nourishment and other forms of bioengineering are (e) All forms of structural shoreline armor- determined to be infeasible or insufficient. ing shall be constructed and maintained in a man- (d) When evaluating the need for new or ner that does not degrade the quality of affected expanded structural shoreline armoring,the admin- waters. The county may require setbacks,buffers, istrator shall require the applicant to examine and and/or other measures to achieve these objectives. implement alternatives to structural shoreline (f) Shoreline defense structures shall not be armoring in the following order of preference: constructed with waste materials such as demoli- (i) No action (allow the shoreline to tion debris, derelict vessels, tires, concrete or any retreat naturally). other materials which might have adverse toxic or (ii) Increased building setbacks and/or visual impacts on shoreline areas. relocated structures. (g) Gabions are prohibited as a means of (iii) Use of flexible/natural materials and stabilizing shorelines because of their limited dura- methods, vegetation, beach nourishment, protec- bility and the potential hazard to shoreline users tive berms, or bioengineered shoreline stabiliza- and the shoreline environment. tion. (h) Proposals, other than single-family resi- (e) The county shall require applicants for dential developments of more than four lots, that new or expanded structural shoreline armoring to involve new or expanded shoreline armoring shall provide credible evidence of erosion as the basis incorporate public access features consistent with for documenting that the primary structure is in JCC 18.25.290(Public access). imminent danger from shoreline erosion caused by (7) Regulations—Bulkheads. tidal action,currents,or waves.The evidence shall: (a) Bulkheads shall comply with the regula- (i) Demonstrate that the erosion is not tions noted in subsections (2) through (6) of this due to landslides, sloughing or other forms of section. shoreline erosion unrelated to water action at the (b) Bulkheads shall meet all of the follow- toe of the slope; and ing criteria: (ii) Include an assessment of on-site (i) They shall be located generally paral- drainage and vegetation characteristics and their lel to the shoreline. Adequate bank toe protection effects on slope stability; and shall be provided to ensure bulkhead stability with- (iii) Be prepared by a licensed profes- out relying on additional rip-rap; and sional engineer or geologist or other qualified pro- (ii) They shall be located so as to tie in fessional with appropriate credentials. flush with existing bulkheads on adjoining proper- (6) Regulations —New or Expanded Shoreline ties,except when adjoining bulkheads do not corn- Armoring,Design Standards. ply with the design or location requirements set (a) New or expanded shoreline armoring forth in this program. shall be designed by a state licensed professional (8) Regulations—Revetments. geotechnical engineer and/or engineering geologist (a) Revetments shall comply with the regu- and constructed according to applicable U.S.Army lations noted in subsections(2) through(6) of this Corps of Engineers requirements and/or State section. Department of Fish and Wildlife Aquatic Habitat (b) Revetments shall meet all of the follow- Guidelines. ing criteria: (b) The size of structural shoreline armoring (i) Revetments shall be placed landward shall be limited to the minimum necessary to pro- of associated wetlands; and tect the primary use or structure that it is intended (ii) Revetments shall be located suffi- to protect. ciently landward of the stream channel to allow (c) When shoreline armoring is permitted,is streams to maintain point bars and associated shall be constructed of erosion resistant, environ- aquatic habitat through normal accretion;and mentally safe and durable materials that are easy to (iii) Revetments shall be prohibited on maintain. estuarine shores,in wetlands,on point and channel (d) Shoreline armoring shall be designed bars, and in salmon and trout spawning areas. and constructed with gravel backfill and weep (c) Revetments or similar structures that holes so that natural downward movement of sur- have already cut off point bars from the stream face or ground water may continue without pond- shall be relocated if feasible. ing or saturation that could compromise the (d) When requesting a permit for a revet- surrounding soil stability. ment along a stream or river, the applicant shall provide a geotechnical analysis of stream geomor- (Revised 3/14) 18468.16 Jefferson County Code 18.25.430 phology both upstream and downstream of the pro- (e) A hydraulic analysis prepared by a posed revetment site to assess the physical licensed professional engineer that describes antic- character and hydraulic energy potential of the spe- ipated effects of the project on water and wave ele- cific stream reach and adjacent upstream or down- vations and velocities; and stream reaches. The purpose of such analysis is to (f) A biological resource inventory and assure that the physical integrity of the stream cor- analysis prepared by a qualified professional biol- ridor is maintained, that stream processes are not ogist that describes the anticipated effects of the adversely affected, and that the revetment will not project on fish and wildlife resources; and cause significant damage to other properties or (g) A description of opportunities for pro- shoreline functions and processes. viding public access to and along the affected (9) Regulations—Breakwaters,Jetties,and Sea- shoreline, as well as any proposed on-site recre- walls. ational features if applicable;and (a) Breakwaters, jetties, and seawalls shall (h) A description of any waste and debris comply with the regulations noted in subsections disposal sites for materials generated during con- (2)through(6) of this section. struction;and (b) Breakwaters, jetties, and seawalls shall (i) Any other information that may be only be allowed when shown to be necessary: required to demonstrate compliance with the (i) For purposes of navigation, or fisher- review criteria referenced in this section. rd. l- ies or habitat enhancement; or 13 Exh.A(Art.VII § 8)] (ii) To protect from strong wave action /` public water-dependent uses such as a harbor, Article VIII.Use-Specific P icies and marina, or port that are located seaward of the Regulations existing shoreline;or (iii) When adverse impacts on water cir- 18.25.420, Purpose. culation, sediment transport, fish and wildlife This article describes policie and regulations migration, shellfish, and aquatic vegetation can be that apply to'specific uses and d elopments in the effectively mitigated. shoreline jurisdiction.The polio es and regulations (c) Open-pile, floating, portable, or sub- are intended to work in cone with the master merged breakwaters,or several smaller discontinu- program goals (Article III of is chapter) and the ous structures that are anchored in place, shall be general policies and regulatio s(Article IV of this preferred over fixed breakwaters. chapter).Policies and regula ons that address spe- (10) Regulations — Application Requirements. cific shoreline modificati s (e.g., bulkheads, To verify that the provisions of this section are piers, dredging, etc.) that ay be associated with, fully addressed, the county may require informa- or accessory to,a specific use are in Article VII of tion to support a permit application for any type of this chapter. [Ord. 7-13 Exh. A(Art. VIII)] shoreline stabilization. Application information required pursuant to this section shall address the 18.25.430 Agriculture: urgency and risks associated with the specific site (1) Policies. characteristics and shall include: (a) Agriculture is important to the long-term (a) A scaled site plan showing: (i) existing economic viability q 'Jefferson County.Consistent site topography and(ii)the location of existing and with WAC 173- 6-241(3)(a)(ii), this program proposed shoreline stabilization, shoreline armor- should not m di or limit o oing agricultural ing structures, and any fill including dimensions activities occ . g on agricultur lands. indicating distances to the OHWM; and (b) Neiv,ugricultural uses ar l development, (b) A description of the processes affecting as defined i ik'rticle II of this chapter proposed on the site and surrounding areas, including but not land not c . ¢ntly in agricultural use, d conver- limited to:tidal action and/or waves;slope instabil- sion of al • ltural lands to non-agric ral uses, ity or mass wasting; littoral drift; channel migra- should co 'orm to this program. tion; and soil erosion,deposition,or accretion;and (c) ew agricultural use and dev opment (c) A description of alternatives to structural should b managed to: approaches,and a thorough discussion of the envi- (i) Prevent livestock intrusion in the ronmental impacts of each alternative; and water; (d) A description of any proposed vegeta- (ii) Control runoff; tion removal and a plan to revegetate the site fol- (iii) Prevent water quality contaminat on lowing construction; and caused by nutrients and noxious chemicals; 18-168.17 (Revised 3/14) Jefferson County Code 18.25.550 (5) Regulations—Essential Public Facilities. (9) Regulations — Electrical Energy and Corn- (a) Essential public facilities shall be munication Systems. located, developed, managed, and maintained in a (a) Systems components (including substa- manner that protects shoreline ecological functions tions, towers, and transmission and distribution and processes. lines) that are not water-dependent shall not be (b) Essential public facilities shall be located on shorelines unless alternatives are infea- designed to enhance shoreline public access and sible. aesthetics. (b) Underground placement of lines shall be (c) Essential public facilities shall be required for new or replacement lines that are par- located outside of shoreline jurisdiction unless they allel to the shoreline,and do not cross water bodies. require a waterfront location or unless there is no New or replacement lines that cross water or criti- feasible alternative. cal areas may be required to be placed underground (6) Regulations—Sewage Systems. depending on impacts on ecological functions and (a) Outfall pipelines and diffusers are water- processes and visual impacts. Poles or supports dependent but shall be located to minimize adverse treated with creosote or other wood preservatives effects on shoreline ecological functions and pro- that may be mobile in water shall not be used along cesses or adverse impacts upon shoreline resources shorelines or associated wetlands. and values. (10) Regulations—Power Generation Facilities. (b) Septic tanks and drain fields are prohib- Power generation facilities involving emerging ited where public sewer is readily available. technologies such as tidal energy shall not be per- (7) Regulations—Solid Waste Facilities. miffed until and unless the county determines that (a) Facilities for processing and storage and the adverse effects can be fully mitigated and the disposal of solid waste are not normally water- public benefits clearly outweigh the risks to the dependent. Components that are not water-depen- shoreline environment. [Ord. 7-13 Exh. A (Art. dent shall not be permitted on shorelines. VIII § 11)] (b) Disposal of solid waste on shorelines or in water bodies has potential for severe adverse Article IX.Permit Criteria and Exemptions effects upon ecological processes and functions, property values, public health, natural resources, 18.25.540 Substantial development permit and local aesthetic values,and shall not be permit- criteria. ted. To be authorized, all uses and developments (c) Temporary storage of solid waste in suit- shall be planned and carried out in a manner that is able receptacles is permitted as accessory to a per- consistent with this program and the policy of the miffed primary use or for litter control. Act as required by RCW 90.58.140(1), regardless (8) Regulations — Oil, Gas and Natural Gas of whether a shoreline permit,statement of exemp- Transmission. tion, shoreline variance, or shoreline conditional (a) Oil,gas and natural gas transmission and use permit is required. [Ord. 7-13 Exh.A(Art. IX distribution pipelines and related facilities shall not § 1)] be located in shoreline areas unless alternatives are demonstrated to be infeasible. 41$444130, ;lxemptions from shoreline (b) Local natural gas service lines shall not substantial development permit be located in shoreline areas unless serving process. approved shoreline uses. Crossings of shorelines (1) Exemptions shall be construed narrowly. shall not be approved unless alternatives are Only those developments that meet the precise demonstrated to be infeasible. terms of one or more of the listed exemptions may (c) Developers and operators of pipelines be granted exemptions from the substantial devel- and related facilities for gas and oil shall be opment permit process. required to demonstrate adequate provisions for (2) An exemption from the substantial develop- preventing spills or leaks, as well as established ment permit process is not an exemption from procedures for mitigating damages from spills or compliance with the Act or this program, or from other malfunctions and shall demonstrate that peri- any other regulatory requirements. To be autho- odic maintenance will not disrupt shoreline ecolog- rized,all uses and developments must be consistent ical functions. with the policies and provisions of this program and the Act. 18-168.47 (Revised 3/14) 18.25.560 (3) A use or development or use that is listed as repair means to restore a development to a state a conditional use pursuant to this program or is an comparable to its original condition within a rea- unlisted use or development,must obtain a condi- sonable period after decay or partial destruction tional use permit even if the development or use except where repair causes substantial adverse does not require a substantial development permit. effects to the shoreline resource or environment. (4) When a development or use is proposed that Replacement of a structure or development may be does not comply with the bulk,dimensional and/or authorized as repair where such replacement is the performance standards of this program,such devel- common method of repair for the type of structure opment or use shall only be authorized by approval or development and the replacement structure or of a shoreline variance even if the development or development is comparable to the original struc- use does not require a substantial development per- ture or development including but not limited to its mit. size, shape, configuration, location and external (5) The burden of proof that a development or appearance and the replacement does not cause use is exempt is on the applicant/proponent of the substantial adverse effects to shoreline resources or exempt development action. the environment. (6) If any part of a proposed development is not (3) Residential Bulkhead. Construction of the eligible for exemption, then a substantial develop- normal protective bulkhead common to single- ment permit is required for the entire proposed family residences. A normal protective bulkhead development project. includes those structural and nonstructural devel- (7) All permits or statements of exemption opments installed at or near, and parallel to, the issued for development or use within shoreline ordinary high water mark for the sole purpose of jurisdiction shall include written findings prepared protecting an existing single-family residence and by the administrator, including compliance with appurtenant structures from loss or damage by ero- bulk and dimensional standards and policies and sion_ A normal protective bulkhead is not exempt regulations of this program.The administrator may if constructed for the purpose of creating dry land. attach conditions to the approval of exempt devel- When a vertical or near vertical wall is being con- opments and/or uses as necessary to assure consis- strutted or reconstructed,not more than one cubic tency of the project with the Act and this program. yard of fill per one foot of wall may be used for [Ord. 7-13 Exh.A(Art. DX §2)] backfill. When an existing bulkhead is being repaired by construction of a vertical wall fronting 18.25.560 Exemptions listed. the existing wall, it shall be constructed