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HomeMy WebLinkAboutSDP2015-00013 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: JANET & LEON SCHENK 4219 122ND AVE E EDGEWOOD WA 98372-2344 DATE ISSUED: August 27, 2015 DATE EXPIRES: August 27, 2020 MLA NUMBER: MLA15-00050 CASE NUMBER:SDP15-00013 PROJECT PLANNER: Anna Bausher PROJECT DESCRIPTION: Shoreline Exemption and Flood Development Permit for Maintenance and Repair to Existing Bulkhead. To replace an existing bulkhead which protects the adjoining leasehold residences located on the no-bank, near-shore land of the Beckett Point Fisherman's Club. Replacement of the bulkhead will be in the same approximate location and size as the existing bulkhead and will replace the creosote timber rounds with non-toxic timber rounds. Existing assoiciated ecology blocks to the bulkhead will be removed. These blocks currently exacerbate beach erosion by concentrating backwash. WATERBODY AND/OR ASSOCIATED WETLANDS: DISCOVERY BAY PROJECT LOCATION: Parcel Numbers: 932 200 706 and 932 200 707; Section 24, Township 30N, Range 2W; Site Address: 1196 Beckett Point Road, Port Townsend, WA 98368. 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 will be located adjacent to Discovery Bay, in an area that is mapped on the Federal Emergency Management Agency Flood Insurance Rate Map (panel 5300690135B)as Zone Al. The proposed project is subject to the requirements for a flood development permit, which is incorporated into this decision.The proposal meets the definition of development but not structure in the flood damage prevention ordinance, as codified in JCC 15.15.050. 3.) The proposed project will not result in any increase in flood levels during the occurrence of base flood discharges. 4.) The application was reviewed by the Jefferson County Department of Community Development staff on August 10, 2015 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: fish and wildlife habitat conservation area, geologically hazardous area, wetlands, FEMA flood area, and seawater intrusion protection zone. 5.) 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. 6.) 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. 7.) Jefferson County determined that this proposal is categorically exempt from review under the State \\tidemark\data\forms\F_SDP_Exemption_U.rpt 8/27/2015 Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(3). 8.) The site plan as submitted with the shoreline exemption application for a replacement of an existing bulkhead on July 27, 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 August 27, 2015 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 9.) This approval is for a shoreline exemption for a replacement of an existing bulkhead 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. 10.) The Development Review Division finds that this proposal is consistent with Shoreline Master Program Section 18.25.560(2)and is consequently exempt from the substantial development permit(SDP) 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. 11.) On August 25, 2015 Gretchen Kaehler from the Washington State Department of Archaeology and Historic Preservation commented as follows: 'Thank you for contacting the Washington State Department of Archaeology and Historic Preservation (DAHP). The above referenced project has been reviewed on behalf of the State Historic Preservation Officer. A professional archaeologist is required to be present during the removal and replacement of the existing bulkhead.We request an archaeological monitoring plan to be prepared and submitted to DAHP and the Tribes for review prior to project commencement." 12.) The parcel has been designated as Rural Residential 1 DU/20 Acres (RR1:20) under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 13.) Evidence identifies the existing bulkhead to have been constructed in the 1950's. 14.) 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 1\tidemark\data\forms\F_SDP_Exemption_U.rpt 8/27/2015 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.) A PROFESSIONAL ARCHAEOLOGIST IS REQUIRED TO BE PRESENT DURING THE REMOVAL AND REPLACEMENT OF THE EXISTING BULKHEAD. 2.) AN ARCHAEOLOGICAL MONITORING PLAN SHALL BE PREPARED BY A PROFESSIONAL ARCHAEOLOGIST AND SUBMITTED TO THE WASHINGTON STATE DEPARTMENT OF ARCHAEOLOGY AND HISTORIC PRESERVATION AND THE TRIBES FOR REVIEW PRIOR TO PROJECT COMMENCEMENT. 3.) Ground disturbance shall be minimized to only the extent required to complete project. Construction limits shall be flagged to avoid unnecessary impact to fish and wildlife habitat conservation area. 4.) Temporary erosion and sediment control measures shall be followed as submitted in the project information by the project engineer.The silt barrier/construction fence shall be installed as designed by the project engineer. 5.) The development shall be essentially the same as the original in location, size, configuration, and external appearance. 6.) No fill or other material may be placed in the waters or intertidal areas of Jefferson County. 7.) All work and materials/equipment staging shall be located landward of the bulkhead. No materials, equipment, or soil shall be placed waterward of the bulkhead. 8.) Disturbed areas of the project site shall be revegetated and restored to the conditions existing prior to the project construction. 9.) A Habitat Assessment prepared by Marine Surveys and Assessments,was submitted on July 27, 2015 in conjunction with the application to demonstrate compliance with the FEMA Biological Opinion. This Habitat Assessment expects no net loss of function and value to the project location. Mitigations measures as set forth in this Habitat Assessment shall be followed. 10.) All materials that may come in contact with water shall be composed of nontoxic materials, such as wood, concrete, approved plastic composites or steel, that will not adversely affect water quality or aquatic plants or animals. Wood treated with creosote, copper chromium arsenate or pentachlorohenol is prohibited in shoreline water bodies. 11.) All lumber and other materials treated with preservative shall be sufficiently cured to minimize leaching into the water or shore bed, in accordance with the Best Management Practices approved by the Washington Department of Fish and Wildlife. 12.) Construction shall be in substantial compliance with the site plan submitted on July 27, 2015 as it exists now or is hereafter amended by Jefferson County and/or the Washington Department of Ecology. 13.) 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. 14.) Construction Materials and Methods of Construction to Reduce Flood Hazard (i)All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage. (ii)All new construction and substantial improvements shall be constructed using methods and practices that minimize flood damage. (iii) Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding. Locating such equipment below the base flood elevation may cause annual flood insurance premiums to be increased. 15.) Flood hazard reduction measures are to be used as required by the Jefferson County Flood Damage Prevention Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15). \\tidemark\data\forms\F_SDP_Exemption_U.rpt 8/27/2015 16.) Substantial progress towards completion of the project shall be performed within two years of the issuance of the permit. 17.) 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. 18.) 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. 19.) 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. 20.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 21.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 22.