no further The following activities shall be considered waterward of the existing bulkhead than is neces- exempt from the requirement to obtain a shoreline sary for construction of new footings. When a substantial development permit in accordance with bulkhead has deteriorated such that an ordinary RCW 90.58.030 and WAC 173-27-040: high water mark has been established by the pres- (1) Fair Market Value. Any development of ence and action of water landward of the bulkhead, which the total cost or fair market value,whichever then the replacement bulkhead must be located at is higher,does not exceed$6,416 or as adjusted by or near the actual ordinary high water mark.Beach WAC 173-27-040, if such development does not nourishment and bioengineering erosion control materially interfere with the normal public use of projects may be considered a normal protective the water or shorelines of the state.For the purpose bulkhead when any structural elements are consis- of determining whether or not a permit is required, tent with the above requirements and when the the total cost or fair market value shall be based on project has been approved by the Washington the value of development that is occurring on Department of Fish and Wildlife. shorelines of the state as defined in RCW (4) Emergency Construction. Emergency con- 90.58.030(2)(c).The total cost or fair market value struction necessary to protect property from dam- of the development shall include the fair market age by the elements. An emergency is an value of any donated, contributed or found labor, unanticipated and imminent threat to public health, equipment or materials. safety or the environment that requires immediate (2) Maintenance and Repair. Normal mainte- action within a time too short to allow full compli- nance or repair of existing structures or develop- ante with this program. Emergency construction ments, including damage by accident, fire or does not include development of new permanent elements. Normal maintenance includes those protective structures where none previously usual acts to prevent a decline, lapse or cessation existed. Where new protective structures are from a lawfully established condition. Normal deemed by the administrator to be the appropriate (Revised 3/14) 18-168.48 Donna Frostholm From: Mraz, Richard A. (ECY) <rmra461 @ECY.WA.GOV> Sent: Friday, March 20, 2015 10:58 AM To: Donna Frostholm; Bigelow, Margaret M (DFW); Kaminski-Richardson, Bridget(DNR); Jerry J. Gregory(Jerald.J.Gregory@usace.army.mil) Subject: RE: pre15-00006 patricelli Hi Donna, I cannot attend the pre-app meeting. I'm helping teach a wetland ratings training class on that day. Based on the photos, I would ask that the applicant (and the County) to seriously consider whether shoreline armoring is necessary at this location. From the photos you provide it appears that the site contains a low energy beach that is well vegetated with estuarine species and salt-tolerant upland grasses (Leymus sp.?). The photo do not appear to show evidence of shoreline erosion. The site is also an area that apparently accumulates large amounts of woody debris, which further serve to stabilize the beach (see photo to left). In addition, it does not appear that any adjacent properties are currently armored(see photo to right): i 4 �tSN'`4 ' ,-++>{ , -YS P RF�LL•___ J N. 1 Yi MY T i y i '4 �rF . ,y ... Iv r ,,} t♦ • J K y! ,.,4 •. . • ti . i 1 l -x•-r .. '. •' . :1 fir 1 r Y ■ e a IF ! r'TT 4' _ .ft;`* . T S .A ak '' .. ja• • - �.. 6 _ k- Do you know when the house was constructed? Aerials are a bit unclear on this aspect, but it appears that the house was located very close to the shoreline within the last 15 years or so. 2 Please share these comments and observations with the applicant. I can be available to meet at another time (perhaps with Hugh Shipman) and would appreciate the opportunity to view the site. cch c/'ltaz,PINS Wetlands/Shorelands Specialist Shorelands and Environmental Assistance Program Southwest Regional Office (360)407-6221 rmra461 @ecy.wa.gov Original Message From: Donna Frostholm [mailto:DFrostholm@co.jefferson.wa.us] Sent: Thursday, March 19, 2015 10:06 AM To: Mraz, Richard A. (ECY); Bigelow, Margaret M (DFW); Kaminski-Richardson, Bridget(DNR); Jerry J. Gregory(Jerald.J.Gregory @usace.army.mil) Subject: FW: pre15-00006 patricelli All: An on-site pre-application meeting has been scheduled for Wednesday, April 1 at 2:00 to discuss shore defense works with a property owner. Attached is the information he submitted for the pre-app. The property owner is looking for permitting guidance at this pre-app so no proposal drawings are available at this time. Please let me know if you plan to attend. If you are unable to attend and would like to provide comments, feel free to forward your comments on to me and I can pass them on to the property owner. Regards, Donna Frostholm Associate Planner/Wetland Specialist Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, Washington 98368 360-379-4466 dfrostholm@co.jefferson.wa.us DCD is open from 9:00am— 12:00pm and 1:00pm—4:30pm Monday through Thursday; DCD is closed on Friday. All emails sent to and from this address will automatically be archived by Jefferson County and emails may be subject to Public Disclosure under Chapter 42.56 RCW. 3 Donna Frostholm From: Gregory,Jerald 1 NWS <Jerald.J.Gregory@usace.army.mil> Sent: Friday, March 20, 2015 9:23 AM To: Donna Frostholm; Mraz, Richard A. (ECY); Bigelow, Margaret M (DFW); Bridget.Kaminski- Richardson @ dnr.wa.gov Subject: RE: pre15-00006 patricelli Hello Donna, I have an all day meeting scheduled for the 1st and won't be able to attend the site visit. Based on the photos that were submitted with the request for the pre-app conference, it looks like the proposed bulkhead may be located landward of the MHHW mark and outside of Corps jurisdiction. However, if a Corps permit is necessary,we are required to complete coordination under Section 106 of the National Historic Preservation Act and Section 7 of the Endangered Species Act. In addition to coordination under those laws,we are required to provide notification to interested Indian tribes, who may request revisions to the project or denial of the permit. Because shoreline armoring is a sensitive issue, I expect that the National Marine Fisheries Service and one or more tribes will look very closely at the proposal if it is within Federal jurisdiction. I can locate the MHHW mark to determine if a Corps permit is required, but would need to schedule that visit for another day. Please let me know if you have any questions. Mr. Patricelli is welcome to call me directly with any questions or to arrange a site visit with the Corps. Thank you for contacting me. Jerry J.Gregory Seattle District, U.S.Army Corps of Engineers Regulatory Branch, CENWS-OD-RG Post Office Box 3755 Seattle, Washington 98124-3755 Phone: (206) 764-6665 Fax: (206) 764-6602 Original Message From: Donna Frostholm [mailto:DFrostholm @co.jefferson.wa.us] Sent:Thursday, March 19, 2015 10:06 AM To: Mraz, Richard A. (ECY); Bigelow, Margaret M (DFW); Bridget.Kaminski-Richardson @dnr.wa.gov; Gregory,Jerald J NWS Subject: [EXTERNAL] FW: pre15-00006 patricelli All: An on-site pre-application meeting has been scheduled for Wednesday, April 1 at 2:00 to discuss shore defense works with a property owner. Attached is the information he submitted for the pre-app. The property owner is looking for permitting guidance at this pre-app so no proposal drawings are available at this time. Please let me know if you plan to attend. If you are unable to attend and would like to provide comments, feel free to forward your comments onto me and I can pass them on to the property owner. Regards, Donna Frostholm Associate Planner/Wetland Specialist Jefferson County Department of Community Development 1 621 Sheridan Street Port Townsend, Washington 98368 360-379-4466 dfrostholm @co.jefferson.wa.us DCD is open from 9:00am—12:00pm and 1:00pm—4:30pm Monday through Thursday; DCD is closed on Friday. All emails sent to and from this address will automatically be archived by Jefferson County and emails may be subject to Public Disclosure under Chapter 42.56 RCW. 2 U.S.Department of Homeland Security Region X 130 2281 Street SW Bothell,WA 98021-9796 OBE FEMA !ih.h SE A November 1,2013 Frequently Asked Questions Bulkheads and the National Flood Insurance Program(NFIP)Biological Opinion Background Marine shoreline bank protection,or shoreline armoring,is pervasive throughout Puget Sound,primarily in the form of bulkheads. Bulkheads are hardened structures,usually of concrete or large rock,placed within the marine floodplain on the beach to protect landward property from the erosive forces of tides and wave action. Over 800 miles of Puget Sound shorelines are armored with some type of bulkhead structure, an estimated 1/3 of the total shoreline. Bulkheads,while they can be useful for property protection,have a number of well documented detrimental side effects. Hard vertical structures on the beach are known to steepen the beach slope and harden beach sediments over time,reducing available habitat for forage fish spawning and reducing available habitat and prey items for juvenile salmon. Other effects include removal of overhanging vegetation, cutting off of sediment supplies that create and maintain beaches,and degrading adjacent beaches that are not armored(including,but not limited to,increasing erosion at those neighboring sites). For more information on bulkheads in Puget Sound and their effects,please see: http://www.ecy.wa.gov/programs/sea/pugetsound/buildinu/bulkhead.html In addition,The Puget Sound Nearshore Ecosystem Restoration Proiect has conducted a number of scientific studies about shoreline armoring,which can be reviewed at: http://www.pugetsoundnearshore.org/ Q-Bulkheads to protect single family residences are exempt from shoreline permits under the Washington State Shorelines Management Act(SMA)the State Environmental Policy Act(SEPA)-do I still need to get any local permits? A—Actually,you do need to obtain a floodplain development permit from the local jurisdiction. Washington shorelines are typically within the NFIP regulated floodplain. The NFIP requires any development in the regulatory floodplain to be permitted by the NFIP participating jurisdiction,and since the NFIP is a federal statute,it is not affected by the state exemption under the SMA and SEPA. In most cases,a habitat assessment is required to determine whether or not there will be adverse effects to existing habitat functions. Frequently asked question regarding Marine Shoreline Armoring in Puget Sound can be reviewed at: https://for tress.wa.gov/ecy/publications/publications/1006003.pdf In addition,the actual language in the Washington Administrative Code(WAC)that describes what types of projects have exemptions from shoreline development permits can be found at: http://apps.leg.wa.gov/wac/default.aspx?cite=173-27-040 U.S.Department of Homeland Security Region X 130 228th Street SW Bothell,WA 9802 1-979 6 3 FEMA Sk- Q—Will a Hydraulic Permit Approval(HPA)from the Washington Department of Fish and Wildlife suffice as a permit for a bulkhead? A—No,the HPA does not satisfy the NFIP permit requirement. The NFIP is a program that provides flood insurance to individuals when their local government meets certain development and regulatory standards in the floodplain.The HPA is a state level permit,and a floodplain development permit must still be obtained from the local jurisdiction. The project proponent will also need the HPA for any projects that are either within a water body,or adjacent to a water body, when the project has any potential to affect aquatic species or their habitats. FEMA's regulations at 44 CFR 60.3(a)(2)requires compliance with all local,state,and federal permitting requirements. Q—I know I will need a permit from the U.S.Army Corps of Engineers(USACE)to build a new bulkhead. How does that affect the floodplain development permit requirement? A—Getting a USACE permit doesn't avoid the requirement to obtain floodplain development permit from the local jurisdiction for a bulkhead,but it does make it easier to show compliance with the Endangered Species Act(ESA). ESA compliance is required whenever a federal permit is issued. When a project proposal requires an ESA consultation in order to obtain an USACE permit,that consultation can be used to demonstrate that a proposed bulkhead in a marine floodplain meets the terms of the Biological Opinion(BO) on the NFIP in Puget Sound,(National Marine Fisheries Service in 2008),and through 44 CFR 60.3(aX2). Some projects within marine floodplains may,however,be partially or completely upland of the upper extent of the jurisdiction of the USACE in Puget Sound(i.e.Mean Higher High(MI IH)tide line). If there is not consultation with the USACE,it is still necessary to obtain a floodplain development and provide a habitat assessment to document that there are no adverse effects to ESA-listed species. Q—All I am doing is repairing an existing bulkhead—does that require new permits? A—There are permit requirements even if a project only involves repairs of an existing bulkhead. The USACE may cover such work under Nationwide Permit 3 (Normal Maintenance and Repair),but a HPA is probably still required. If there are any changes to the design,location,or materials used when repairng or maintaining a bulkhead,the NFIP requirement to apply for a local floodplain development permit still applies, and a habitat assessment is required to be completed. Q—I've heard it is hard to get a new bulkhead approved because of some ESA requirements-is that true? A-Yes it is harder,in part because the NMFS found that floodplain development that is harmful to salmon habitat is preventing recovery of ESA-listed fish species and Killer Whales(Orcinus orca)that depend on those fish for food. Floodplain habitat serves important functions for rearing juvenile fish,especially in the marine shoreline environment. U.S.Department of Homeland Security Region X 130 228'"Street SW Bothell,WA 98021-9796 FEMA 0 Q-Where is the"Protected Area"(or floodplain)compared to my marine shoreline property? A-In riverine systems the Protected Area"is comprised of those lands that lie within the boundaries of the floodway,the riparian habitat zone,and the channel migration area"that occur within the Special Flood Hazard Area,i.e.within the 100-year floodplain(Model Ordinance,FEMA Region 10). On marine shorelines,the Protected Area extends 200 feet landward from the Mean Higher High(MHH)tide line. It is important to note that in marine areas,designated critical habitat extends to the Extreme High tide line,which potentially could be significantly upland from MHH. In general,it may be appropriate to seek the assistance of a professional in determining the MHH or the Extreme High tide lines. Q-Can I mitigate for effects of my bulkhead? A—If the project is located within the Protected Area,adverse effects must be avoided rather than mitigated. No short-or long-term adverse effects to existing habitat functions within the Protected Area are allowed. Therefore,if adverse effects would potentially occur,the only options are to either redesign the project to avoid them or abandon the project altogether. If the project site is completely outside the Protected Area,but still in the regulatory floodplain,and there is some potential for adverse effects,those adverse effects must be fully mitigated using all the options under the`Mitigation Sequence' in the order listed: Avoid>Minimize>Replace>Compensatory Mitigation Discussion about this mitigation sequence can be found in the Habitat Assessment and Mitigation guidance and the Frequently Asked Question(FAQ)titled Compliance Options,which both can be found at: http://www.fema.gov/national-flood-insurance program-endangered-species-act Q-Are there effective alternatives to rock and concrete bulkheads? A-In some locations,the answer is yes. In fact,some locations do not benefit from a bulkhead at all. This is a developing science. Here are some useful websites that discuss this subject: http://www.fem a.gov/national-flood-in surance-program-endangered-species-act An interactive decision tool for identifying alternative bulkhead construction methods for lake shorelines that can be found at: htt p://www.govlink.ore/watersheds/8/action/GreenShorelines/Design.asox The City of Seattle