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three(3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets,faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 23.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 24.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. b. Installation of source-totalizing meter(flow). $/2 7 /2-0(5"' Jefferson County CD, Shoreline and UDC Administrator c: JAY WARD BECKETT POINT FISHERMANS CLUB—PATTI SAHLINGER DAHP—GRETCHEN K \\tidemark\data\forms\F_SDP_Exemption_U.rpt 8/27/2015 D:LJOI _CLDE(M1 SchDIMLE M4r41eNC ElmOvaME40.ary,t CVR,7!9/201512:50:25 PM ' , F. FL' - T p ? W r- -'i , W -. 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Box 2094 (360) 460-7311 cell DATE:7/9/15 JOB No: SCALE:AS NOTED SHEET: 3 of 4 PORT TOWNSEND, WA 98368 htandersen®q.com DtJoto_%_OE(d)\Schenk\DWGFSChenk Brea kxater(43).dxg,0 DRS,7,W20151153:15 AM I- 1 0a /(cY a E n • N oe u,as w NI �` O � E E E oa o,o, ro i. 5.a!v p t E E E E EG'.•. �E v � / f o ,"02On ap co�� a m G `n` ! o ,/ ' j Zng aa 'AA . • a R )'• E , o Qj. t,n 8 c,''' �1 2$ ESN E. 4. E / .7 J"/ .'' L 0 �, an�^j10 a yi , / '��� �o nm 0 - , go , m$9 ;: �. ..�.:�! 2 2 . ri ....r,,c„, a n y o o , �m 12'RE " M a a `1? ��� .3"MIN MIN ' y (4P-y1 c x 2-, g o a L ��\ , nhg % a~ !- 2 ems pp r �§zii 54 g cn g , N „ , .,ice Hg_ .......... le_tre .„-., M/N 3•MIN "tcl c) (a(�p Z Rj ti a z r El `?�.11E'. Nod ‘.1. T/1 N3 a� 4219 LEON 122 JANET SCHENK Q D SCHENK BULKHEAD Edgewood, WA 98372-2344 d BECKETT POINT ROAD, PORT TOWNSEND, WA PHONE: (253) 863-4898 ENGINEERING, SP J APN: 932200708 & 932200707 FAX: 1630 WALNUT STREET (360) 379-9117 DETAILS DRAWN: JMW I DESIGNED: JMW I CHECKED: HTA P.O. Box 2094 (360) 460-7311 cell DATE: JOB No: !SCALE:AS NOTED �SHEEL 4 of 4� PORT TOWNSEND, WA 98368 htondersen®q.com 1IrE0EUVI SCHENK BULKHEAD 1 Jai 1 FOR THE PROPERTY LOCATED ON!, j�1 �L JUL 272015 —.-_._. ____._. LEASEHOLD LOTS 6 AND 7 OF THE BECKETT POINT I{ISHERMAI` ESoll,�.J Y ASSESSOR'S PLAT SOUTH BEACH ANNEXDEPT.OF COMMUNITY DEVELOPMENT BECKETT POINT ROAD JEFFERSON COUNTY, WASHINGTON TAX PARCEL NO. 932200706 and 932200707 Prepared for the Leaseholders Janet & "Leon" Schenk 4219 122nd Ave E Edgewood, WA 98372-2344 ON THE BEHALF OF THE LESSOR/OWNER The Beckett Point Fisherman's Club mx• " .;',,,,,e'.,:,,,',.. z x a � w tyre .'" ,,,; "' . � 9't''4:4:f4' ' � �th� f �h�1, se``d ,5 mi Discovery Bay Quadra Engineering, SP 1630 Walnut Street P.O. Box 2094 Port Townsend, WA 98368 (360) 379-9117; (360) 460-7311 cell htandersen@g.com July 2015 I. INTRODUCTION Quadra Engineering was hired by Janet Schenk to develop plans for, and to facilitate the permitting of, the repair of a timber bulkhead on her 2 abutting, underdeveloped, leaseholds within The Beckett Point Fisherman's Club parcel, Government Lot 2. The Club is situated in Government Lot 1, Section 23 and Government Lots 2 & 3, Section 24, Township 30 North, Range 2 West, Jefferson County, Washington. The bulkhead was originally constructed in 1952 in compliance with a club members/leaseholders mandate. An emergency repair of the applicant leaseholder's bulkhead was made under an HPA issued February 14, 2006 using ecology blocks. That repair has failed as a result of additional deterioration of the timbers and erosion caused by the concentration of high energy wave backwash along the ecology blocks during storm events. While the erosion does not appear to affect the beach waterward of the bulkhead, it is indeed affecting the landward side. This can be seen by observing the current orientation of the blocks (see Image 1). Specifically, as can be seen in the photograph below, the ecology blocks which were neatly placed on a level earth have settled irregularly. • - 1 r ...� s - A.. 4 .a]ai■ � C8" M. xu ' •'„�. _ `" ' r _^9 -7a�.o p ia", ',�„ y? w, '04 r4-v, ASA, to-^ ,It. '' ,u e t. t; d ,''4,". , v'' v4; �aS3 rAir#r. ,'r'��" Y ' a � , '. . a r ^.. ,+ r,+, / / .� C..,ti •3.-r ' 4 , i p, m. �i t e T 9 * 4^ t f/(y " �r 3 ,ii .'yam t ' i' + Q ),/,14 K x - xS aA=>,r 78 Ew 4, zR Image 1: Irregular settlement of ecology blocks Schenk Bulkhead Page 2 of 7 II. DESCRIPTION OF PARCEL AND SITE The property(see the plan Cover Sheet) is located on the west side of the Quimper Peninsula and extends into Discovery Bay. It is owned by the Beckett Point Fisherman's Club which was founded in 1939. It is composed of the three legal parcels noted in the introduction above; containing approximately 85-acres.The majority of the land is common area held for community use as recreation open/green space, investment property (Gov. Lot 3) and/or protected undevelopable land. The balance is defined as 96 leaseholds of various size for homes. The Club has both community water and sewer systems. Primary access is via Beckett Point Road that is within a county right-of-way. The shoreline is sandy/gravelly beach. The near- shoreline conditions range between a low-bank along a portion of northern side of the point, through a No-bank along the southern side of the point. The property is encumbered by multiple Environmentally Sensitive Areas as identified on the Jefferson County web map tool,jMAP. These include wetlands, seismic, landslide, hazards, critical area recharge area, seawater intrusion protection zones, shoreline slope stability areas, flood hazard and marine shorelines as shown Appendix A. Further,the parcels are located in an area known to have ancestral native use and therefore it has significant archeological value. The site is (see Image 2 and the construction plans): - Located on the south side of the point and includes two abutting, no-bank leaseholds with a total area of 0.104-acre. - Zoned RR-20. - Bound on the: o north by Beckett Point Road, o east and west by leaseholds developed as single-family residences with timber pile bulkheads, and o south by shoreline designated Shoreline Residential (SR) along Discovery Bay. - Flat with a grossly defined slope of 1%westward and 1%toward the bulkhead, and - Covered with salt tolerant grass and weeds. - Accessed directly from Beckett Point Road. Water and sewer connections are available at the Beckett Point Road frontage. ,,. t , i - -u . •. — . 1 -,' ',,;„),*",.te, ' '''* ....Alio-4,n/ p" : 4 M2'r'... he y ,.'Q *. '' a. 4` as: st':'''r'-':-',''A ti t• "+ } '`b vt ry W. ' t ry M ! ? .a,314 i^ us. ∎. 4, ' ." A 14,,,,:4::%"4" .t ,* ., ;Iii.:,` , 'AV. ; r a� Image 2: 180-degree panoramic of site and abutting leaseholds The USDA Natural Resources Conservation Service Soil WEB site notes the site soil is Coastal beaches (Co). This is a nondescript soil type with no useful additional references or characteristics. Schenk Bulkhead Page 3 of 7 III. JEFFERSON COUNTY SHORELINE MASTER PROGRAM (SMP) CONSISTENCY: The Club's three parcels, use—as a fisherman's club, bulkhead(s), and the leaseholds within, existed decades before the codification of the SMP (JCC 18.25) and Critical Areas Ordinance (CAO: JCC 18.22). Both of these codes allow for the perpetuation of nonconforming: parcels, structures, and uses that were established prior to codification. It is a corporation created in 1939 to: 1) To provide recreational area for members of the corporation. 2) To promote and stimulate interest in saltwater fishing and provide for competition. 3) To promote the highest standards of sportsmanship. 