has also produced a guidebook describing alternatives to the use of bulkheads and other shore armoring for lakes,which can be found at: http://www.seattle.gov/dpd/cros/groups/nan/nn,pan/documents/web informational/dpdo025742.pdf The National Oceanic and Atmospheric Administration(NOAA)provides a website that introduces alternative shoreline stabilization methods for marine waters at: http://coastalmanai?ement.noaa.gov/initiatives/shoreline stabilization.html r U.S.Department of Homeland Security Region X 130 228'"Street SW Bothell,WA 98021-9796 FEMA Q-What if I'm only building a stairway or other"non-bulkhead"structure? A—Regardless of the type of structure,there can be no short-or long-term adverse effects to ESA-listed fish species or their critical habitats. In many cases,a simple stairway may not result in any adverse effects,but each project proposal needs to be assessed by conducting a habitat assessment that is reviewed and approved by the jurisdiction and available to FEMA or NMFS for review and comments(see Habitat Assessment and Mitigation guidance(FEMA Region 10). When any project is within the Protected Area(and in most cases regarding the example of a stairway it would be),the project must avoid all adverse effects. Impacts from projects located outside of the Protected Area must be fully mitigated(see earlier description of the mitigation sequence). STOP 4 0:44:4214.7%,i;, a a . ■` sszz' 8' Y N" � , " u itrr yr ¢ a an iYYr+T 0}.is.,`3{nfi^42-Y ■'4KY,x You Call Apply for Permits . Before you proceed with a project in or near the water, contact the Common Uses Requiring Department of Natural Resources. Authorizations from DNR We will help you determine if your • outfalls project will fall on state-owned • docks aquatic lands. If it does, we can help •• aquaculture you navigate the process. q usculture For activities within • other activities located City of Port Townsend or on State-owned aquatic Jefferson County lands. please contact DNR at 360-732-0934 STATE-CFVNED AQUATIC LANDS INCLUDE BEDLANDS OF PUGET SOUND,MANY TIDELANDS,AND THE BEDS AND SHORELANDS OF LAKES AND RIVERS. lr WASHINGTON STATE DEPARTMENT OF wvvw.dnr.wa.gov Natural Resources v ON r. DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 a Tel:360379.4450 I Fax 360.379.445 t Web:www.co.iettetson.wa.us/communimievelopraent dcdatco.ieffeison.w:uLS PERMIT APPLICATION Steps in the Permit Process: -Review application checklist to ensure all information is completed prior to submitting application. -Make sure septic has been applied for and water availability has been proven. -Make an appointment to meet with the Permit Technician by calling 360-379-4450. -This is not a standalone application;it must be accompanied by a project specific supplemental application. -Fees will be collected at intake. Additional fees may apply after review and payment is required before permit is issued. For Department Use Only Building Permit# Related Application#s: MLA# Site Information Assessor Tax Parcel Number: Site Address and/or Directions to Property: Access(name of street(s)) from which access will be gained: Present use of property: Description of Work(include proposed uses): Wastewater-Sewage Disposal This property is served by Port Townsend of Port Ludlow sewer system? YES NO If not served by sewer identified above,identify type of septic system below: _ Type of Sewage System Serving Property: Septic Septic Permit#: Community Septic Name of System: Case#: Are other residences connected to the septic system? Additions or repairs to sewage system: Is it a complete or partial system installation: Complete Partial Has a reserve drainfield been designated? Yes No Date of Last Operations&Maintenance check: Attach last report to application Describe or attach any drainfield easements,covenants or notices on title,which may impact the property: The authorized agent/representative is the primacy contact for all project-related questions and correspondence. The County will mail/ e-mail requests and information about the application to the authorized.agent/representative and will copy(cc)the owner noted below. The authorized agent/representative is responsible for commumcatmg the information to all parties involved with the application. It is the responsibility of the authorized agent/representative and owner to ensure their mailbox accepts County email(i.e. ,County email is not blocked or sent to"junk mail"). Applicant/Property Owner Information Property Owner: Name: Address: Phone#: E-mail Address: Please contact Authorized Agent/Representative with project info.(select only one). Property Owner Signature: Date: Note; For projects with multiple owners,attach a separate sheet with each owner(s)information and signatures. Applicant: Authorized Agent/Representative(It other than owner) Name: Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in making any issued permit null and void. I further agree to that all activities I intend to undertake or complete associated with this permit will be performed in compliance with all applicable federal,state and county laws and regulations and I agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Applicant may request notice of the County's intent to enter upon the property for visits related to this application and subsequent permit issuance. Signature: Print Name: Date: AGENCY USE ONLY Date received: y r WASHINGTON STATE Army Corps E of of Engineers• Seattle Dtsma Joint Aquatic Resources Permit Agency reference#: Application (JARPA) Form1'2 Tax Parcel#(s): USE BLACK OR BLUE INK TO ENTER ANSWERS IN THE WHITE SPACES BELOW. L Part 1—Project Identification 1. Project Name (A name for your project that you create. Examples: Smith's Dock or Seabrook Lane Development) [help] Part 2—Applicant The person and/or organization responsible for the project. [help/ 2a. Name (Last, First,Middle) 2b. Organization (If applicable) 2c. Mailing Address (Street or PO Box) 2d. City, State, Zip 2e. Phone (1) 2f. Phone(2) 2g. Fax 2h. E-mail ( ) ( ) ( ) Additional forms may be required for the following permits: • If your project may qualify for Department of the Army authorization through a Regional General Permit(RGP),contact the U.S.Army Corps of Engineers for application information(206)764-3495. • If your project might affect species listed under the Endangered Species Act,you will need to fill out a Specific Project Information Form(SPIF)or prepare a Biological Evaluation. Forms can be found at http://www.nws.usace.army.mil/Missions/CivirWorks/Requlatory/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.epermittinq.wa.uovisite/alias resourcecenter/iarpa iarpa form/9984/iarpa form.aspx. For other help,contact the Governor's Office for Regulatory Innovation and Assistance at(800)917-0043 or helpnora.wa.gov. JARPA Revision 2012.2 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) 3b. Organization (If applicable) 3c. Mailing Address (Street or Po Box) 3d. City, State, Zip 3e. Phone (1) 3f. Phone (2) 3g. Fax 3h. E-mail ( ) ( ) ( ) 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) 4b. Organization (If applicable) 4c. Mailing Address (Street or PO Box) 4d. City, State, Zip 4e. Phone(1) 4f. Phone(2) 4g. Fax 4h. E-mail ( ) ( ) ( ) 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.) [help] 5c. City, State, Zip(If the project is not in a city or town,provide the name of the nearest city or town.) [help] 5d. County [help] 5e. Provide the section, township, and range for the project location. [help] '/4 Section Section Township Range 9 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) 5g. List the tax parcel number(s) for the project location. [helps • The local county assessor's office can provide this information. 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) JARPA Revision 2012.2 5i. List all wetlands on or adjacent to the project location. [help] 5j. List all waterbodies (other than wetlands) on or adjacent to the project location. [help] 5k. Is any part of the project area within a 100-year floodplain? [help] ❑ Yes ❑ No ❑ Don't know 51. Briefly describe the vegetation and habitat conditions on the property. Ihelpi 5m. Describe how the property is currently used. [helpl 5n. Describe how the adjacent properties are currently used. [help] 5o. Describe the structures (above and below ground) on the property, including their purpose(s) and current condition. [help] 5p. Provide driving directions from the closest highway to the project location, and attach a map. [helpl moon oe..:c;..■• ',(11, Page 4 of 14 Part 6—Project Description •6a. Briefly summarize the overall project. You can provide more detail in 6b. [helps 6b. Describe the purpose of the project and why you want or need to perform it. [help] 6c. Indicate the project category. (Check all that apply) [help] ❑ Commercial ❑ Residential ❑ Institutional ❑ Transportation p H 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 El Floating Home (upland) El Boat House ❑ Dike / Levee / Jetty ❑ Geotechnical Survey ❑ Road El Scientific ❑ Boat Launch ❑ Ditch ❑ Land Clearing Measurement Device ❑ Boat Lift ❑ Dock/ Pier ❑ Marina / Moorage ❑ Bridge ❑ Dredging ❑ Mining ❑ Stairs ❑ Bulkhead ❑ Fence ❑ Stormwater facility ❑ Outfall Structure ❑ Buoy ❑ Ferry Terminal ❑ Swimming Pool ry ❑ Piling/Dolphin ❑ Channel Modification ❑ Fishway ❑ Raft ❑ Utility Line ❑ Other: 1 JARPA Revision 2012.2 „_ ,, 6e. Describe how you plan to construct each project element checked in 6d. Include specific construction J methods and equipment to be used. [helpl • Identify where each element will occur in relation to the nearest waterbody. • Indicate which activities are within the 100-year floodplain. 6f. What are the anticipated start and end dates for project construction? (MonthNYear) ihelpl • 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: End date: ❑ See JARPA Attachment D 6g. Fair market value of the project, including materials, labor, machine rentals, etc. ihelpl 6h. Will any portion of the project receive federal funding? [nelpl • 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.)thelpl 7a. Describe how the project has been designed to avoid and minimize adverse impacts to wetlands. inelpl ❑ Not applicable 7b.Will the project impact wetlands? (helpl ❑ Yes ❑ No ❑ Don't know Pace 6 of 14 7c. Will the project impact wetland buffers? [help] ❑ Yes ❑ No ❑ Don't know 7c1. Has a wetland delineation report been prepared? [help] • If Yes,submit the report, including data sheets,with the JARPA package. ❑ Yes ❑ No 7e. Have the wetlands been rated using the Western Washington or Eastern Washington Wetland Rating System? [help] • 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 type4 (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. 3 Indicate the days,months or years the wetland will be measurably impacted by the activity. Enter"permanent"if applicable. "Creation(C), Re-establishment/Rehabilitation(R),Enhancement(E), Preservation(P),Mitigation Bank/In-lieu fee(B) Page number(s) for similar information in the mitigation plan, if available: JARPA Revision 7f117 7 Ponta 7,r 14 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. [help] 7j. For all excavating activities identified in 7h, describe the excavation method, type and amount of material in cubic yards you will remove, and where the material will be disposed. [help] 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.) [help] ❑ Check here if there are waterbodies on or adjacent to the project area. (If there are none, skip to Part 9.) 8a. Describe how the project is designed to avoid and minimize adverse impacts to the aquatic environment. [help] ❑ Not applicable 8b. Will your project impact a waterbody or the area around a waterbody? [help] ❑ Yes ❑ No .IARPA Pavicinn 7n19 8c. Have you prepared a mitigation plan to compensate for the project's adverse impacts to non-wetland ' waterbodies? [help] • If Yes,submit the plan with the JARPA package and answer 8d. • If No, or Not applicable,explain below why a mitigation plan should not be required. ❑ Yes ❑ No ❑ Not applicable 8d. Summarize what the mitigation plan is meant to accomplish. Describe e how a watershed approach was used to design the plan. pP • If you already completed 7g you do not need to restate your answer here. [help] 8e. Summarize impact(s) to each waterbody in the table below. [help] Activity (clear, Waterbody Impact Duration Amount of material Area (sq. ft. or dredge, fill, pile name location2 of impact' (cubic yards) to be linear ft.) of drive, etc.) placed in or waterbody removed from directly affected waterbody 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. 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. [help] JARPA Revision 2012.2 , 8g. For all excavating or dredging activities identified in 8e, describe the method for excavating or dredging, type and amount of material you will remove, and where the material will be disposed. [help] Part 9-Additional Information Any additional information you can provide helps the reviewer(s) understand your project. Complete as much of this section as you can. It is ok if you cannot answer a question. 9a. If you have already worked with any government agencies on this project, list them below. [helot Agency Name Contact Name Phone Most Recent Date of Contact ( ) ( ) 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.clov/procirams/wW303d/. ❑ Yes ❑ No 9c. What U.S. Geological Survey Hydrological Unit Code (HUC) is the project in? [help) • Go to http://cfpub.epa.nov/surf/locate/index.cfm to help identify the HUC. 9d.What Water Resource Inventory Area Number (WRIA#) is the project in? [help) • Go to http://wwwecy.wa.coviservicesiois/mans/wria/wria.htm to find the WRIA#. moon D.A.,i..:....')nio o Paae 10 of 14 9e. Will the in-water construction work comply with the State of Washington water quality standards for turbidity? [help] • Go to http://www.ecy.wa.gov!programs/wq/swgs/criteria.html for the standards. ❑ Yes ❑ No ❑ Not applicable 9f. If the project is within the jurisdiction of the Shoreline Management Act, what is the local shoreline environment designation? [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.html. ❑ Rural ❑ Urban ❑ Natural ❑ Aquatic ❑ Conservancy ❑ Other 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 ❑ 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: 9i. Does the project site have known contaminated sediment? [help] • If Yes, please describe below. ❑ Yes ❑ No 9j. If you know what the property was used for in the past, describe below. [help] 9k. Has a cultural resource (archaeological) survey been performed on the project area? [help] • If Yes, attach it to your JARPA package. ❑ Yes ❑ No JARPA Revision 2012.2 Pon. 11 ..£ n 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. (help] 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 Part 10—SEPA Compliance and Permits Use the resources and checklist below to identify the permits you are applying for. • Online Project Questionnaire at http://apps.ecy.wa.gov/opas/. • Governor's Office for Regulatory Innovation and Assistance at (800) 917-0043 or help a(�ora.wa.00v. • 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.) [heIpl • 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 lob.)