4) To assist in the observance and enforcement of our game laws. Et al. Since its creation it has changed and adapted to be compliant and to satisfy: ever changing statutes, codes, regulations, standards, grievances of member/leaseholders, fiduciary requirements, along with environmental conditions/realities. Regardless, it has persisted as an anomaly- providing water-dependent/oriented recreational use for the enjoyment to the Club/community members; and for some members— year-round residences. The subject bulkhead: The Prior to 1951 only a few leaseholds had bulkheads. These were apparently constructed based on a leaseholder's preferences and/or financial capability. This discontinuous approach proved ineffective in 1951 when king tides and winter storms did extensive damage to The Club's property. (see Image 3 &4) r EE n R' t i ti' - er F4" t {: +qtr j. d � ',1i, j ' y y d ,!,,„1,4,4„-f. anti# mot, + 5 E IMAGE 3: Mr. & Mrs. Thomas row into their garage, PT Leader Schenk Bulkhead Page 4 of 7 1 31 � by • Mr�'�w-• a C u'. IMAGE 4: Damage following storm, cropped Burdette Redding photo Because of the damage, The Club passed a resolution in 1952 requiring the construction and continued maintenance of shoreline bulkheads (see Image 4). The resolution also provided a means for The Club to have the bulkhead constructed and assess the leasehold(s)the costs. (see Image 5) BULKHEADS Prior to 1952 bulkheads were put in place by some leaseholders and others chose not to. Also, it is interesting that prior to this time lot shuffling was common. If a leaseholder decided he would rather occupy a different available lot a switch was made. Also, when a foreclosed lot occurred the adjoining leaseholders were given first choice to acquire. After that it was put out 4o market. Also, it is noted that with the closure of Fort Warden,a loss of some 2500 population and payroll resulting in property depreciating in value in this area and club records show lots being abandoned andtor foreclosed on were not uncommon. The winter of 1951 brought a series of severe storms and a large over tide created much damage to the point. In 1952 the membership voted all lots would have a suitable bulkhead in place. If not done by the leaseholder the club will contract, address,and assess costs against the lots. Bulkhead requirements were for wood 10 inch minimum top,4 feet below the beach and 3 feet above.Cement bulkheads would be 8 inch top,3 feet below the beach and 3 feet above, Billings to the leaseholders for bulkheads constructed by the club per lot were 590 for the wooden type and$160 for concrete. They were financed through three annual payments with 6%interest. At this t i me a be ach log salvage o pera tion was in the area and logs were gathered,towed to Beckett Point and left on the beach for bulkhead material. During the winter of 2001/2002 substantial beach erosion occurred at the point and near the boat ramp. Boulder sized rocks were installed in the affected areas. Today the bulkhead requirement is an integral part of life at Beckett Point. Leaseholders must maintain their bulkheads and a committee of members monitors bulkhead IMAGE 4: Bulkhead reference excer t:"The History of Beckett Point',by Neil Gallagher Schenk Bulkhead Page 5 of 7 To all intents and purposes, the resolution mandated the construction of a continuous bulkhead; regardless of it being constructed of different materials. It became, and is, the largest structure on the Club's near-shore property. Further, given the result of the 1951 winter storm and others since, it also is likely the most valuable lowland structure on Club property. That is to say, if it did not exist, the other structures -from shanties to residences, infrastructure- including roads and utilities, nor the community would have been built and/or rebuilt over its 63-year history. For a much of its length, particularly along the south beach, the word bulkhead has been inappropriately perpetuated since its construction. Along this reach there is no bank to protect from erosion and given the structure was mandated to have a minimum height of 3-feet it is more akin to a breakwater that reduces the energy of the waves that result from winter storms. In this context, along with the density of the shoreline residences, the structure is analogous of the walls of a multi-family residence. Where, a loss of a portion of the structure would expose abutting residential units, a county road, and utilities to the full force of storm waves. The result of this would likely and unreasonably reduce both: the survivability and value of the near-shore portion of the community. Further, perpetuating the bulkhead is consistent with the SMP. This is evidenced by considering the reason the Club was created and its historical primary use as a recreational area that is located on three legally established parcels. This primary use has existed for 75-years, or more than half, of the 126-years of Washington statehood; and the bulkhead has been maintained for half of statehood. IV. DESIGN CONSIDERATIONS AND DISCUSSIONS: Environmental: The repair of the bulkhead will reduce existing environmental impacts through the removal of: creosote treated piles and ecology blocks that cause erosion by concentrating stormwater and wave backwash. Although'maintenance has been and will be required in the future, the use of proposed timber pile/rounds has proven to be historically effective. The structure will be located no closer to the ordinary high waterline than the existing structure. Further, it will occupy less total area than the existing structure because of the removal of the ecology blocks. All work and material/equipment staging shall to be accomplished landward of the structure. It is specifically noted on the plans that occupancy of the beach is not permitted. Temporary erosion and sediment control will include: - Scheduling work so that tidal influences are minimized and when no storm events are expected. - Compost berm silt barriers landward of the structure. - Restricting work waterward of the structure to lifting driftwood and placing it away from the structure to reduce the potential of trench collapse; and by extension, degradation of the beach. AND restoring the beach shoreline to the greatest extent possible: by hand and with the use of hand-tools and/or with medium-duty machinery located landward of the structure. - Seeding and mulching Schenk Bulkhead Page 6 of 7 • It will not include a construction entrance or embedded because these will likely have a greater disturbance and impacts than the actual project. Surface Water(Stormwater and Backwash) Approximately 60-square feet of impervious surfacing will replaced and 125-square feet will be removed. Stormwater will infiltrate into the ground and/or disperse to the beach. The slits/spaces between each pile will allow stormwater and wave backwash to be dispersed to the beach along the entire length of the bulkhead. This provides a means to drain the property and reduces the likelihood of erosion caused by concentrated flows. While determining the extent the irregular surface of the pile may have on the reflectivity of waves, it is reasonable to assume that it will be less than what would result from a smooth concrete wall. Although maintenance has been and will be required in the future, the use of proposed timber pile/rounds has proven to be historically effective. V. LIMITATIONS This report has been prepared for the exclusive use of Janet Schenk, acting on the behalf of the Beckett Point Fisherman's Cub. The proposed work is to repair a bulkhead that is in failing condition. The recommendations in the report apply only to the leasehold(s) provided on the coversheet of this report. The investigation and recommendations contained in this report are based upon site conditions as they existed at the time of pre-design site inspections. During construction, if subsurface or other conditions are discovered that are significantly different from those described in the report, Quadra Engineering should