[help] ❑ This project is exempt (choose type of exemption below). ❑ Categorical Exemption. Under what section of the SEPA administrative code (WAC) is it exempt? El Other: ❑ SEPA is pre-empted by federal law. IARPA Rovicinn 2n17 2 Page 12 of 14 .10b. Indicate the permits you are applying for. (Check all that apply.) [help] LOCAL GOVERNMENT Local Government Shoreline permits: ❑ Substantial Development n 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 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 # ❑ 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: ❑ Private Aids to Navigation (for non-bridge projects) JARPA Revision 2012.2 Page 13 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. Ihelpl 11a. Applicant Signature (required) [helot 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. Authorized Agent Printed Name Authorized Agent 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. Property Owner Printed Name Property Owner Signature Date 18 U.S.0§1001 provides that:Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly falsifies,conceals, or covers up by any trick,scheme, or device a material fact or makes any false,fictitious, or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious,or fraudulent statement or entry,shall be fined not more than$10,000 or imprisoned not more than 5 years or both. If you require this document in another format,contact the Governor's Office for Regulatory Innovation and Assistance(ORIA) at(800) 917-0043. People with hearing loss can call 711 for Washington Relay Service. People with a speech disability can call(877) 833-6341. ORIA publication number: ENV-019-09 rev.08/2013 JARPA Revision 2012.2 Page 14 of 14 ic.:30N-I.,,c e d JEFFERSON COUNTY ; ' ,:,:, v- DEPARTMENT OF COMMUNITY DEVELOPMENT __.37" 621 Sheridan Street • Port Townsend • Washington 98368 O 360/379-4450 • 360/379-4451 Fax �` IN9' http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium," or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE (I.E., SITE) Size of parcel acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds, that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern, foam flower, and fireweed. LAND DISTURBING ACTIVITY, CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded,filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert'A acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank,etc. sq/ft Circle: Yes No Well, utilities, etc. sq/ft Does the project convert 2'/2 acres or more of native vegetation to pasture? Driveway, p arkin g,roads,etc. sq/ft Circle: Yes No Lawn, landscaping, etc. sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance sq/ft Cut_,_ Fill (cu/yd) [over] stormwater celc worksheet Rev 9-9-2010—REV 9/9/2010 Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORM WATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures (all roof area) sq/ft Structures(all roof area) sq/ft Sidewalks _ sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc sq/ft Driveway, parking, roads, etc sq/ft Other sq/ft Other sq/ft Total New _—sq/ft Total Existing sq/ft TOTAL NEW+TOTAL EXISTING* sq/ft *This amount will be used BY STAFF to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. (LANDOWNER OR AUTHORIZED REPRESEN-ATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stormwater caic worksheet Rev 9-9-2010—REV 9/92010 SEPA ENVIRONMENTAL CHECKLIST Purpose of checklist: Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant.This information is also helpful to determine if available avoidance,minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. Instructions for applicants:j hel p.' This environmental checklist asks you to describe some basic information about your proposal.Please answer each question accurately and carefully,to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use"not applicable"or"does not apply"only when you can explain why it does not apply and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision-making process. The checklist questions apply to all parts of your proposal,even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Instructions for Lead Agencies: Additional information may be necessary to evaluate the existing environment,all interrelated aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made,the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. Use of checklist for nonproject proposals:'helpl For nonproject proposals (such as ordinances, regulations, plans and programs), complete the applicable parts of sections A and B plus the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). Please completely answer all questions that apply and note that the words "project," "applicant," and "property or site"should be read as "proposal," "proponent," and "affected geographic area," respectively.The lead agency may exclude (for non-projects)questions in Part B-Environmental Elements—that do not contribute meaningfully to the analysis of the proposal. A. BACKGROUND'help.' 1. Name of proposed project, if applicable: (help.' 2. Name of applicant: (help] 3. Address and phone number of applicant and contact person: Jhelpj 4. Date checklist prepared: (help.' 5. Agency requesting checklist: fhelpj 6. Proposed timing or schedule (including phasing, if applicable):Jhelpj May 2014 1 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. [help' 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. jhelp' 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. Jhelp' 10. List any government approvals or permits that will be needed for your proposal, if known. Jhelp' 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) [help' 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. [help' B. ENVIRONMENTAL ELEMENTS Jhelp' 1. Earth a. General description of the site [help' (circle one): Flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)?jhelp' c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils. Jhelp' May 2014 2 d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. Jhelpl e. Describe the purpose, type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate source of fill. Jhelpl f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. (helpl g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? (helpl h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Jhelpl 2. Air a. What types of emissions to the air would result from the proposal during construction, operation, and maintenance when the project is completed? If any, generally describe and give approximate quantities if known. Jhelpl b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. [helpl c. Proposed measures to reduce or control emissions or other impacts to air, if any: Jhelpl 3. Water a. Surface Water: (helpl 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Jhelpl 2)Will the project require any work over, in, or adjacent to (within 200 feet)the described waters? If yes, please describe and attach available plans. Jhelpl 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Jhelpl 4)Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. Jhelpl May 2014 3 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. Jhelpj 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. Jhelpj b. Ground Water: 1)Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well. Will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. Jhelpj 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any(for example: Domestic sewage; industrial, containing the following chemicals. . . ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s)are expected to serve. Jhelpj c. Water runoff(including stormwater): 1) Describe the source of runoff(including storm water)and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. 1helpj 2) Could waste materials enter ground or surface waters? If so, generally describe. (help] 3) Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts, if any: 4. Plants Jhelpj a. Check the types of vegetation found on the site: Jhelpj deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other shrubs grass pasture crop or grain Orchards, vineyards or other permanent crops. wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation May 2014 4 b. What kind and amount of vegetation will be removed or altered?Jhelpl c. List threatened and endangered species known to be on or near the site.Jhelpl d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Jhelpl e. List all noxious weeds and invasive species known to be on or near the site. 5. Animals a. List any birds and other animals which have been observed on or near the site or are known to be on or near the site. Examples include: Jhelpl birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other b. List any threatened and endangered species known to be on or near the site. Jhelpl c. Is the site part of a migration route? If so, explain. Jhelpl d. Proposed measures to preserve or enhance wildlife, if any: Jhelpl e. List any invasive animal species known to be on or near the site. 6. Energy and natural resources a. What kinds of energy(electric, natural gas, oil, wood stove, solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Jhelpl b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. Jhelpl c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Jhelpl 7. Environmental health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. Jhelpl May 2014 5 • 1) Describe any known or possible contamination at the site from present or past uses. 2) Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. 3) Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. 4) Describe special emergency services that might be required. 5) Proposed measures to reduce or control environmental health hazards, if any: b. Noise 1)What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)?fhelp1 2)What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indi- cate what hours noise would come from the site. Jhelpj 3) Proposed measures to reduce or control noise impacts, if any: Jhelpl 8. Land and shoreline use a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. Jhelpl b. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal, if any? If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or nonforest use? Jhelpl 1) Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: c. Describe any structures on the site. Jhelpl d. Will any structures be demolished? If so, what? Jhelpj e. What is the current zoning classification of the site? [help.' f. What is the current comprehensive plan designation of the site?Jhelpl g. If applicable, what is the current shoreline master program designation of the site?'help] May 2014 6 h. Has any part of the site been classified as a critical area by the city or county? If so, specify. [help] i. Approximately how many people would reside or work in the completed project? [help.' j. Approximately how many people would the completed project displace? [help.' k. Proposed measures to avoid or reduce displacement impacts, if any: Jhelpl L. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: f help.' m. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of long-term commercial significance, if any: 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, mid- dle, or low-income housing. Jhelpl b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. [help.' c. Proposed measures to reduce or control housing impacts, if any: [help] 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed?Jhelp] b. What views in the immediate vicinity would be altered or obstructed?Jhelp] c. Proposed measures to reduce or control aesthetic impacts, if any: rhelpl 11. Light and glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur?Jhelpl b. Could light or glare from the finished project be a safety hazard or interfere with views? [help] c. What existing off-site sources of light or glare may affect your proposal?Jhelp] d. Proposed measures to reduce or control light and glare impacts, if any: [help] 12. Recreation Mny 2014 7 a. What designated and informal recreational opportunities are in the immediate vicinity?JheIpl b. Would the proposed project displace any existing recreational uses? If so, describe. Jhelpj c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Jhelpj 13. Historic and cultural preservation a. Are there any buildings, structures, or sites, located on or near the site that are over 45 years old listed in or eligible for listing in national, state, or local preservation registers located on or near the site? If so, specifically describe. JheIpl b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? This may include human burials or old cemeteries. Are there any material evidence, artifacts, or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources. JheIpl c. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc. f help] d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. 14. Transportation a. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans, if any. fhelpj b. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop?JheIpl c. How many additional parking spaces would the completed project or non-project proposal have? How many would the project or proposal eliminate? f helpl d. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilities, not including driveways? If so, generally describe (indicate whether public or private). JheIpl May 2014 8 e. Will the project or proposal use (or occur in the immediate vicinity of)water, rail, or air transportation? If so, generally describe. [helpl f. How many vehicular trips per day would be generated by the completed project or proposal? If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and nonpassenger vehicles). What data or transportation models were used to make these estimates? (helpl g. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. h. Proposed measures to reduce or control transportation impacts, if any: Jhelpl 15. Public services a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe. Jhelpl b. Proposed measures to reduce or control direct impacts on public services, if any. [helpl 16. Utilities a. Circle utilities currently available at the site: Jhelpl electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Jhelpl C. SIGNATURE [HELPI The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Name of signee Position and Agency/Organization Date Submitted: May?074 9 D. SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS Jhelpl (IT IS NOT NECESSARY to use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air; pro- duction, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study)for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: May 2014 10 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. May 2074 11 4 A£ Q N n 2 0 Mi Q 8 40:;', Qii so 2 mo R y`INW I ozA m e < - -_ n c n i g4 Rgg>g„e> . .. — Ozz W7, 9 $ F & %; 8.88 6 2`; �y. mg d,0- 3 — E i ' mo f 888 — „ 1z — (SE 1/4 21-27N-1W) CO O lw CO 'C O CD O m N y 0 1 4 1 Om D � z m v m a 1 0 / i A. z z o ■ .. 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Baum Wu Idcat Lake 1, t Erlanr I 1 3/26/2015 https://fortress.wa.gov/ecy/coastalatlas/tools/Map.aspx CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 701224009 Printed: March 13, 2015 Cases Name Review Status Planner Type BLD03-00675 PATRICELLI F Application Received: 10/27/2003 Permit Issued/Case closed: 10/27/2003 Case Finaled: 11/7/2003 GAS PIPING TO GENERAL OR No findings, conditions, or permissions found. CAM15-00023 PATRICELLI TSTE NA M Donna Frostholm Application Received: 1/16/2015 Permit Issued/Case closed: 2/3/2015 Case Finaled: Interested in discussing options to slow erosion. No findings, conditions, or permissions found. CAR99-00457 PATRICELLI F Application Received: 11/4/1999 Permit Issued/Case closed: 10/20/2000 Case Finaled: 10/20/2000 1.) The application was reviewed by Jefferson County Permit Center staff on 6-20-00 for the potential presence of critical areas regulated under the provisions of the Ordinance, and the following critical areas were confirmed as potentially present on the subject property: landslide hazard, shoreline, seismic, aquifer recharge. 2.) Acting upon the above information, Jefferson County staff conducted a site inspection of the subject property on 2-2-00 and confirmed the existence of the following critical areas and/or their associated buffers on the property: shoreline, landslide hazard, aquifer recharge. 3.) In February 1999 a landslide occurred at the property and pushed an existing cabin off its foundation. The property owner retained the services of Earth Consultants Inc. to do a geotechnical investigation. The report states that the slide was caused by saturation of the colluvial soils by heavy rains, which initiated the downhill movements and felling of trees on the slope to the rear of the cabin. The report further states that the slide exposed the very dense glacially consolidated soils beneath the colluvium. These soils are stable in their present condition. The report concludes that if recommendations are followed the slope will be stabilized and the cabin can be re-constructed as planned. 4.) A site inspection by Permit Center Staff was performed on 2-2-2000. 5.) The potential for an earthquake of a high magnitude occurring in western Washington in the near future is considered a high probability by regional experts. 6.) Aquifer recharge areas in Jefferson County are characterized by porous geologic formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 7.) Susceptible aquifer recharge areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. This includes any portion of Jefferson County with a DRASTIC index of greater than or equal to 180 points as determined using the U.S. Environmental Protection Agency DRASTIC methodology: Drastic: A Standardized System for Evaluating Ground Water Pollution Using Hydrogeologic Settings (EPA 600/23-87-035). 8.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 9.) These bluffs are considered unstable and are subject to catatrophic slides. The potential for an earthquake of a high magnitude occuring in western Washington in the near future is considered a high probability by regional experts. 10.) This waiver also includes findings and conditions for evaluation of shoreline areas as regulated under the provision of The Jefferson County Shoreline Management Master Program, adopted March 7, 1988, as amended. 11.) The standard setback for residential structures, including common appurtenant structures such as garages and workshops, shall be 30 feet, or 1 foot for each foot of bank height, whichever is greater. This setback shall be measured from the bank's edge when the bank height exceeds 10 feet. On this property the setback is 30 feet from the bulkhead which is located at the ordinary high water mark. 12.) A vegetive buffer of 30 feet shall be permanently maintained from the top of the landslide hazard area at the top of the steep slope located east of the cabin location. A vegetative buffer of 15 feet shall be permanently maintained from the bottom of the landslide hazard area (steep slope area located just east of the cabin location). All buffers shall be measured perpendicularly from the top or bottom of the landslide hazard area. 13.) Landslide hazard areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, replanting with native vegetation shall be required by the Critical Area Administrator. No alteration shall be made to the landslide hazard area or its associated buffer without prior authorization by the Critical Area Administrator. 14.) Among the native conifer species which may be used are: grand fir(Aibes grandis), sitka spruce (Picea sitchensis), shore pine(Pinus contorta), Douglas-fir(Pseudotsuga menziesii), western redcedar(Thuja plicata), western hemlock (Tsuga heterophylla). \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 3/13/2015 Page I of 4 Cases Name Review Status Planner Type 15.) Among the native tree species which may be used are: vine maple (Acer circinatum) big-leaf maple (Acer macrophyllum), red alder(Alnus rubra), Pacific madrone (Arbutus menziesii), quaking aspen (populus tremula), black cottonwood (Populus trichocarpa), bitter cherry(Prunus emarginata), Oregon white oak(Quercus garryana), cascara (Rhamnus purshiana), Pacific willow(Salix lasiandra), Scouler's willow(Salix scouleriana). 16.) Among the native shrub species which may be used are: service-berry(Amalanchier alnifolia), red osier dogwood (Cornus stolonifera) salal (Gaultheria shallon), ocean spray (Holodiscus discolor), indian plum (Oemlaria cerasiformis), Pacific ninebark (Physocarpus capitus), red flowering currant(Ribes sanguineum), wild rose(Rosa gymnocarpa), Nootka rose (Rosa nutkana), swamp rose (Rosa pisocarpa), willows(Salix ssp.), red elderberry (Sambucus racemosa), snowberry(Symphoricarpos albus), evergreen huckleberry (Vaccinium ovatum), red huckleberry(Vaccinium parvifolium). 17.) Surface drainage shall not be directed across the face of a marine bluff, landslide hazard or ravine. 18.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Native Vegetation." 19.) All construction activities, including the storage and preparation of materials, shall not encroach upon the designated geologically hazardous area, or its associated buffer. 20.) Damage to vegetation to be retained on site shall be minimized by directional felling of trees away from these areas. 21.) The applicant shall permanently separate the boundary of the landslide hazard area buffer from the remainder of the subject property through installing and maintaining one of the following; logs, trees, a hedge row, or other prominent physical marking. The separation method identified by the applicant shall be approved by the Critical Area Administrator prior to planting or installation. 22.) A minimum setback of 30 feet shall be permanently maintained as a fish and wildlife habitat area buffer associated with the shoreline. This buffer shall be measured perpendicularly from the ordinary high water mark along the shoreline. 23.) Fish and wildlife habitat area buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, replanting with native vegetation shall be required by the CriticalArea Administrator. No alteration shall be made to the fish and wildlife habitat area buffer without prior authorization by the Critical Area Administrator. 24.) All construction activities, including the storage and preparation of materials, shall not encroach upon the designated fish and wildlife habitat area, its associated buffer, or any critically important plants and trees identified on the subject property. 25.) The applicant shall permanently separate the boundary of the fish and wildlife area buffer from the remainder of the subject property through installing and maintaining one of the following; logs, trees, a hedge row, or other prominent physical marking. The separation method identified by the applicant shall be approved by the Critical Area Administrator prior to planting or installation. 26.) Prior to and during approved construction activities, the perimeter of the fish and wildlife habitat area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Streamside Buffer- Do not Remove or Alter Existing Native Vegetation." 27.) Residential structures shall not exceed thirty-five (35)feet in height. 28.) The proposed development shall be located on the subject property exactly as identified on the Universal Plot Plan, or other Site Plan, approved by the County as part of the triggering permit application. Applicant shall be responsible for contacting and notifying contractor(s)of the above conditions in order to ensure compliance at various stages of construction/development. 29.) Applicant shall enter into a hold harmless agreement with Jefferson County prior to release of building permits. PRE01-00021 PATRICELLI F Kevin Russell Application Received: 3/13/2001 Permit Issued/Case closed: 7/3/2002 Case Finaled: Install bulkhead or retaininl. No findings, conditions, or permissions found. SEP00-00103 PATRICELLI F Application Received: 5/9/2000 Permit Issued/Case closed: 10/25/2000 Case Finaled: 8/22/2002 tax 10, system located on tax 7(lot to south) 1.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 2.) Existing tank shall be properly abandoned. It shall be pumped and filled with clean fill. Documentation to be provided to Health Dept. prior to final.NO TANK ABANDONMENT PER SFP ARRANGEMENT MADE WITH OWNER. prb 3.) Recorded easement required for primary and/or reserve drainfields prior to final. Easement to be recorded with the Jefferson County Auditors office. Drainfield to serve tax ten is located on tax 7. 4.) AS PER WAC 246-272 ALL ALTERNATIVE SYSTEMS REQUIRE MONITORING. THIS MONITORING IS PROVIDED BY AGREEMENT BETWEEN THE JEFFERSON COUNTY ENVIRONMENTAL HEALTH DIVISION AND THE JEFFERSON COUNTY PUBLIC UTILITY DISTRICT#1. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING CONTRACT WITH THE PUD#1 PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. 1ltidemarkldata\forms\R_MLT Parcel_Cond.rpt 3/13/2015 Page 2 of 4 Cases Name Review Status Planner Tvae 5.) Health Dept. required to observe pressure test, 48 hour notice to be given. 6.) An asbuilt drawing and certification of completion by the designer is required prior to final approval. 7.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 8.) 50 ft. setback from bank to be maintained from primary and reserve drainfield areas. 9.) 50 ft. setback from surface water to tanks to be maintained. 10.) MAXIMUM TRENCH DEPTH 24 INCHES 11.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 12.) Contact designer prior to installation for staking of drainfield area. 13.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 14.) Any portion of transport line under a driven way is to be double cased or equivalent 15.) Tanks to be no deeper than 12" below native grade. Asphaultic emulsion or equivalent required on septic tank and/or pump chamber. 16.) Dose counters are required in the control panel for all drainfield components. 17.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Critical Areas Ordinance for other development on the site. 18.) Compliance with the conditions of the signed Critical Area Waiver is required. BLD01-00392 MLA01-00372 PATRICELLI I F Kevin Russell Application Received: 7/9/2001 Permit Issued/Case closed: 8/7/2001 Case Finaled: 8/23/2002 REPLACE SINGLE FAMILY RESIDENCE 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 6/20/00 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Landslide Hazard Area, Shoreline, Seismic Hazard Area, and Susceptible Aquifer Recharge Area. 2.) In February 1999, a landslide occured on the subject property and pushed an existion cabin off of its foundation. The applicant obtained the services of Earth Consultants Inc. to conduct a geotechnical analysis. The report concluded that the property is stable and through revegetation and other conditions a proposal to rebuilding the dwelling is appropriate. 3.) The applicant has signed and recorded a Declaration of Restrictive Covenant acknowledging that potential landslide could occur on the subject property. The document has been signed, notorized and recorded at the Jefferson County Auditors Office. 4.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 5.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 6.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin (see attached). 7.) The applicant is proposing to create or add 1,400 square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Management Practices (BMPS). In addition, all conditions regarding stormwater rendered through the Geotechnical Report shall be followed. Any discharge onto the beach, or over the bank shall submit and receive approval for a stormwater tightline through the Shoreline Management Master Program. 8.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 9.) The site plan as submitted with the building application on July 9, 2001 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated August 2, 2001 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 10.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 11.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area to the steep slope located east of the proposed dwelling. In addition, a vegetative buffer of 15 feet shall be permanently maintained from the toe of the landslide hazard area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 3/13/2015 Page 3 of 4 Cases Name Review Status Planner Type 12.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 13.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar(Thuja Plicata), and Western Hemlock (Tsuga Heterophylla). Among native tree species which may be used includes:Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry(Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow (Saliz Lasiandra), and Scouler's Willow (Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean Spray(Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant(Ribes Sanguineum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry(Sambucus Racemosa), Snowberry (SymphoricarposAlbus), Evergreen Huckleberry(Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium). 14.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 15.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 16.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 17.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined by impervious surface, which includes decks, driveways, roof tops, etc. 18.) The building height is not to exceed 35 feet. 19.) The proposed dwelling will be sited inside of the existing footprint. However, it will be expanding the footprint in size. The proposed structure is roughly 300 square feet larger then the previous cabin. PRE15-00006 PATRICELLI TSTE P Application Received: 2/19/2015 Permit Issued/Case closed: Case Finaled: Requesting information and site visit to discuss permiting for erosion control to protect his property! CAM 15-00023 No findings, conditions, or permissions found. SOM00-00103 PATRICELLI TSTE F Application Received: 8/22/2002 Permit Issued/Case closed: Case Finaled: No findings, conditions, or permissions found. USR01-00036 PATRICELLI F Application Received: 6/14/2001 Permit Issued/Case closed: 4/27/2010 Case Finaled: 4/27/2010 No findings, conditions, or permissions found. \\tidemark\datalforms1R_MLT_Parcel_Cond.rpt 3/13/2015 Page 4 of 4 CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 701224009 Printed: March 25, 2015 Cases Name Review Status Planner Type BLD03-00675 PATRICELLI F Application Received: 10/27/2003 Permit Issued/Case closed: 10/27/2003 Case Finaled: 11/7/2003 GAS PIPING TO GENERAI OR No findings, conditions, or permissions found. CAM15-00023 PATRICELLI TSTE NA M Donna Frostholm Application Received: 1/16/2015 Permit Issued/Case closed: 2/3/2015 Case Finaled: Interested in discussing options to slow erosion. No findings, conditions, or permissions found. CAR99-00457 PATRICELLI F Application Received: 11/4/1999 Permit Issued/Case closed: 10/20/2000 Case Finaled: 10/20/2000 1.) The application was reviewed by Jefferson County Permit Center staff on 6-20-00 for the potential presence of critical areas regulated under the provisions of the Ordinance, and the following critical areas were confirmed as potentially present on the subject property: landslide hazard, shoreline, seismic, aquifer recharge. 2.) Acting upon the above information, Jefferson County staff conducted a site inspection of the subject property on 2-2-00 and confirmed the existence of the following critical areas and/or their associated buffers on the property: shoreline, landslide hazard, aquifer recharge. 3.) In February 1999 a landslide occurred at the property and pushed an existing cabin off its foundation. The property owner retained the services of Earth Consultants Inc. to do a geotechnical investigation. The report states that the slide was caused by saturation of the colluvial soils by heavy rains, which initiated the downhill movements and felling of trees on the slope to the rear of the cabin. The report further states that the slide exposed the very dense glacially consolidated soils beneath the colluvium. These soils are stable in their present condition. The report concludes that if recommendations are followed the slope will be stabilized and the cabin can be re-constructed as planned. 4.) A site inspection by Permit Center Staff was performed on 2-2-2000. 5.) The potential for an earthquake of a high magnitude occurring in western Washington in the near future is considered a high probability by regional experts. 6.) Aquifer recharge areas in Jefferson County are characterized by porous geologic formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 7.) Susceptible aquifer recharge areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. This includes any portion of Jefferson County with a DRASTIC index of greater than or equal to 180 points as determined using the U.S. Environmental Protection Agency DRASTIC methodology: Drastic: A Standardized System for Evaluating Ground Water Pollution Using Hydrogeologic Settings (EPA 600/23-87-035). 8.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 9.) These bluffs are considered unstable and are subject to catatrophic slides. The potential for an earthquake of a high magnitude occuring in western Washington in the near future is considered a high probability by regional experts. 10.) This waiver also includes findings and conditions for evaluation of shoreline areas as regulated under the provision of The Jefferson County Shoreline Management Master Program, adopted March 7, 1988, as amended. 11.) The standard setback for residential structures, including common appurtenant structures such as garages and workshops, shall be 30 feet, or 1 foot for each foot of bank height, whichever is greater. This setback shall be measured from the bank's edge when the bank height exceeds 10 feet. On this property the setback is 30 feet from the bulkhead which is located at the ordinary high water mark. 12.) A vegetive buffer of 30 feet shall be permanently maintained from the top of the landslide hazard area at the top of the steep slope located east of the cabin location. A vegetative buffer of 15 feet shall be permanently maintained from the bottom of the landslide hazard area (steep slope area located just east of the cabin location). All buffers shall be measured perpendicularly from the top or bottom of the landslide hazard area. 13.) Landslide hazard areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, replanting with native vegetation shall be required by the Critical Area Administrator. No alteration shall be made to the landslide hazard area or its associated buffer without prior authorization by the Critical Area Administrator. 