be advised at once so that the revealed conditions can be reviewed and additional/new recommendations made, where necessary. Unanticipated soil conditions are commonly encountered on construction sites, especially when the topography has been altered years ago. Such unexpected conditions frequently require that additional expenditures be made to attain a properly constructed project. We recommend that a contingency be established in the project budget and schedule to cover unexpected conditions. Within the limitations of scope, our services have been executed in accordance with generally accepted professional engineering principles and practice. This warranty is in lieu of all others, either expressed or implied. Quadra Engineering, S.P. o 1 • '4N Harold Andersen, P.E. ,L morn"die : Owner Designer Schenk Bulkhead Page 7 of 7 APPENDICES fi E C [ 1U/ E IL I JUL 2 7 2c15 A.) CRITICAL AREA MAPS (JEFFERSON CO.) 1 JEFFERSON COUNTY B.) HABITAT ASSESSMENT i_.DEPTOF COMMUNITY DEVELOPMENT C.) ARCHEOLOGICAL SURVEY LETTER D.) STORMWATER CALCULATION WORKSHEET E.) FIGURE 1 : NEW DEVELOPMENT FLOWCHART F.) PERMIT APPLICATION G.) SUBMITTAL CHECKLIST H.) JARPA I.) SITE PLANS LJUL 272015 APPENDIX A JEFFERSON COUNTY CRITICAL AREA MAPS (JMAP) D T.OF COMMUNITY DEVELOPMENT II s „yip' ht. ,,??,,' � -. ._.-_ t (� !bV 2 # �f F a ACV � '�� L 4,Yr`{t 1 yew t o �.r€Y - q r i t r d %s i 1 4 1 JUL272015 ' JEFFERSON COUNTY DFPT.OF COMMUNITY DEVELOPMENT •' Lcgend Parcels-H SNIP_Shoreline - Environmental Designations l 1 1 As oat m w..'"; Conservancy -�- INN InfensRy l _ ( NrstrayACUaIYc t [, `:1 snorenne Resnenlan / / / / / Shoreline Designation•Arc !,/` C-oosegvanc eSuburb*n 1 / C on mrmxy?N*uyai Urban /f Suburban j ! i ! Natural ,n1 Conservancy !" Natura,'Suburbae 4 n) E0EUVIE II JUL 27 2015 JEFFERSON COUNTY WT.OF COMMUNITY DEVELOPMENT Legend Parcols44 FEMA FIRMS(Flood Mops) 1111 A ANI NT xs. arm .5j Legend Parcels-H Shore Form Type Acer000nal Erostomal Stable FECIEUVEp 'Hi fl 1 JUL 2 7 2015 k' 'i JEFFERSON COUNTY ____I EDT.OF COMMUNITY DEVELOPMENT `/ Legend „ Paresls4i - Wetlands 0 oan ( \ / (7 \--, C\ r \\ � j \LI Legend Parcelsdi / \ Critical Aquifer Recharge \ Areas i • - ` �� `'` n SUSCeUNK SUSC l f ''�� I I SARPA MI t `~'�� --,,N. O SARPA•UNN I JUL 7 2015 i I JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT 1 / / Legend Parcels-H SIPZ-Seawater Intrusion Protection Zones At RU SIP2 III IIgh Rnk StP2 DocarrVReSfgrtQp$In Coastal SIP2 • Legend Parcels-H Seismic Hazard 1I iir i LLJ272m5 ---') i JEFfER50fJ COUNTY FIF`l.OF^I Ali INITY OFVFL0°MENT f' f Legend Parcels-H � .r Landslide Hazard { z e ses •,, I nigh Moaerala SYgnt f/i / `'` / /i �r f y /1 { Legend / Parcels-k g Shoreline Slope Stability j /t ' y T m edulla _" lnm y N., 1 I Unstable ..i . Unslanlc Rocent Lsndab.la ri .`1 EJ Uat nattic OM Lartdshdc -. Nod dwd D E= oCNMC 1 APPENDIX B I JUL 2 7 2015 HABITAT ASSESSMENT I 1 JEFFERSON COUNTY DEP .OF COMMUNITY DEVELOPMENT I 1 Beckett Point Fisherman's Club Bulkhead Repair/Replacement Habitat Assessment VilECEOVE JUL_ 2 7 0015 June 2, 2015 JEFFERSON COUNTY _ DEPT OF COMMUNITY DEVELOPMENT For: Janet Schenk On Behalf of Beckett Point Fisherman's Club #932200706 #932200707 Jefferson County, WA g1 E SUk � f‘-=- i f Ft SA' ' * SSNS- MARINE SURVEYS Et ASSESSMENTS 521 Snagstead Way Port Townsend WA 98368 (360) 385-4073 marine.surveys.inc@gmail.com Table of Contents I. Project information lf` JUL 2 7 2015 lJ. � a. Project location b. Project Site Owners i JEFFERSON-EOUNTY c. Adjacent Owners ADEPT.OF COMMUNITY bt,VEW MEN7 H.Project Description 3 a. Habitat Information 1 3 b. Washington Department Fish and Wildlife Priority Habitats and Species 3 c.Endangered Species Act Listed Habitats Species 4 III.Effects Analysis of Proposed Development 4 a. Direct impacts 4 b. Indirect impacts 4 IV. Mitigation and Management Measures to Minimize or Avoid Impacts 4 V. Summary 5 References 5 Figures 1. Location 6 2. Existing conditions 7 3. Demolition plan 8 4. Improvement plan. 9 5. Priority habitats and species report 10 6. Vicinity map for priority habitats and species report 11 7. Endangered Species Act List 12 8. Documented Pacific herring spawning area 13 9. Aerial photograph of the site 14-17 MS&A Beckett Point Fisherman's Club Project•2 I. Project Information Replace a bulkhead that helps protect the leasehold residences located on the no-bank,near-shore land of the Beckett Point Fisherman's Club. Remove the ecology blocks that exacerbate beach erosion by concentrating wave backwash during storm. The replacement bulkhead will be located just landward of the existing bulkhead(Figures 2-4).The site borders Discovery Bay along the southern shoreline of Becket Point(Figure 1). The site is also located in a Frequently Flooded Area(FEMA Flood Area). Project Location Section 24, Quarter Section NW1/4,Township 30N,Range 021W Latitude 48.07766°N;Longitude 122.788455°W Project Site Owners: CIO Gooding, O'Hara&Mackey. Beckett Point Fisherman's Club. 242 Taylor St. Port Townsend, WA 98356. Phone: (360) 1049. Email: <info@pttaxcpa.com> Adjacent Owners: ' [E C Point Fisherman's Club,Parcels#932200708 and#932200704(Figure 2). The project location is seen in Figure 1. I JUL 2 7 2015 II. Project Description JEFFER 0 COUNTY The existing bulkhead is approximately 60.5 linear feet long.The creosote-treated roue (app �}ci•t; lI�PMENT ecology blocks(approximately 12)that comprise the existing bulkhead will be removed from e site an. spose. o at an approved disposal site(Figure 3).The ecology blocks exacerbated beach erosion by concentrating wave backwash during storm events. All work will be within the 100-year floodplain. Earthwork will be accomplished with no larger than a mid-sized offset excavator, dump truck(s), and hand-operated tools/equipment... It is expected that all work could be completed in 1 work-week. However,both tides and community allowable work hours will have a large effect on schedule. a.Construction Sequence: Step 1: Remove the 12 ecology blocks that are on the surface. One ecology block,that is buried,will be protected to continue to act as a foundation for a set of stairs. Step 2: Excavate behind(landward of)the existing timber bulkhead to a depth of 4 feet and/or to an extent of facilitating removal of the existing timber rounds;place new timber rounds so that 4 feet will be buried when job is completed; place geotextiles on landward face of wall;backfill with excavated material. New timber rounds will be solid 12"to 18"diameter by 8' long Douglas fir, Cedar or Redwood, stripped of their bark and free of decay and infestations. These will be placed slightly landward of the existing timber rounds(Figure 4,Section B- B). The existing wooded stairs will be removed and new stairs constructed in the same location. Step 3: Upon completion of the bulkhead replacement, finish grade with organic rich topsoil(approximately 5.9 cubic yards)and spread seed and mulch all disturbed areas. III. Listed Species and Habitats a.Habitat information Vegetation at the project site lots is composed primarily of a salt tolerant lawn,grass and weeds.There is no overhanging vegetation adjacent to the bulkhead. Immediately waterward of the bulkhead, the shoreline has a swath of beach vegetation with small woody debris on sand followed by a gravel beach. The project site is unused/underdeveloped except for the bulkhead,water and sewer services, and a direct access to the county road on the north property line. 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 5). MS&A Beckett Point Fisherman's Club Project•3 c.Endangered Species Act listed species The following species may occur in the waters adjacent to the project site. In the project vicinity, 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). 