14.) Among the native conifer species which may be used are: grand fir(Aibes grandis), sitka spruce (Picea sitchensis), shore pine(Pinus contorta), Douglas-fir(Pseudotsuga menziesii), western redcedar(Thuja plicata), western hemlock (Tsuga heterophylla). \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 3/25/2015 Page 1 of 4 Cases Name Review Status Planner Tyne 15.) Among the native tree species which may be used are: vine maple (Acer circinatum) big-leaf maple (Acer macrophyllum), red alder(Alnus rubra), Pacific madrone (Arbutus menziesii), quaking aspen (populus tremula), black cottonwood (Populus trichocarpa), bitter cherry(Prunus emarginata), Oregon white oak(Quercus garryana), cascara (Rhamnus purshiana), Pacific willow (Salix lasiandra), Scouler's willow(Salix scouleriana). 16.) Among the native shrub species which may be used are: service-berry(Amalanchier alnifolia), red osier dogwood (Cornus stolonifera)salal (Gaultheria shallon), ocean spray (Holodiscus discolor), indian plum (Oemlaria cerasiformis), Pacific ninebark (Physocarpus capitus), red flowering currant(Ribes sanguineum), wild rose (Rosa gymnocarpa), Nootka rose (Rosa nutkana), swamp rose (Rosa pisocarpa), willows(Salix ssp.), red elderberry (Sambucus racemosa), snowberry(Symphoricarpos albus), evergreen huckleberry (Vaccinium ovatum), red huckleberry(Vaccinium parvifolium). 17.) Surface drainage shall not be directed across the face of a marine bluff, landslide hazard or ravine. 18.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Native Vegetation." 19.) All construction activities, including the storage and preparation of materials, shall not encroach upon the designated geologically hazardous area, or its associated buffer. 20.) Damage to vegetation to be retained on site shall be minimized by directional felling of trees away from these areas. 21.) The applicant shall permanently separate the boundary of the landslide hazard area buffer from the remainder of the subject property through installing and maintaining one of the following; logs, trees, a hedge row, or other prominent physical marking. The separation method identified by the applicant shall be approved by the Critical Area Administrator prior to planting or installation. 22.) A minimum setback of 30 feet shall be permanently maintained as a fish and wildlife habitat area buffer associated with the shoreline. This buffer shall be measured perpendicularly from the ordinary high water mark along the shoreline. 23.) Fish and wildlife habitat area buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, replanting with native vegetation shall be required by the Critical Area Administrator. No alteration shall be made to the fish and wildlife habitat area buffer without prior authorization by the Critical Area Administrator. 24.) All construction activities, including the storage and preparation of materials, shall not encroach upon the designated fish and wildlife habitat area, its associated buffer, or any critically important plants and trees identified on the subject property. 25.) The applicant shall permanently separate the boundary of the fish and wildlife area buffer from the remainder of the subject property through installing and maintaining one of the following; logs, trees, a hedge row, or other prominent physical marking. The separation method identified by the applicant shall be approved by the Critical Area Administrator prior to planting or installation. 26.) Prior to and during approved construction activities, the perimeter of the fish and wildlife habitat area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Streamside Buffer- Do not Remove or Alter Existing Native Vegetation." 27.) Residential structures shall not exceed thirty-five(35)feet in height. 28.) The proposed development shall be located on the subject property exactly as identified on the Universal Plot Plan, or other Site Plan, approved by the County as part of the triggering permit application. Applicant shall be responsible for contacting and notifying contractor(s)of the above conditions in order to ensure compliance at various stages of construction/development. 29.) Applicant shall enter into a hold harmless agreement with Jefferson County prior to release of building permits. PRE01-00021 PATRICELLI F Kevin Russell Application Received: 3/13/2001 Permit Issued/Case closed: 7/3/2002 Case Finaled: Install bulkhead or retainin�g wail. No findings, conditions, or permissions found. SEP00-00103 PATRICELLI F Application Received: 5/9/2000 Permit Issued/Case closed: 10/25/2000 Case Finaled: 8/22/2002 tax 10, system located on tax 7(lot to south) 1.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 2.) Existing tank shall be properly abandoned. It shall be pumped and filled with clean fill. Documentation to be provided to Health Dept. prior to final.NO TANK ABANDONMENT PER SFP ARRANGEMENT MADE WITH OWNER. prb 3.) Recorded easement required for primary and/or reserve drainfields prior to final. Easement to be recorded with the Jefferson County Auditors office. Drainfield to serve tax ten is located on tax 7. 4.) AS PER WAC 246-272 ALL ALTERNATIVE SYSTEMS REQUIRE MONITORING. THIS MONITORING IS PROVIDED BY AGREEMENT BETWEEN THE JEFFERSON COUNTY ENVIRONMENTAL HEALTH DIVISION AND THE JEFFERSON COUNTY PUBLIC UTILITY DISTRICT#1. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING CONTRACT WITH THE PUD#1 PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 3/25/2015 Page 2 of 4 Cases Name Review Status Planner Type 5.) Health Dept. required to observe pressure test, 48 hour notice to be given. 6.) An asbuilt drawing and certification of completion by the designer is required prior to final approval. 7.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 8.) 50 ft. setback from bank to be maintained from primary and reserve drainfield areas. 9.) 50 ft. setback from surface water to tanks to be maintained. 10.) MAXIMUM TRENCH DEPTH 24 INCHES 11.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 12.) Contact designer prior to installation for staking of drainfield area. 13.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 14.) Any portion of transport line under a driven way is to be double cased or equivalent 15.) Tanks to be no deeper than 12" below native grade. Asphaultic emulsion or equivalent required on septic tank and/or pump chamber. 16.) Dose counters are required in the control panel for all drainfield components. 17.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Critical Areas Ordinance for other development on the site. 18.) Compliance with the conditions of the signed Critical Area Waiver is required. BLD01-00392 MLA01-00372 PATRICELLI I F Kevin Russell Application Received: 7/9/2001 Permit Issued/Case closed: 8/7/2001 Case Finaled: 8/23/2002 REPLACE SINGLE FAMILY KESIDENCE 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 6/20/00 for the potential presence of Environmentally Sensitive Areas(ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Landslide Hazard Area, Shoreline, Seismic Hazard Area, and Susceptible Aquifer Recharge Area. 2.) In February 1999, a landslide occured on the subject property and pushed an existion cabin off of its foundation. The applicant obtained the services of Earth Consultants Inc. to conduct a geotechnical analysis. The report concluded that the property is stable and through revegetation and other conditions a proposal to rebuilding the dwelling is appropriate. 3.) The applicant has signed and recorded a Declaration of Restrictive Covenant acknowledging that potential landslide could occur on the subject property. The document has been signed, notorized and recorded at the Jefferson County Auditors Office. 4.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 5.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 6.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs)and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin (see attached). 7.) The applicant is proposing to create or add 1,400 square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Management Practices (BMPS). In addition, all conditions regarding stormwater rendered through the Geotechnical Report shall be followed. Any discharge onto the beach, or over the bank shall submit and receive approval for a stormwater tightline through the Shoreline Management Master Program. 8.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 9.) The site plan as submitted with the building application on July 9, 2001 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated August 2, 2001 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 10.) Geologically HazardousAreas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 11.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area to the steep slope located east of the proposed dwelling. In addition, a vegetative buffer of 15 feet shall be permanently maintained from the toe of the landslide hazard area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 1\tidemark\data\forms\R_MLT_ParceLCond.rpt 3/25/2015 Page 3 of 4 Cases Name Review Status Planner Type 12.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 13.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar(Thuja Plicata), and Western Hemlock (Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry (Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow (Saliz Lasiandra), and Scouler's Willow (Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean Spray (Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant(Ribes Sanguineum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry(Sambucus Racemosa), Snowberry(Symphoricarpos Albus), Evergreen Huckleberry(Vaccinium Ovatum), Red Huckleberry (Vaccinium Parvifolium). 14.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 15.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 16.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 17.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined by impervious surface, which includes decks, driveways, roof tops, etc. 18.) The building height is not to exceed 35 feet. 19.) The proposed dwelling will be sited inside of the existing footprint. However, it will be expanding the footprint in size. The proposed structure is roughly 300 square feet larger then the previous cabin. PRE15-00006 PATRICELLI TSTE P Donna Frostholm Application Received: 2/19/2015 Permit Issued/Case closed: Case Finaled: Requesting information and site visit to discuss permiting for erosion control to protect his property! CAM 15-00023 No findings, conditions, or permissions found. SOM00-00103 PATRICELLI TSTE F Application Received: 8/22/2002 Permit Issued/Case closed: Case Finaled: No findings, conditions, or permissions found. USR01-00036 PATRICELLI F Application Received: 6/14/2001 Permit Issued/Case closed: 4/27/2010 Case Finaled: 4/27/2010 No findings, conditions, or permissions found. \\tidemark\data\forms\R_MLT Parcel_Cond.rpt 3/25/2015 Page 4 of 4 Map Output Page 1 of 1 ArcIMS HTML Viewer Map r-� a mirrA.74 Legend Selected Features JC_Roads "�" Parcels-H '-02 County Zoning MPR-SF Trans 701223004. Runt Reseenlol 1:5 --- Rural Resbenl of 1.10 Rural Rssrem rl 1:20 701223003: MPR&mole Femdy ■ MPR-flue danvry MPR Resort Comptu Parts and Reerehe en NPROpen Space } Rural f oral Commercut F u 70122401 -" intotlm4 Purest deavy Mautrnt 701224000 Arrow,LPF MPR-VnMee Center 701224007 AP LM Ati Rural YdMOe Cenlm rl ■ Resource Rased md. t 3 Ltan1 Mduilral 1, ? MPR Reveal pen l' '701224006' Warp Mon"CPI l LtM 701224011 L tC Creterext-GC .701224010: M Crossroads CC . Crossroads NC 701224006 ■ LL 1:20 707214013 70122402• UG►Urban Commove,' UGA-Urban Light Indurrtal 701224G'i UGd-MDR ./� UG6-N DR y / t l 1 /0 UG4•Puol5 UGII-LDR UGA-Yoder Orented Commo:c.. (-2 7 • MPR-R n RN Bannon 7 C2. _<" CF-11611 RLOConmmerculForesl M moral Resource Charley FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Mar 25 17:39:48 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 3/25/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 711223002 --- ' 701223009 701223003 slf qJ^ �`Y �a rt1- f ' '1;401- Legend • Selected Features I` y JC_Roads Parcels-H in SMP Shoreline 701224020 Environmental Designations •1221007.' n Aqualc Con sorvanc i�12249re7 it qn tntensny Naomi NA w122900(1 P•■rny Aa uaiK f I Sroronnc Rcaoontal i•12240'• y0+Leak/c ' 701224008. 701224013 70122402 y1475 7ro.4nd by-.-?bsm ewe,Ceara Serum GS 18712. FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Mar 13 18:08:25 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 3/13/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Map -`�— 701229002 .°11. c - 70,273004 ° 70/273003 _I • f • 122401 5hr Legend '="t Selected Features ,, JC_Roads Parcels-H SMP_Shoreline :Ar . Ir 1012240"20 Environmental Designations .;l ` 104007 Muac Conservancy 1724004 Ngn seensny Naura Et NA 1'1224006 EA ProrAy Aquae Snorcbne Rm,ticm 4,(•1224011 2'!1224010 . 701224006. 701224013 • 701224021 11g�o:G:A r. An Cosrr Cor.'n x.c<eGIJ 18711•.,. FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Mar 13 18:08:25 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 3/13/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 701213002 --- 7012230011 c c I. 701223003 701224012 Legend 0 Selected Features 701224074 ,,J JC_Roads ', Parcels-H Shore Form Type 7012240 r/"\ 7012240,,- Ancm arm /' _`h E,Oignal 701224007 �� Snob i701134004/�r/f ,,:\\ i i 701224008 f,. �, - r" ,.,' 701224010 ' 701224008 ., -701224017 'Ilsn:rue ckri,._ri-m-i Car,'Cc.r.n Se.:cc:CAS' _■ 1871t FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Mar 13 18:08:16 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion°4.... 3/13/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma• 7O12230o2 I 23004 0 701223003 1, .Jy, 701124012 Legend j...1 Selected Features , T01224014 A JC_Roads Parcels-H ■ Wetlands • 701224020 101224007 701224004 1'. "'701224006 701224011 1 701224010 l� 7o+22a=:c IN1 701224013 70122402' Nxc so:tlod Cera Sc at+m GS 0 iBIR;: FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Mar 13 18:05:14 015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 3/13/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma. 701223002 • 701223009 701223023 111111MEA 701224012 Legend Selected Features 701224014 JC Roads Parcels-H 701224009 FEMA FIRMS 7C'22402C' ■ A AN 701224007, "t xm0 Othar 701224004 '� 'I 701224006; \ lyy 7 01 224 01 1 701224010 701224x78 701224013 Max.so.ckd:r._e r nC<ur..Cure Scvcrs GAS C®'en; FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Mar 13 18:06:14 +015 http://gisserver/sere let/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 3/13/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Map ro=223[102 ro,22x»a t ?0=22.3003 Lege rid Selected Features . . , JC_Roads III Parcels-H Landslide Hazard AY 224020 S.acz �an 11ctic-alc S qnt JO'ee. JO'22lY 22.10.3 1'22402' \Ism woe da l J:.c4-.m Curti.2cr,a Z:ec ce G S r:-18Th FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Mar 13 18:06:04 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 3/13/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Map r- 1 701223003 ' 1224012 Legend Selected Features JC_Roads Parcels-H Seismic Hazard k 701221020 1 I 701224008 + 1 701224011 } 701224010 \\\\. - 701224003 II70"121013 70122402' 5, 18711 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Mar 13 18:05:37 2015 http://gisserver/servlet/com.esrL esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 3/13/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Map I 70'223022 ''''---''—'-...,....._. 71,,i : i ,d all ,�✓� 1 L~ri a }Cr YI .r 7044.224:'.. i Legend Selected Features /0'224014 JC_Roads Parcels-11 Shoreline Slope Stability 7a u4oe� a'2zae2o n 9ladic I I Intern-2,d dne 70'224W7 O nmatle ■ Unstable Recent Landslide rrr 224X4 E Unstable on Landslide l:2[G'9E , I I Map:rd.ded m_e ra-von Cade Crc-a 9c.:on iati \0 1$711 _ FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Mar 13 18:06:55 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 3/13/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 701223002 + la'2zsar i, 701223003 !ii# 701.224012 Legend LiSelected Features "01224007 r JC_Roads Parcels-H SIPZ 7C'22402C• Rrsk SIPL Npn RKk SIPL n Moammrsswnoe siP2 Coanla■SlPL r0.224024 '^'24006 701224011 701224010 11 701224008 10'224013 70'224;2' \lax,va.dad a._farm Corri Cc.ra Frvccs vu' •7O'g/it FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Mar 13 18:07:37 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceN ame=ovmap&ClientVersion=4.... 3/13/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 701223002 701223004 \ 1 illi 701223009 \\\ '•\ \7— 1 \ 17---/ '--.!6.. 701224012 Legend Selected Features '701224014 JC_Roads Parcels-H I 701224009 h Areas Aquifer Recharge /0'22402(1 Areas 701224007 E SUSC=uNR IIIISARPA•SUSS nsc 70'224004 ■ SA RPA ❑ SARPA•UNR / 70'224009 I li. 10'Z240" 70"22&0'0 A I0'224C7'ltl 10'2240'3 l 22.162' 11sr.:ra.-.1o1",•-e-Knxn Cwt,Cara se,cc Gbs } 0®'9Mt FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Mar 13 18:06:35 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap'?ServiceName=ovmap&ClientVersion=4.... 3/13/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 701223002 __ 701223004 ^ ,i rolu3ae3 vilikl . ire i r-r amp 701224012 Legend Selected Features,.....i 701224014 JC_Rcads Parcels+1 „tr, Drittcells 70122404) .• ovoreanas Zona • f' Lel to Rghi 701224007 - .! No ApprecilNaarsharo Doff• th Rphl to Lott 701224004 fy,% tlndaleed Cat 70122401' 10'1240'0 10°224013 70'22402' \l u ro:and o:.eY-:ATI Cwrr Car,s i3c-:cc-'�G r. ■ "811t FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Mar 13 18:08:05 2015 http://gi server/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 3/13/2015 Map Output Page 1 of l ArcIMS HTML Viewer Ma• _'L23002. Mta. MI& 701223004 {� 70t223003. �. tk Legend • Selected Features .101224014 JC_Roads Parcels-I-I 2013 Aerial Photos COWS a 70 224004 I9i 70'224006 7012240`1 701224010 70.22 r.: 022401 Max?crock'b''.c.ersm Gaunty Carta Serwas GIS 4:. FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Mar 13 18:08:51 015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 3/13/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Map • `1l 07et.Y:" - ' e .' - 1 Legend — Selected Features 1 ■` ,f Township Lines ,',� JC_Roads Parcels-H USGS Topos cA Carne IhaoovorY. "• 1 h fti 1 r[Cl/ R-I,/y •. R Jl4rl�lrl Maas POeded W• scn Carry Cents&room G4S j .4iNt- , FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Mar 13 18:09:35 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&C1 ientVersion=4.... 3/13/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Map I 0 ) i ' i 1 c(223002 t\ I ' S '\ Ili : 701223004 v t \--___-- _ 9 1 r 71 00i ` ' � vii01,111 (3 771 ' awl. 1 \ ', \ IIIIIIMT ' m17z4ou� \ �-' / ( \ \\' V A �-�. Legend �, .' �t y \ `'•t '`. Selected Features 4` /701224014 �j �� JC_Roads‘ \ 1 $ \ 1:.,,,:: Parcels-H �.,ti 70,+1 1/ t Contours �' 1 �5 7 , on � to Fool Ctour yyy\/ ', r '\ 1 WFoot Contour le I l ..K. ..\ ��_- '7o,zz4caa ... l 1 I V I),j , f/,,, 7012240t, �,ki { ,�70,22A008 t`4 o 1 A',. 1 J. 70•x24.3, :.; )r- ' t 10122402' V.cr.J...& r..c4<ri_wr:r.:cr..a..c.cc��t'a C. `y/tl ` FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Mar 13 18:03:55 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 3/13/2015 Donna Frostholm From: Gregory, Jerald J NWS <Jerald.J.Gregory@usace.army.mil> Sent: Friday, March 20, 2015 9:23 AM To: Donna Frostholm; Mraz, Richard A. (ECY); Bigelow, Margaret M (DEW); Bridget.Kaminski- Richardson @dnr.wa.gov Subject: RE: pre15-00006 patricelli Hello Donna, I have an all day meeting scheduled for the 1st and won't be able to attend the site visit. Based on the photos that were submitted with the request for the pre-app conference, it looks like the proposed bulkhead may be located landward of the MHHW mark and outside of Corps jurisdiction. However, if a Corps permit is necessary,we are required to complete coordination under Section 106 of the National Historic Preservation Act and Section 7 of the Endangered Species Act. In addition to coordination under those laws, we are required to provide notification to interested Indian tribes, who may request revisions to the project or denial of the permit. Because shoreline armoring is a sensitive issue, I expect that the National Marine Fisheries Service and one or more tribes will look very closely at the proposal if it is within Federal jurisdiction. I can locate the MHHW mark to determine if a Corps permit is required, but would need to schedule that visit for another day. Please let me know if you have any questions. Mr. Patricelli is welcome to call me directly with any questions or to arrange a site visit with the Corps. Thank you for contacting me. Jerry J. Gregory Seattle District, U.S. Army Corps of Engineers Regulatory Branch, CENWS-OD-RG Post Office Box 3755 Seattle, Washington 98124-3755 Phone: (206) 764-6665 Fax: (206) 764-6602 Original Message From: Donna Frostholm [mailto:DFrostholm @co.jefferson.wa.us] Sent:Thursday, March 19, 2015 10:06 AM To: Mraz, Richard A. (ECY); Bigelow, Margaret M (DFW); Bridget.Kaminski-Richardson @dnr.wa.gov; Gregory,Jerald J NWS Subject: [EXTERNAL] FW: pre15-00006 patricelli All: An on-site pre-application meeting has been scheduled for Wednesday, April 1 at 2:00 to discuss shore defense works with a property owner. Attached is the information he submitted for the pre-app. The property owner is looking for permitting guidance at this pre-app so no proposal drawings are available at this time. Please let me know if you plan to attend. If you are unable to attend and would like to provide comments, feel free to forward your comments on to me and I can pass them on to the property owner. Regards, Donna Frostholm Associate Planner/Wetland Specialist Jefferson County Department of Community Development 1 621 Sheridan Street Port Townsend, Washington 98368 360-379-4466 dfrostholm @co.jefferson.wa.us DCD is open from 9:00am—12:00pm and 1:00pm—4:30pm Monday through Thursday; DCD is closed on Friday. All emails sent to and from this address will automatically be archived by Jefferson County and emails may be subject to Public Disclosure under Chapter 42.56 RCW. 2 Donna Frostholm From: Mraz, Richard A. (ECY) <rmra461 @ECY.WA.GOV> Sent: Friday, March 20, 2015 10:58 AM To: Donna Frostholm; Bigelow, Margaret M (DEW); Kaminski-Richardson, Bridget (DNR); Jerry J. Gregory (Jerald.J.Gregory@usace.army.mil) Subject: RE: pre15-00006 patricelli Hi Donna, I cannot attend the pre-app meeting. Pm helping teach a wetland ratings training class on that day. Based on the photos, I would ask that the applicant (and the County)to seriously consider whether shoreline armoring is necessary at this location. From the photos you provide it appears that the site contains a low energy beach that is well vegetated with estuarine species and salt-tolerant upland grasses (Leymus sp.?). The photo do not appear to show evidence of shoreline erosion. The site is also an area that apparently accumulates large amounts of woody debris, which further serve to stabilize the beach(see photo to left). In addition, it does not appear that any adjacent properties are currently armored (see photo to right): i • a k �' : ^; . t.",,,` • f J 4 i 1 I a* r Y ♦ b"�t�c%F" 'i i 7r • Lam' .� t FT .:„ et, 4,?, ,- . - ..., 4100 .v ,••;•,4- . % . i,.. „.et.,• ‘..-: , • , ,. . . ,_ • _ .. a t 6 AR • ' Y Do you know when the house was constructed? Aerials are a bit unclear on this aspect, but it appears that the house was located very close to the shoreline within the last 15 years or so. 2 Please share these comments and observations with the applicant. I can be available to meet at another time (perhaps with Hugh Shipman) and would appreciate the opportunity to view the site. dick p,lea:,?WS Wetlands/Shorelands Specialist Sliorelands and Environmental Assistance Program Southwest Regional Office (360)407-6221 rmra46l @ecy.wa.gov Original Message From: Donna Frostholm [mailto:DFrostholm @co.jefferson.wa.us] Sent: Thursday, March 19, 2015 10:06 AM To: Mraz, Richard A. (ECY); Bigelow, Margaret M (DFW); Kaminski-Richardson, Bridget(DNR); Jerry J. Gregory (Jerald.J.Gregory@usace.army.mil) Subject: FW: pre15-00006 patricelli All: An on-site pre-application meeting has been scheduled for Wednesday, April 1 at 2:00 to discuss shore defense works with a property owner. Attached is the information he submitted for the pre-app. The property owner is looking for permitting guidance at this pre-app so no proposal drawings are available at this time. Please let me know if you plan to attend. If you are unable to attend and would like to provide comments, feel free to forward your comments on to me and I can pass them on to the property owner. Regards, Donna Frostholm Associate Planner/Wetland Specialist Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, Washington 98368 360-379-4466 dfrostholm@co.jefferson.wa.us DCD is open from 9:00am— 12:00pm and 1:00pm—4:30pm Monday through Thursday; DCD is closed on Friday. All emails sent to and from this address will automatically be archived by Jefferson County and emails may be subject to Public Disclosure under Chapter 42.56 RCW. 3 Donna Frostholm From: Kaminski-Richardson, Bridget (DNR) <Bridget.Kaminski-Richardson @dnr.wa.gov> Sent: Thursday, March 19, 2015 11:29 AM To: Donna Frostholm Subject: RE: pre15-00006 patricelli Hi Donna, This parcel is fronted with non-DNR-managed tidelands. DNR has no comments at this time. Bridget Bridget Kaminski-Richardson Washington State Department of Natural Resources 360-732-0934 Original Message From: Donna Frostholm [mailto:DFrostholm @co.jefferson.wa.us] Sent: Thursday, March 19, 2015 10:06 AM To: Mraz, Richard A. (ECY); Bigelow, Margaret M (DFW); Kaminski-Richardson, Bridget (DNR);Jerry J. Gregory (Jerald.].Gregory @usace.army.mil) Subject: FW: pre15-00006 patricelli All: An on-site pre-application meeting has been scheduled for Wednesday, April 1 at 2:00 to discuss shore defense works with a property owner. Attached is the information he submitted for the pre-app. The property owner is looking for permitting guidance at this pre-app so no proposal drawings are available at this time. Please let me know if you plan to attend. If you are unable to attend and would like to provide comments, feel free to forward your comments on to me and I can pass them on to the property owner. Regards, Donna Frostholm Associate Planner/Wetland Specialist Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, Washington 98368 360-379-4466 dfrostholm @co.jefferson.wa.us DCD is open from 9:00am—12:00pm and 1:00pm—4:30pm Monday through Thursday; DCD is closed on Friday. All emails sent to and from this address will automatically be archived by Jefferson County and emails may be subject to Public Disclosure under Chapter 42.56 RCW. 1 Donna Frostholm From: Donna Frostholm Sent: Friday, February 20, 2015 10:29 AM To: 'Dick Patricelli' Subject: Pre-application Meeting Dick: Your application has been received and has been given to me. I will be out of the office for awhile so I will contact you sometime during the week of March 16 to schedule the meeting. Regards, Donna frosthotm .Associate PCanner/WetCandSpeciaCtst Jefferson County Department of Community Development 621 Sheridan Street Tort 'Townsend, Washington 98368 360-379-4466 dfrosthorm@cojeffersonwa.us DCD is open from 9:00am—12:00pm and 1:00pm—4:30pm Monday through Thursday;DCD is closed on Friday. All emails sent to and from this address will automatically be archived by Jefferson County and emails may be subject to Public Disclosure under Chapter 42.56 RCW. 1 UDC CONSISTENCY REVIEW Project Planner: Master#PRE15-00006 Review Type Project Description PRE15-00006 Requesting information and site visit to discuss permiting for erosion control to protect his property! CAM 15-00023 Primary: RICHARD A PATRICELLI TSTE Site Address: LEAH JO PATRICELLI TSTEE 1641 CAMP DISCOVERY RD 9502 PEACOCK HILL AVE QUILCENE WA, 98376 GIG HARBOR WA 98332 Project Location: Parcel Number: 701224009 S-T-R: 22-27N-1W Total Acreage Legal Description S22 T27 R1W TAX 10 Land Use: 1100 Flood District: Fire District: 2 Planning Area: 9 Flood Map (FIRM) Panel No: chool D 48 Zoning: Re,J;n COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map (Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property YES NO [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special Reports Nearby YES NO [ ] Designated Ag YES NO [ ] Shoreline Designation: T.gp. NO t!..16_,41C. • D r 5e -v'a vl Gt 1/ [ ] Shoreline Slope Stability: 0, NO Qo Stream Type:YES N� FWHCA: ' NO i A iii 11 �1► " V >Wetlands: 'ES NO p• (v!- .�,.r f Rare Plants:YES N . Seismic: NO i5t°-s-ry tC.. Landslide: 'ter- NO '14.4-elj wv-dP/'l24-f Flood: YES / Erosion: YES N...(). Aquifer Recharge Area: ,F , NO saw - SIPZ: none At Risk High Risk oast CMZ: norm._ High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES NO Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES NO [ ] Agricultural Lands: YES NO [ ] Archaeology: YES 1> [ ] No Shooting Zone: YES [ ] Stormwater: New Impervious Surface Land Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YES N% MRL YES NQ— Forest Lands YES N0,-- [ ] Landscaping Required: Yes No [ ] Parking Spaces Required NO 2 Other f 1 Building Height: 35' UBC Standard [ ] Impervious Surface coverage percentage: Resource Lands&Public: 10% Rural Residential: 25% Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ ] Total Building (s) Size: RVC:20,000 SF CC: 5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: Left Side: Right Side: Rear: Shoreline Setback: LSHA Setback: [ ] Road Classification: Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: [ ] Existing Case(s)& Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [ ] UGA No Protest Agreement YES NO, submitted: YES NO [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES No parcel tags found for parcel Associated CASES status issued finaled description 701224009 BLD03-00675 F 10/27/2003 11/7/2003 GAS PIPING TO GENERATOR CAM15-00023 M 2/3/2015 Interested in discussing options to slow erosion. CAR99-00457 F 10/20/2000 10/20/2000 SEP00-00103 F 10/25/2000 8/22/2002 tax 10,system located on tax 7(lot to south) PRE01-00021 F 7/3/2002 Install bulkhead or retaining wall. MLA01-00372 BLD01-00392 F 8/7/2001 8/23/2002 REPLACE SINGLE FAMILY RESIDENCE PRE15-00006 P Requesting information and site visit to discuss permiting for erosion control to protect his property! CAM 15-00023 SOM00-00103 F USR01-00036 F 4/27/2010 4/27/2010 DEVELOPMENT REVIEW TIME SHEET RICHARD A PATRICELLI TSTE PRE15-00006 Date Time Comments 1l tidemark\data\forms\R_MLT_Case_CRMLA.rpt March 13,2015 PRE15-00006 Pre-application Conference Dick Patricelli Shore Defense Works Attendees: Dick Patricelli (property owner); Chris Waldbillig, Washington Department of Fish and Wildlife; Donna Frostholm, Jefferson County Department of Community Development Meeting Date/Time/Location: April 1, 2015/2:00/Onsite Applicant: Dick Patricelli, 1641 Camp Discovery Road, Quilcene, Washington 98376 Description of Proposal: The applicant is interested in shore defense works to protect an existing house. The property is along Dabob Bay. The Jefferson County Code is available on-line at http://www.codepublishinq.com/ DEVELOPMENT REVIEW DIVISION Land Use: • Zoning— Rural Residential 1:10. • SEPA (WAC 197-11)— If any portion of the proposed work would occur in water(including wetlands) or if more than 500 cubic yards of fill will be used, the proposal would be subject to review under the State Environmental Policy Act(SEPA) and an Environmental Checklist would need to be submitted. Shoreline Master Plan: Dabob Bay is within shoreline jurisdiction and development within shoreline jurisdiction and must comply with the county Shoreline Master Program (SMP) and the state Shoreline Management Act(SMA). • Shoreline Designation —Aquatic below ordinary high water mark (OHWM); Conservancy above OHWM. • Shore defense works using structural armoring are reviewed as a conditional use (administrative), which uses a Type II permitting process. All applications processed as Type II require a notice of application, with the final permitting decision made by DCD staff. Proposals to armor or stabilize shorelines would be reviewed against JCC 18.25.410 • Shore defense works using soft engineering would be permitted as a shoreline