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 rockfish(Sebastes ruberrimus)and canary rockfish(Sebastes pinniger)as threatened species under the Endangered Species Act(ESA) and proposed that the Georgia Basin DPS of bocaccio rockfish(Sebastes paucispinis)be listed as endangered. According to NOAA(Federal Register/Vol. 75,No. 81, April 28, 2010, Rules and 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 is defined by a line from east of Port Angeles to Victoria in the Strait of Juan de Fuca. �7 See also Figure 7. III 1 E 0 E v E Ill. Effect Analysis of Proposed Project 1 JUL 2 7 2015 a.Direct impacts of construction J b i 1"-)/ Digging during construction will remove any vegetation in the construction area Howe4er,in this case;on salt water tolerate lawn grasses and weeds will be impacted because the construction will take plade ent4EtI bli_tlle exist 211DT lawn area. Any excess soil excavated from the footing holes will be used as back fill along the landward face of the replacement bulkhead. There is a minimal, if any, slope of the lawn down toward the shoreline,which will minimize any erosion run-off. In addition,the replacement bulkhead will range from approximately 22'to 35' landward of the OHWM on the beach. b. Indirect impacts of the project The replacement bulkhead will be located in the same footprint as the existing bulkhead. It will be constructed with non-treated rounds and therefore will improve long-term habitat at conditions at the site. IV. Mitigation and Management Measures to Minimize or Avoid Impacts To reduce the possibility of trench wall failure and subsequent degradation of the beach waterward of the bulkhead: Work will be scheduled to coincide with multiple workdays during which NOAA has predicted tides as low as 5 to 7- ft below MTL(8 to 10-ft below MHHW) Unless it is shown that the trench walls are stable,excavations shall only be open when the tide is below the MHT. If the trench walls are stable, excavations shall be allowed to be open when the tide is below the MHHW. In addition,no excavation will remain open at the end of each workday. No work shall be permitted when a storm is expected. Additional mitigation measures include: 1. Removal of creosote treated pile bulkhead and replacement with non-treated piles in the same footprint. 2. Removal of ecology blocks that were placed behind/adjoining the bulkhead as an emergency repair in 2006. These ecology blocks covered and have promoted erosion of the vegetated area landward of the pile bulkhead, as evidenced by the blocks settling into the ground;they will not be replaced. MS&A Beckett Point Fisherman's Club Project-4 V. Summary The proposed project is a bulkhead replacement in the same footprint as the existing bulkhead and ranges from 22' to m35' OHWL, sedimentation into the intertidal zone will be minimal, if it takes place at all. Because the creosote-treated timber rounds will be replaced with non-treated timber rounds, impacts to the baseline conditions are likely to be positive and there will be no net loss of function and value to 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. PE" UVE JUL 2 7 7015 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT MS&A Beckett Point Fisherman's Club Project 5 Figure 1.. Location `°t' 1MS7jYCS A1£ 4c' 1 iv lEOV E v�2 MAY ,, I q. It BECKETT POINT ' , UL 2 7 2015 4Q? 9• t€," I [ i FFERSON COUNTY C , LL DEPT OF OMMUNITY DEVELOPMENT SITES _ a A 4 4 m . 'If-t5`• l .0 NORTH Q,. LOCATION MAP L sou: 1-=10,000• Goa go oPE SECT 24 GOV LOT 2 GOV LOT31 "�3 cue GOV LLOT 2 47 SECT 1 5} ( 1OT3 SITE ;. f, •y::.'-f1. NORTFLs 1 J VICINITY MAP I SCALE: rm100o' A PORllCN OF THE BECKETT POINT FISHERMAN'S CLUB GOV LOT 1, SEC 23, GOV LOTS 2 &3, SEC 24, T3ON, R2W, W.M. JEFFERSON COUNTY, WA REFERENCE' LOCATION:LEA4}nn LOTS EN. 932200706 & PROPOSED PROJECT:&W{OO RLPAR/'FPIA B(NT APPLICANT: JANET sie KR 11£ 932200707 BECKETT PONE FlSIERMPN'S 0.15 OK) BECKETT POIN FISHERMAN'S CLUB, IN:ADJACENT TO CMCAOY BAY SOUTH EEACH PNE( NEAR/AT'PCRT TON.SEND ADJACENT PROPERTY OWNERS: LAT/LONG: 48.07766N ... 122.138495W ,1. ff(KETT PONT FI cJ JN'S CUE COUNTY:,EFFFIS(N 2. EECQL:FT PONT F19f .E1(S CUB PAGE 1 OF 4 DATE: STAIL: W 1I9;TCN MS&A Beckett Point Fisherman's Club Project•6 Figure 2.Existing conditions - - - �- _ , --BECK poi N ± -- ----a = I UN 'TOAD r Pu as / 1 o , 0-- ,, , ' gP.. :lci" (6CE ORAI 1 -� " _ h ,` / ,y Q2SWTARYSEfR O ,� f. ' 5:, tlEMt�1T z -.- _ a R3 1J 0Pt $ , , 6-1:10•0/- -40.00 , o CO ' i �I R=1152O5_ R= L-t WE`-'7R RORER 1 L=Z06 4-35'24'2 , �� -.TElE7MKNE NI- T 4=02108' b'I4I 'Q AISf1P S , V WATER ME7E4& ( I ! :� YARD HYDRANT I LOT B 9 932200708 p LOT7 f$ �, R ----- - y` 932200707 LOT 6 T\+; \ CHAIN& 1AI8ER MULE �-1 irk 932200706 ROUND FENCE jfIf4/ r f 11 LOTS 4 k 5 I WOODEN STAIRS W/ 932200704 WRFC ELnLCGY BLOCK; ( l j RUIDADON' /' 1 f 1 f) , ¢ yQ LEASEHOLD i /{,Spy. 58 x 1.8 x 1.8 ECOLOGY BLOCK ' LOT LINE ICS' GRADE OM/PRAECRNG RCN EXSILVG •• L a 4 �. GROUND(TYPICAL OF 12 BLOCKS)•`::., � 11 y BREAK -191 .N7g ,, � /` , Pr - .., 1-FT CONTOUR -I p' Q31 p Figure 3. Demolition plan / PROTECT&PRESERVE LEASEHOLD LOT LINE STAIR FOUNDATION (BURIED ECOLOGY BLOCK) ///`J' PROTECT &PRE ERVE ` SURVEY MM ( (TYP) -,111111116��O� •`���_ l= - r-_1-' i �_' PROTECT k PRESERVE •PROTECT k PRESERVE •-`n ` � �` s�L1RYFr MARK(TN'),j i �� PROTECT k PRESERVE • �'— � r BULKHEAD AND PROPERTY. e' ���� O'''''' �• (TIP OF EACH END) - i,�T.. 1 r+ -. — Ca AN* 1.1 , :. .,1 ± a7 , 1.:!7; Lis. ,/ k . I. . . .I - REMOVE AND DISPOSE OF BULKHEAD DEBRIS 60± TIMBER ROUNDS INCLUDING All BLED ENDS&12t EULOGY SCKS O / PROTECT&PRESERVE SHORELINE WATER-WARD Of BULKHEAD - COORDINATE WORK TO AVOID OPEN EXCAVATIONS WHEN TIDE IS AT OR ABOVE NNW - PLACEMENT OF DEBRIS AND/OR OPERATION OF EQUIPMENT WATER-WARD CF BULKHEAD IS NOT PERMITTED 's.‘"‘-‘1.1., • c:), - koR1 i_._ ... --_, .__. DEMOLI110N PLAN\ , C�1(P U V EE SCALE 1.-10I 7 I OUL 2 ! 2O15 i j l I , J LI JEFFERSON COUNTY I ._-9-- DEPT.OF COMMUNITY DEV�.OPMENT W F. QQ �} 19-F�A11Ui I 4 ( T t FHAi CDMAPI-PNiL i 5300069-D 35-B) _ • MNNW=1.04(ORDMARY HIGH WATER :, f - 3 MTL-4.00 :. f4OVD29=3.49 t .. _..: Mew -- MIME MOTH I NAVC8B 0.00 MAYE 0 MLLW 0.78 SECTION A-A tO DATUM EQUALITY REFERENCE ELEVATIONS IN FEET SCALE 1-10' Mr.f.. NOTES REFERENCE: ESTIMATED VOLUAE/GC/ANAIES APPLICANT: JYfT SOfNS FEN TI4 DEC •DUDE PRGtECIRWS ABOI£ P* E117SIINC CRADE INTO THE 100-YR ROOOP AIN. PROPOSED:nJJGfJ4)IPM ESTIMATED QLIAN7177£S 1N7HIN fLOODPLAIN LOCATION:FN 9.32200706 & Pk 932200707 UM SIZE UNITS CF CY ECOLOGY sans L8xL8x58 12 226 84 SHEET CC DATE: INTER ROUNDS 1x8 38 237 88 TIMBER ROUNDS 1X4 22 69 2.5 TOTAL 19.7 MS&A Beckett Point Fisherman's Club Project-8 Figure 4. Improvement plan / PROTECT&PRESERVE LEASEHOLD LOT LIE STAIR FOUNDATION i 1\(BURIED ECOLOGY BLOCK) ' _ l 9 PROTECT&PRESERVE -• 9--- „f I�+� - SURVEY MARK (DP) BOO��� '!-f-s r-- _7 CONSTRUCT STAIRS PROTECT k PRESERVE "`".L,`, " - __ SUR1kY MARK (1w) / 'PROTECT&PRESERVE ADJONING/CONTINUING _ LL �aC��`-htt. `9---:.az ` BULKHEAD AND PROPERTY, °'O_- All (TYP OF EACH DID) tr. �2•CCe `�� lisp , 4, ` CONSTRUCT 60.5iLF TIMBER ROM)BULKHEAD "'/ PROTECT N PRESERVE SHOBELK WATER-WARD OF BULKHEAD / COORDINATE WORK TO AUK OPEN EXCAVATIONS MIEN ME IS AT OR ABOVE MHW_ - STORAGE OF MATERIALS AND OR ON' 101 OF EQUIPMENT WATER-WARD OF 'n, 3.'1 .'i',1 �i:' V-`4.4''''7..%. M,)E 1-=. 1 V s t.-1).. \"n..L.\_\.1. .,, ,r,;5 plok2, -----___ . _, 1___)_j r ��- ErEERSOra ci IMPROVEMENT.'!^ IELOPMFNT 0 5 10 SCALE I'=10' SCALE IN FEET■ 15+( ._-* I i,c Q0 �7 QQp y q !_ , _10 § Ex'S P16 af,..ixM I- ", f �¢h(NG�29 bAltAfg 0� 5 i F' `� Y �O, - t0 IRM CCMNINTY-PAI♦ELL/5300069-7135-B) ' j_ .