substantial development approval unless the proposal meets the shoreline exemption criteria of JCC 18.25.560(3) for residential bulkheads. If this exemption is not met, the proposal would require a shoreline substantial development, which is a Type III process requiring a notice of application and a public hearing before the Jefferson County Hearing Examiner. The proposal would be reviewed against JCC 18.25.410(1), (2), and (10). • The applicant must show compliance with JCC 18.25.410 (shoreline armoring and stabilization); JCC 18.25.590 (conditional use requirements); and the general requirements of Article VI, Chapter 18.25 JCC. Final approval of the shoreline application is through Washington State Department of Ecology. • Requirement of concern: (1) armoring of accretion landforms is prohibited in JCC 18.25.410(5)(a); focus of armoring and stabilization policies and regulations is to prevent erosion. Critical Areas: • Geologically Hazardous Areas (unstable shoreline slope stability, slides and moderate landslide hazards, seismic hazards)—Submit a geotechnical report based on Articles V(geologically hazardous areas) and VIII (special reports) of Chapter 18.22 JCC. • Fish and Wildlife Habitat Conservation Area (listed species in marine water, possible eelgrass and forage fish habitat)— Development will occur in an areas that have the potential to support listed fish species. Submit a Habitat Management Plan prepared by a qualified biologist based on Articles VI (Fish and Wildlife Habitat Conservation Areas) and VIII (Special Reports) of Chapter 18.22 JCC. • Wetlands—Wetlands are mapped along the shoreline. Submit a wetland report prepared by a qualified biologist based on Articles VII (Wetlands) and VIII (Special Reports) of Chapter 18.22 JCC. • Frequently Flooded Areas— Proposal would likely be constructed outside of a FEMA flood boundary; therefore, no report is needed. • Seawater Intrusion Protection Zone (coastal) and Aquifer Recharge Area (susceptible)— Project is not expected to affect the SIPZ or the aquifer recharge area. Application and Fees: • Complete Shoreline Substantial Development Application includes the following: o Permit Application o JARPA o Environmental Checklist o Site Plan o Drawings showing plan and elevation views o Habitat Management Plan c Wetland Report(if wetlands occur in project area) o Stormwater Calculation Worksheet • Fees due at the time of application: To be determined based on type of shoreline application submitted. Maximum fee is likely to be approximately $3,057.50 ($2,258.00 shoreline conditional use application, $780.00 SEPA review fee, and $19.50 scanning fee). • Building fees apply to this application and would be in addition to the land use/zoning fees above. • If you plan on walking in to submit the application, make an appointment to meet with the permit technician, Sally, by calling 360-379-4450. OTHER REGULATORY/LAND USE CONSIDERATIONS • The project must comply with the Shoreline Management Act. • The project may need a Hydraulic Project Approval (HPA) from Washington Department of Fish and Wildlife. • This project will be reviewed by Washington Department of Natural Resources. Please contact this agency prior to submitting to DCD (see attached sheet). • This project may need a permit from the U.S. Army Corps of Engineers (see attached sheet). This agency has jurisdiction over waters of the U.S., including wetlands, and issues permits pursuant to Section 404 of the Clean Water Act. PRE-APPLICATION MEETING LIMITATIONS It is impossible for the conference to be an exhaustive review of all potential issues. The discussions at the conference or the information provided by the administrator shall not bind or prohibit the county's future application or enforcement of all applicable laws and regulations. No statement or assurance made by county representatives shall in any way relieve the applicant of his or her duty to submit an application consistent with all relevant requirements of county, state and federal codes, laws, regulations and land use plans. JEFFERSON COUNTY DUD NO. 154123 DATE alICV\ C_ RECEIVED FROM Cakice11, Lil T A\ P r icet ee, DESCRIPTION BARS/0- AMOUNT CURRENCY PR�_APP 0 ()0 COIN )Ill/ i- 1610 .00 r. S,-e Vist t— 4111216 ti.cc,nnin H •cv i i - n ., 1011- ti.c c.ouer� c '° 0 RECEIVED BY Rti, 4 TOTAL --51:), ), so 4sON 0O6. JEFFERSON COUNTY Ly, 14 DEPARTMENT OF COMMUNITY DEVELOPM ,E C� 7. 11 V 621 Sheridan Street I Port Townsend,WA 98368 I Web: www.co.jefferson.wa.us/communitydeveloK 90 Tel: 360.379.4450 I Fax:360.379.4451 j Email:dcd a(�.co.iefferson.wa.us SAINO� 015 Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Corte' � I FEB E u 1 9 I , Pre-Application Conference JEFFERSON COUNTY D PL OF COMMUNITY DEVELOPMENT The Jefferson County Code (JCC) requires that before an application is made for all Type II and Type III project applications and Type 1 applications proposing impervious surfaces of ten thousand (10,000) square feet or more and/or non-single family structures of five thousand (5,000) square feet or more, a pre-application consultation must be held. The consultation includes preliminary review and administrative assistance. This service does not include extensive field inspection or correspondence. Pre-application consultation does not limit subsequent administrative review. At the conference, Department of Community Development personnel shall provide the applicant with: (1) A list of the requirements for a completed application; (2) A general summary of the procedures to be used to process the application; (3) The references to relevant code provisions or development standards that may apply to the approval of the application; and (4) A list of any applicable hourly review fees that may be charged by one or more County agencies upon the filing of a project permit application with the County. Discussions at the conference or the information provided by the staff shall not bind or prohibit the County's future application or enforcement of all applicable laws and regulations. No statements or assurances made by County representatives shall in any way relieve the applicant of his or her duty to submit an application consistent with all relevant requirements of County, state and federal codes, laws, regulations and land use plans. NAME: RtC.1-FAR'' r ATk� �CE 41_ 1 I MAILING ADDRESS: �C'5 0 //4PEACaC/.cle- t t LL�. i�VF7 TELEPHONE:(NQ&i) 4 _ 4(D (p O 1 7 (WORK) REPRESENTATIVE: MAILING ADDRESS: TELEPHONE:(HOME) (WORK) DIRECTIONS 1. Please answer all questions on this form completely. 2. Attach a sketch of the Conceptual Design for the proposed use or activity, showing the following information: Vicinity sketch; North arrow and scale; 0-• j ��Property boundaries and identification of land uses on adjacent properties; 1 t Means of ingress and egress; � � `( Property/lot drainage; 1114 Possible locations of sewage disposal and water supply systems; GGF---""«<1r Location of utility easements; and Proposed location of buildings, including setbacks to property boundaries. 3. Attach payment of the applicable fee, as set forth in the Jefferson County Fee Ordinance. Property Description /+ //�� General Location: ( 4- 1 L•4J4A P ( S cove4y kip auLLcEI WA !8374 Legal Description(from Property Tax Statement): 9-Digit Parcel Number(from Property Tax Statement): 701 2 2.4 009 Total Acreage: I Zone: % Lot Coverage: Applicant: II Owner ❑ Lessee ❑ Contract Purchaser ❑ Other Project Description L Po/✓'TKNouJ ultfA-r- R.oPase vIaI' . t #u6-6r u/,rlt A 5' ,+Q6 _t�JE PL4-a J 2• 61 S/ /tcy, T N66I 7o 6O/L1� 4 ,gut.« , ro P1 OiZ C7 41.y �,�O �6� F "' Ri,er-P-6.2 kosioik/. Property Owner(name and mailing address): fiCti • t PA-T-72 CF LL t'So 2. ccrlc Thu /1-✓C G./ t4eao,e X332 Standard Disclosure Information provided to a prospective applicant during the pre-application consultation is based on County regulations in effect at the time of the pre-application consultation. Revised or new County regulations could affect a future development application. A pre- application consultation does not vest a future development application. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities, judgments, court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. This right of entry shall expire when the County (through the Administrator or the Administrator's representatives)concludes the application has complied with all applicable laws and regulations. Access and right of entry to the applicant's property shall be requested and shall occur only during regular business hours. (SIGNATURE) (DATE) I hereby designate to act as my agent in matters related to this pre-application conference. (LANDOWNER SIGNATURE) (DATE) G]PermtCenter\ #FORMS#tpF\DRD1Current ORO fwms\pre-app conference form_FINALdoc REV.11/1/2013 U ' 1 Page 2 u, RICHARD PATRICELLI ON-SITE NT—FEB 9 X015 �� TAX PARCEL NO 1t r[7.-0i,: w11wTV L. VICINITY MAP N, °- = 5000• —'— Tai ! 104 'SO' - Lame ! a Twin q % O Lakes '1).1 3. 0 ti lO Wahl <• ,— ' Lake �. Mud Loke 6. Q Q i I Pheasant N J Lake Lost v Loke 0 8• a 9. 0111° araEr South Point e .c.ce 1 LE 1 T' camp Discovery Rd j e. i FORNDYKE BAY V 0 Sient La 46„, i V t C 1 N iTy 5 '("c~' r. ,. 701223004 • GOVT LOT 3(N 75 OF 5 225') W/SUBJ/EASE 2.37 a. • 701223003 • GOV'T LOT 3 (S150' OF S225') • . 4.82 a. — _ '_ — — 224/0 �'p-3 177w316. 00..1440W-0 ?OG�... .4SE fief-1 J2LC�LL I b Y 4, as a C • 701224014 Q 0 • TAX 15 p 0.66 a �a �{-�� e9 a)rz r cd" ry ` 0'\ O. 1 003 1 5 I �ry� a ,� ,k` ,h 0. ,, �_ (P 0 o ,1..i.6 10°9�o 701224020 ry \ ,lp`^ TAX 2 . (LESS TAX 19) . . i 701224010 701224013 23.11 a. TAX 11 TAX 14 LESS TAX 20 ' 0.99 a (ENLARGED) 701224006 SUBJ TAX 6 0.65 a � - \ 0.99 a 701224016 TAX 31 TAX 19 W/EASE LESS TAX 22 \ ry� 0.16 O. 'Apia . le W O:: . .o_... . -' - p�ryry1° ,,per_KLr - 1< � ° ,1+1' T2 9, J O• A41'+w� a f X 31) 1 I' -; � ,�h a� 0 DI `; I 1.i 1 , i 0 /�/ fi' a ', ilk' . 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A\\ 1 ""..e ,,, b - Gum �1--(/ . � v,� , a . i c::) o t tA; c *If� Z�� 1 Q W 1 ,:„, r-..› 'Z) cN3 ..i■„ . _k C=am -o A i W b h Nj ,a 111111100a, ''' 1166. p f r,f.Jf� .�\ r- ��t� ( � �, .wa1 FIT s l A � V ,v, „,-1"-- \ v mo� . : P w l II w c \N______.- C>n Sally Ellis From: Donna Frostholm Sent: Wednesday, February 18, 2015 9:36 AM To: Sally Ellis Subject: FW: ITEMIZED PRE-APP BUDGET FOR: CAM15-00023- Camp Discovery Road Shoreline Stabilization Sally: Here is an itemized budget for an on-site pre-app you will be receiving(by mail, most likely)from Dick Patricelli on Camp P PPY g( Y Y) p Discovery Road. Pre-app costs: $390.00(pre-app) $156.00(on-site pre-app) $ 19.50 (scanning fee) $565.50(total) From: Donna Frostholm Sent:Tuesday, February 03, 2015 7:56 AM To: 'Dick Patricelli' Subject: RE: CAM15-00023 -Camp Discovery Road Shoreline Stabilization Hi Dick: I do not have any easy access to files that old. The paperwork would be stored offsite and some of the building sheets are destroyed after about 3 years. Donna Frostholm 1C DCD From: Dick Patricelli [mailto:patricelli @msn.coml Sent: Monday, February 02, 2015 4:23 PM To: Donna Frostholm Subject: RE: CAM15-00023 -Camp Discovery Road Shoreline Stabilization Hi Donna, Thanks for getting back to me with the pre-application information. I was wondering if you still have the information I submitted to get my building permit about a dozen years ago. All the site plan info was included in that application and it would save me quite a bit of time in putting that information together, again. Dick From: DFrostholm@co.jefferson.wa.us To:patricelli@msn.com Subject: CAM15-00023 - Camp Discovery Road Shoreline Stabilization Date: Mon, 2 Feb 2015 23:48:09 +0000 1 Dick: Based on our discussion this morning, it appears that you will need a pre-application meeting prior to submitting a shoreline application to protect the residence and this meeting should be held on your property. Attached is a pre-application form. Please return the completed form with a site plan showing the location of the berm relative to property boundaries and existing structures along with an on-site pre- application meeting fee of$565.50. You may mail in this information, but if you want to come in to DCD to submit, please call 360-379-4450 to make an appointment to meet with our permit technician. Once the form is received, a planner will contact you to schedule a meeting. At the pre-application meeting, the planner will review permitting requirements and fees with you. Regards, Donna Frostholm .associate TCanner/Wet(andSpeciaCist Jefferson County Department of Community Devetopment 621 Sheridan Street Tort Thwnsend Washington 98368 360-379-4466 dfrostho1m'aco jefferson.wa.us DCD is open from 9:00am—12:00pm and 1:00pm—4:30pm Monday through Thursday;DCD is closed on Friday. All emails sent to and from this address will automatically be archived by Jefferson County and emails may be subject to Public Disclosure under Chapter 42.56 RCW. 2 DEVE )PMENT REVIEW TIMEWEET RICHARD A PATRICELLI TSTE MLA15-00051 Date Time Comments 9- 9-45" / A revs- uei re0'ef-0 s�P�x requi/',fle,2, A- 9- /0 -15 a S' A Gom/-lz 1- ,elf re✓ieeJ 5-DP x re J- \\tidemark\data\forms\R_MLT_Case_CRMLA.rpt September 09, 2015 IOC CONSISTENCY REVIF Project Planner: Master#MLA15-00051 Review Type Project Description SDP15-00014 SHORELINE EXEMPTION PERMIT- SHOFT SHORE PROTECTION PROJECT IN INTENDED TO PLACE ANCHORED LOGS,GRAVE,AND VEGATATION LANDWARD OF THE ohwm TO PROTECT HE ERODING BEACH FACE AS WELL AS TRAP ADDITIONAL DRIFT LOGS TO MINIMIZE POTENETIAL EROSION. Primary: RICHARD A PATRICELLI TSTE Site Address: LEAH JO PATRICELLI TSTEE 1641 CAMP DISCOVERY RD 9502 PEACOCK HILL AVE QUILCENE WA, 98376 GIG HARBOR WA 98332 REP JIM JOHANNESSEN ADAM TULLIS 1711 ELLIS STREET BELLINGHAM WA 98225 Project Location: Parcel Number: 701224009 S-T-R: 22-27N-1W Total Acreage 1 Legal Description S22 T27 RI W TAX 10 Land Use: 1100 Flood District: Fire District: 2 Planning Area: Flood Map(FIRM) Panel No: chool D 48 Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map(Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property YES NO [ ] Parcel Tags or Scanned Documents YES' NO [ ] ESA's: Special Reports Nearby YES NO [ ] Designated Ag YES NO [ ] Shoreline Designation: YES NO [ ] Shoreline Slope Stability: YES No Stream Type:YES NO f FWHCA: YES NO i �W Wetlands: YES NO Rare Plants:YES NO �✓ Seismic: YES NO - �t�hG-c�Lq — Landslide: YES NO — 1 _c _ Flood: YES NO f,, �" Erosion: YES NO S O G—f _ Aquifer Recharge Area:YES NO C -X Ss �t Z#�v� (I�(J(- K�_ SIPZ: none At Risk High Risk Coastal_ &i R.e pt CMZ: none High Risk Moderate RiskDisconnected clAA a Stormwater site plan submitted: YesNo Ct [ ] Forest Lands: YES NO Adjoining Forest Lands: Commercial /0'60 [ ] Mineral Lands: YES NO O [ ] Agricultural Lands: YES NO f [ ] Archaeology: YES NO [ ] No Shooting Zone: YES NO [ ] Stormwater: New Impervious Surface Land Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ES NO MRL YES NO Forest Lands YES NC) [ 0 t � — ' -3 5 �r1 [ m - S l'lS l.iA S.4 her - Ps ` kZ)h .esidential: 25% Rural Industrial: Per UDC Sec 6.7 Locus �� a Building Coverage:60%in Rural Industrial Lands only [ _ �(1(ZC� r C: 10,000 SF All others:subject to septic&water constraints/None specified [ Right Side: n ar: LLD AZ) ka-e JAM 0( vacc_. 'D RAP_ 01-7 I( 8 \N) \CXYYTC—J‘(--- [ ] Existing Case(s)& Condition s): Violations: Yes No • [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [ ] UGA No Protest Agreement YES NO, submitted: YES NO [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES No parcel tags found for parcel Associated CASES status issued finaled description 701224009 BLD03-00675 F 10/27/2003 11/7/2003 GAS PIPING TO GENERATOR CAM15-00023 M 2/3/2015 Interested in discussing options to slow erosion. CAR99-00457 F 10/20/2000 10/20/2000 SEP00-00103 F 10/25/2000 8/22/2002 tax 10, system located on tax 7(lot to south) PRE01-00021 F 7/3/2002 Install bulkhead or retaining wall. MLA01-00372 BLD01-00392 F 8/7/2001 8/23/2002 REPLACE SINGLE FAMILY RESIDENCE MLA15-00051 SDP15-00014 P SHORELINE EXEMPTION PERMIT- SHOFT SHORE PROTECTION PROJECT IN INTENDED TO PLACE ANCHORED LOGS, GRAVE,AND VEGATATION LANDWARD OF THE ohwm TO PROTECT HE ERODING BEACH FACE AS WELL AS TRAP ADDITIONAL DRIFT LOGS TO MINIMIZE POTENETIAL EROSION. PRE15-00006 M 4/1/2015 Requesting information and site visit to discuss permiting for erosion control to protect his property! CAM 15-00023 SOM00-00103 F USR01-00036 F 4/27/2010 4/27/2010