-+—.6--'4---1 lOFS(XL Wy_ -1----5=- MHHW 7.04 (ORDINARY HIGH WATER).. i . L t - 1`'= HW=6.34 5' TOP OD i g MTL=4.00 . �4GVD29=3.49 - _ _.._ _._.. _ 1 GEO�EKIIE — _.rt __MLW=1.66 , i f NA11188=0OD 1 n: MLLW--0.78 DATUM SECTION B-B 70 ELEVATIONS IN FEET SCALE: 1'=10' IPLeTil iri j�S , NOTES: 1. ROUNDS SHALL BE SOLID 12' TO 18' DA X 8' LONG DOUGLAS FIR, CEDAR, OR REDWOOD; STRIPPED OF BARK, AND FREE OF DECAY AND INFESTATION(S) 2. ESTIMATED VCLUME/QUANT111ES INCLUDE THE PRO,ECIICNS OF ROUNDS ABOVE Di FINISHED GRADE INTO THE 100-YR FL00DPLAM. REFERENCE: ESTIMATED QUANIITIES WITHIN FLOODPLAIN APPLICANT:NKr 93-1310 FOR RE BfC ITEM SIZE UNITS CF CY TIMBER ROUNDS Ix8 68 424 15.7 PROPOSED:BJLXFrJO UM TOPSOIL 23 68 159 5.9 LOCATION:FR 932200706 & 14k 9322003D7 TOTAL 23.6 SHEET CF DATE: MOTH if OVERLAPS Lf GEC/TEXTILE 4 68 11 79 MS&A Beckett Point Fisherman's Club Project•9 Figure 5.WDFW Priority habitats and species list WASHINGTON DEPARTMENT OF FISH AND WILDLIFE PRIORITY HABITATS AND SPECIES REPORT SOURCE DATASET: PHSPIusPublic Query ID: P141220230345 REPORT DATE: 12120!2014 11.05 Common Name Site Name Pnorit Area Accuracy Federal Status Sensitive Data Source Entity Scientific Name Source Daraset Occurrence TYpe State Status Resolution Geometry Type Source Recad More Information CURL) PHs Own°Status Notes Source Date Mglnt Recemmendalias ESTUNOINE INTERTIDAL WA Aquatic Habitat NA NIA N US Feb and Wildlife Service NYr1POLY Aquatic habitat WA AS MAPPFD Polygons http:fAVww ecy.wa. PHS 1stS Pacific Deming Discovery Bay-- Breeding Area NA WA N WDFW Fish Program CWpe.pataai tterrSpwn Weeding area Candidate AS MAPPED Polygons tgtp'JNdM wa PBS Listed ir-), , . ! , L 1 1p .' I JUI. 2 7 7015 i r. ; JEFFERSON COUNT/ ^rPT OF (.'16, . s.. InlITY DF1fn1O11-1.4FNT 1 DISCLAIMER. This report includes information that the Washington Department of Fish and%Welde(WOFN)manbvs m a central computer database. II is not an attempt to provide you with an offioal agency response as to the anpads of yaw puffed on fish and wlkgife. Otis information only documents tine location of fish and wddMe resources to tray best of our knowledge it s not a compete nwentory and d is Important to note that fish and wildlife resources may occur in areas not currently known to WDFW biologists or in areas for which comprehensive surveys have not been conducted. Site swabs surveys are frequently orceassary to rule out the presence of parity resaaus.Locations at fish and mldlife resources are subject to vrartion caused by disturbance.changes In season and weather.and Other faders.WDFW does not recommend using reports more ban six months Did. 12202014 11 05 1 MS&A Beckett Point Fisherman's Club Project.10 Figure 6.Vicinity map for priority habitats and species report WDFW Test Map Air w A P. MM �� December 20,2014 1:19,842 0.15 03 0.6 mi PI- S Report Clip Area 13 AS MAPPED Li TOWNSHIP ti ti . , I , • , • 1 0.275 055 1.1 km PT '-i SECTION W)cw, ON QTR-TWP V IN E� h'l JUL 2 7 .71115 JEFFERSON COUNTY DEPT OF COM","UNITY DE!!E!OpMENT MS&A Beckett Point Fisherman's Club Project.11 Figure 7. Endangered Species Act List s- �"`_ " United States Department of Interior I-y' Fish and Wildlife Service . E C E O n/7 2 lig 1 i� F—__ v LS - Project name:Schenk Bulkhead i ; ) 1 ?; 1 JUL27 % 15- 1 1 . Juj ,i 1 Endangered Species Act Species List JEFFERSON COUNTY 1 ' orpi oF rowif i gnNrw,ri,,nanrn,T There are a total of 6 threatened,endangered,or candidate species on your species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area.For example,certain fish may appear on the species list because a project could affect downstream species. Critical habitats listed under the Has Critical Habitat column may or may not lie within your project area. See the Critical habitats within your project area section further below for critical habitat that lies within your project. Please contact the designated FWS office if you have questions. Birds Status Has Critical Habitat Condition(s) Marbled murrelet (Brachyramphus Threatened Final designated I marmoratus) Population:CA,OR,WA Streaked Homed lark (Eremophila Threatened Final designated alpestris strigata) Yellow-Billed Cuckoo (Coccyzus Threatened Proposed americans) Population:Western U.S.DPS Conifers and Cycads Whitebark pine (Pinus aibicaulis) Candidate Fishes Bull Trout (Salvelinus confluentus) Threatened Final designated Population:U.S.A.,conterminous,lower 4$ states Dolly Varden (Salvelinus maima) Proposed Similarity of Appearance (Threatened) MS&A Beckett Point Fisherman's Club Project.12 Figure 8. Documented Pacific herring spawning areas $' S 4 d . h � �k; RYA`n v � 8 of !^ w V ro104.y n PROJECT SITE Bockett.Point , s,� ; TiSh€ rmenG C tub 44 l.....4r1 4,' 40,r,afrtN",5 ARFA C - *.., '' '://..//' '7 k r - VC=. IV H li� , JUL 2 7 20,15 J I I JEFFERSON COUNTY I_ DEPIT.OF COMMUN UY DEVELOPMENT MS&A Beckett Point Fisherman's Club Project 13 Figure 9. Photograph of the sii I P,C L Ii V l - r IL I 't f l 1L L ? 7 ''"i: J `L_ JEFFERSON COUNTY • , , xt; c 0Ma it 4_u a i wr ibi In r, rii -4 ar, ! . Imo. , .a.,. PROJECT SITE 7-4, T— -7 ,.: , Pt ■ °., .. M� ++ma„ AM MS&A Beckett Point Fisherman's Club Project 14 • w- Project site lawn .. r ...I� W IPYY'Y➢GpkY.. X ke.4:r'yxpq '• 4 l: p4 F V Jia .r`r:'h k t fr MS&A Beckett Point Fisherman's Club Project-15 w W 4 d `' ' ,y,- ,� tea, ! i f J1` .: r i ^. -.. .- pid d , fi . p d o �l ', f w Aft :1 " ,"'�♦ ,V ,t 1 :.4 P 4 , aw x 'iF:" .* g�4,- ,.lf• xla,F . ya 0 :^• ✓ rE rte- �_. �, -, 1 � - , .._. � i ._ • Looking west along the existing bulkhead. ' 1- 1 1 l� i ti �� � t/v L IU , < ar► b,ma: JEFFERSON COUNTY ‘ �: P OF COMMUNITY DEVELOPMENT DPMENT a 4 --1-E,. ul+, { w 4 S ti vsJ lv., -Pr_. t tr - .rp 4.1/4 ,, 14. ,.. Looking east along the existing bulkhead MS&A Beckett Point Fisherman's Club Project.16 Stairs to be rebuilt '—::-. "1, „0" 0 N.I:` i O lT/3ar - . * `.L � ''.:0.:;!+:,- n firrr''!# ,,. "V „t ; ` � Nib. ,'a�.r fir. --- V 1 1 f w. 4 1 ..,,__ �I JEFFERSON COUNTY yu �. ',OF COMMUNITY DEVELOPMENT " �'' YS „,,,,, ,. ,,.*:„.-• M" " 1 :444,1',: � # may n j x .k qq�3 R , ..... p '' 's r, ' u ei 'tg,'..104 T" WN v# n { r ``' r �W :'+11'..-i,ik V w° , 'r • ■ f „ Typical ecology blocks to be removed MS&A Beckett Point Fisherman's Club Project-17 (360) 385-4073 .' � 267 Hudson Street marine.surveys.inc@gmail.com j Port Townsend WA 98368 SSFSSNI�'� August 17.2015 Response to MLA15-00050 Schenk Bulkhead—Additional Information Request Dated August 12,2015 As requested: Effects Determination: 1. Puget Sound chinook-"May affect,not likely to adversely affect" 2. Hood Canal summer-run chum-"May affect, not likely to adversely affect" 3.Puget Sound steelhead-"May affect,not likely to adversely affect" 4. Bull trout-"May affect,not likely to adversely affect" 5. Bocaccio,yelloweye and canary rockfish - "May effect, not likely to adversely affect" R EGEWEB \ AUG 172015 C JEFFERSON COUN1N DEPT.OF COMMUNITY DEVEIOPMEM APPENDIX C ARCHEOLOGICAL SURVEY LETTER JEFFERSON COUNTY L._COPT.OF COMMUNITY DEVELOPMENT ICI A PROPOSAL TO CONDUCT ARCHAEOLOGICAL MONITORING OF GROUND DISTURBING ACTIONS ASSOCIATED WITH REPLACEMENT OF A BULKHEAD ON THE SCHENK PROPERTY AT B :.w :.. . JEFFERSON COUNTY, WASHINGTO Iii Gary C. Wessen,Ph.D.,RPA � I '1' 2 7 Wessen&Associates, Inc. U Lij May 2015 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT Ms. Janet Schenk has proposed to replace an existing bulkhead with a new .0 7 eat along the shoreline margin of Lots 6 and 7 in the Beckett Point Fisherman's Club development at Beckett Point in Jefferson County. This location is within the recorded boundary of the record- ed archaeological site 45JE305, a highly disturbed zone known to contain both prehistoric shell midden deposits and human graves. As such,Jefferson County officials have required that ground-disturbing actions within this site be monitored by a professional archaeologist operating under a Department of Archaeology and Historic Preservation(DAHP) approved Monitoring Plan. To this end,Ms. Schenk's agent: Mr. Jay Ward, requested that Wessen&Associates, Inc. prepare a proposal to provide the required archaeological monitoring. I would be happy to conduct this work. There are three basic elements to what is needed: (1)obtaining an approved Monitoring Plan, (2)conducting the monitoring, and(3) preparing a Monitoring Report after the work is done. I already have an approved Monitoring Plan on file with the DAHP and it is my expectation that I will be allowed to conduct this job under that plan. If, for any reason,this approach is not accepted, I can prepare a new plan in approximately 3 hours. The amount of time required for the monitoring is unknown at this time, and my assump- tion is that it will be largely determined engineering rather than archaeological considerations. I will work with Ms. Schenk's builder to identify the most cost-efficient use of my time. If something archaeological is exposed, I will take the initial actions identified in the Monitoring Plan. I would be happy to assist Ms. Schenk further in dealing with whatever has been found, should such an event occur, but any such actions are beyond the scope of the present proposal. The DAHP requires that a Monitoring Report be filed with them after any approved monitoring occurs. In the event that nothing of significance is found,this is a relatively brief document which describes the project, my observations of the exposed stratigraphic profiles in the project area, and certifies that no human remains or potentially significant archaeological deposits were disturbed. I can prepare a"no significant finds"Monitoring Report in approximately 4 hour. I will bill you $90 per hour my time(including my travel time to and from Beckett Point) and the standard Federal mileage rate ($0.575 per mile)for use of my vehicle. As indicated, preparing a Monitoring Plan(if necessary)and a Monitoring Report represent about 7 hours of my time; only 4 hours if I can do this under the existing plan. The round trip mileage for this job is about 30 miles. The unknown is how long the monitoring will take; how many total hours and whether more than one trip out there will be required. From what I know now, I would guess that something on the order of 3 to 6 hours of monitoring is likely to be required, but I emphasize that this is merely a guess. APPENDIX D STORMWATER CALCULATION WORKSHEET � L I J JEFFERSON COUNTY DEPT.OP COMMUNITY DEVE1OPMENT II c' , DEPARTMENT OF COMMUNITY DEVELOPM .1 w621 Sheridan Street,Port Townsend,WA 98368 j „< Tel:360.379.4450 I Fax: 360.379.4451 j i! Web:www.Co.jeff erson.wa.us/communitvdevelopment j f ejoi-s°N I?-mail:dcdCco.jefferson.wa.us I I U L 2 7 7,-fc -7 NGS LL I IEFFERSON COUNTY ,/ STORMWATER CALCULATIONQWORKSHE �_!/�°T Or CCMmluITyOEVFLOPn4EN7 MLAtt i LA S — O O"SO PROJECT/APPLICANT NAME: c -d L Po IFL / Schenk. 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 0-104 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 4515 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%acres or more of Construction site for structures 80 sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. sq/ft Circle: Yes Nol Well, utilities, etc. sq/ft Does the project convert 2 '/z acres or more of native vegetation to pasture? Driveway, parking, roads, etc. sq/ft Circle: Yes No Lawn, landscaping, etc. 125 sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 205 sq/ft Cut Fill 6+1 (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 talc worksheet—REV.10/20/2014 1 STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) 0 sq/ft Structures(all roof area) Q sq/ft Sidewalks Q sq/ft Sidewalks 0 sq/ft Patios 0 sq/ft Patios 0 sq/ft Solid Decks O sq/ft Solid Decks Q sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc O sq/ft Driveway, parking, roads, etc O sq/ft Other 80 to be restored sq/ft Other -125(to be removed)sq/ft Total New 80 Q sq/ft Total Existing 2�5 sq/ft TOTAL NEW+ TOTAL EXISTING* V O sq/ft *This amount will be 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: 4.5 % Does the site have 35%or more of existing impervious surface? Circle: Yes No l/ 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 — --- X11 By signing the Stormwater Calculation Worksheet,I as the applicant/owner attest that the information provided herein is true and correct td� eII' best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the aff ed) property. !� �S JEIFERSON COUNTY 410r2 �) ORIZED REPRESENTATIVES•NATURE) (DATE) %' tI1( iC[/!,IURPTV DEIIEI.OEME7NT 1 FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT_ Stormwater Site Plan: Yes No stormwater talc worksheet—REV.10/20/2014 2 APPENDIX E NEW DEVELOPMENT FLOWCHART -i---) 1EGEOVE I � -1 i JEFFERSON COUNTY DEPT OF COMMUNITY DEVELOPMENT Start Here i l) -. the site have tics Redetelopment .45' ., or more of Yes existing imperious s htimnrum ccwcrve' Requirements and Flow ('hart 1 No I Does the project convert (Figure 3.3) r acres or more of Does the projesi vegetation to lawn or result in 5•l1011 landscaped areas. or square feet.or No convert 2.5 acres or more greater. of new plus of nabs c vegetation to replaced hard pasture? surface area? Does the project Yes Yes result in 20)0 square fc:t.or greater.of new plus replaced All Minimum hard surface area? Requirements apply to the new and replaced harts surfaces and converted Y(,7,/- es No vegetation area, • Minimum Requirement' Does the prujett hat trl through .' apply to land disturbing the new and replaced a sets(Hies of 7,00(1 hard surfaces and the Yes square feet or greater? land disturhed. INo I Minimum Requirement *2 applies. Figure 2.4.1 -Flow Chart for Determining Requirements for New Development gni 1 I'o/unrr Trehrwai ltrrirurvrnent+ .}N .r-711 2-1u I �,,, 2 1 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT _ i APPENDIX F PERMIT APPLICATION Z1 APPENDIX H JARPA n11 \```J a>- AGENCY USE ONLY Date received: US Army Corps WASHINGTON STATE of nngi astne nee rs Joint Aquatic Resources Permit Agency reference#: Application (JARPA) Form1'2 Tax Parcel NS): USE BLACK OR BLUE INK TO ENTER ANSWERS IN THE WHITE SPACES BELOW. DCC� C� � ML � -. Z.i Part 1—Project Identification IL ' ' j 1. Project Name (A name for your project that you create. Examples:Smith's Dock or Seabrook Lane-Deyelopment) UNITY Project ( \4ENT Schenk Bulkhead Part 2—Applicant The person and/or organization responsible for the project. [help 2a. Name (Last, First,Middle) Schenk, Janet, L. 2b. Organization (If applicable) 2c. Mailing Address (Street or PO Box) 4219 122nd Ave E 2d. City, State, Zip Edgewood, WA 98372-2344 2e. Phone(1) 2f. Phone(2) 2g. Fax 2h. E-mail ( 253 ) 863-4898 ( ) ( ) 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.a rmv.mi I/Missions/C ivillNorks/Regul atory/PermitG uidebo ok/En danq eredSpeci es.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.epermittina.wa.cov/site/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 help@ora.wa.gov. JARPA Revision 2012.2 Page 1 of 14 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.) fhelpl 3a. Name (Last, First, Middle) Ward, Jay, M. 3b. Organization (If applicable) 3c. Mailing Address (Street or PO Box) 301 Eunice St 3d. City' Zip Sequim, WA 98382 3e. Phone(1) 3f. Phone(2) 3g. Fax 3h. E-mail ( 360 ) 461-1210 ( ) ( ) jmw @wavecable.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. [help) n Same as applicant. (Skip to Part 5.) ❑ Repair or maintenance activities on existing rights-of-way or easements. (Skip to Part 5.) n 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. I 4a. Name (Last, First, Middle) Sahlinger, Patti G. (Secretary) 4b. Organization (If applicable) Beckett Point Fisherman's Club (Owner/ LESSOR) 4c. Mailing Address (Street or Po Box) P.O. Box 1657 4d. City, State, Zip Port Townsend, WA 98368 4e. Phone(1) 4f. Phone(2) 4g. Fax 4h. E-mail ( 360 ) 385-0428 ( 360 ) 301-5771 ( ) patg @cablespeed.com JARPA Revision 2012.2 Page 2 of 14 Part 5—Project Location(s) Identifying information about the property or properties where the project will occur. [1,10] ❑ There are multiple project locations (e.g. linear projects). Complete the section below and use JARPAa 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] On cul-de-sac at the end of Beckett Point Rd 5c. City, State, Zip(If the project is not in a city or town, provide the name of the nearest city or town.) [help] Port Townsend,WA 98368-9620 5d. County [help] Jefferson 5e. Provide the section, township, and range for the project location. (help] 1/4 Section Section Township Range SW 24 30N 2W 5f. Provide the latitude and longitude of the project location. [help] • Example:47.03922 N lat./-122.89142 W long. (Use decimal degrees-NAD 83) 48.07766 N lat/ 122.88495 W Ion 5g. List the tax parcel number(s) for the project location. [help] • The local county assessor's office can provide this information. 932200706 &932200707 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) Neil Gallagher (Leaseholder) 1200 Beckett Point Road 932200704 Port Townsend WA 98368-9620 Dennis Ankeny (Leaseholder) 1190 Beckett Point Road 932200708 Port Townsend WA 98368-9620 Beckett Point Fisherman's Club P.O. Box 1657 932200801 (Owner/ LESSOR) Port Townsend WA 98368 I _ JARPA Revision 2012.2 Page 3 of 14 51. List all wetlands on or adjacent to the project location. [help] n/a 5j. List all waterbodies (other than wetlands) on or adjacent to the project location. [help] Discovery Bay 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. [help] The near-shore leasehold property, landward of the deteriorating bulkhead, is covered with salt tolerate lawn grass and weeds. Waterward of the bulkhead is beach; with a swath of shoreline vegetation and small woody debris then, sandy beach, followed by surf-graded stony beach. 5m. Describe how the property is currently used. [help] The 2 leaseholds are under-developed portions of the Beckett Point Fisherman Club parcel; they have: - the bulkhead/breakwater that will be replaced as part of this JARA, - direct connections to wired-utilities and water/sewer services along its frontage, and - immediate frontage access to a paved county road. 5n. Describe how the adjacent properties are currently used. [help] The leasehold parcels on each side are developed with single-family homes 5o. Describe the structures (above and below ground) on the property, including their purpose(s) and current condition. [help] There is a deteriorating bulkhead/breakwater constructed of 12+/-inch timber rounds (piles) extending approximately 3-ft above the ground. This was bolstered with ecology blocks that where place during Feb & Mar of 2006 as an emergency repair. 5p. Provide driving directions from the closest highway to the project location, and attach a map. [help] From Hwy-101 & SR-20W: north toward Port Townsend for 6.2-mi; Left onto S. Discovery Rd 1.2-mi; Left onto Cape George Rd 2.7-mi; Left onto Beckett Point Rd 0.7-mi to the cul-de-sac; the project location is on the south side of the cul-de-sac JARPA Revision 20122 Page 4 of 14 Part 6-Project Description 6a. Briefly summarize the overall project. You can provide more detail in 6b. [help] Remove ecology blocks, remove& replace deteriorating timber rounds bulkhead, and restore vegetation. 6b. Describe the purpose of the project and why you want or need to perform it. [help] Replace a bulkhead that helps protect the leasehold residences located on the no-bank, near-shore land of the Beckett Point Fisherman's Club. Remove ecology blocks that exacerbate beach erosion by concentrating wave backwash during storm events. 6c. Indicate the project category. (Check all that apply) [help] ❑ Commercial 7 Residential ❑ Institutional LJ Transportation Recreational ® Maintenance ® Environmental Enhancement 6d. Indicate the major elements of your project. (Check all that apply) [help] ❑ Aquaculture 7 Culvert ❑ Float n Retaining Wall n Bank Stabilization ❑ Dam /Weir 7 Floating Home (upland) I Boat House ❑ Dike/ Levee/ Jetty ❑ Geotechnical Survey ❑ Road ❑ Boat Launch ❑ Ditch Land Clearing U Scientific Measurement Device Boat Lift n Dock/ Pier ❑ Manna/ Moorage ❑ Stairs 7 Bridge ❑ Dredging ❑ Mining ® Bulkhead ❑ Stormwater facility rl Fence ❑ Outfall Structure I Swimming Pool U Buoy ❑ Ferry Terminal ❑ Piling/Dolphin 7 Utility Line ❑ Channel Modification ❑ Fishway ❑ Raft ❑ Other: Removal of ecology blocks that are causing erosion by concentrating wave backwash and creosote treated timbers. JARPA Revision 2012.2 Page 5 of 14 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. All work will be within the 100-yr floodplain. Earthwork will be accomplished with no larger than a mid-sized offset excavator, dump truck(s), and hand-operated tools/equipment. It is expected that all work could be completed in 1-work week. However, both tides and community allowable work hours will have a large affect on schedule. Step 1: Remove the 12 ecology blocks that are on the surface. Preserve one buried ecology block that will be used as a foundation for a set of stairs. Step 2: Excavate behind (landward of)the existing timber bulkhead to a depth of 4-ft and/or to an extent required to facilitate removal of the existing timber rounds; place new timber rounds so that 3-ft will be buried when job is completed; place geotextile on landward face of wall; backfill with excavated material. Step 3: Upon completion of bulkhead replacement—finish grade with organic rich topsoil—seed and mulch all disturbed areas. 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 JARPA Attachment D to list the start and end dates of each phase or stage. Start date: July 2015 End date: September 2015 See JARPA Attachment D 6g. Fair market value of the project, including materials, labor, machine rentals, etc. [help] $22,000 6h. Will any portion of the project receive federal funding? [help] • If yes, list each agency providing funds. ❑ Yes ® No I Don't know Part 7—Wetlands: Impacts and Mitigation Check here if there are wetlands or wetland buffers on or adjacent to the project area. (If there are none, skip to Part 8.) [help] 7a. Describe how the project has been designed to avoid and minimize adverse impacts to wetlands. [help] ❑ Not applicable 7b. Will the project impact wetlands? [help] ❑ Yes ❑ No ❑ Don't know 7c. Will the project impact wetland buffers? [help] JARPA Revision 2012.2 Page 6 of 14 ❑ Yes El No I I Don't know 7d. Has a wetland delineation report been prepared? [helol • If Yes,submit the report,including data sheets,with the JARPA package. ❑ Yes I No 7e. Have the wetlands been rated using the Western Washington or Eastern Washington Wetland Rating System? [helaj • 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] • tf 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, Namet type and area (sq. of impact' mitigation mitigation area flood, etc.) rating ft. or type4 (sq. ft. or category2 Acres) acres) 11f 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. 2Ecology wetland category based on current Western Washington or Eastern Washington Wetland Rating System.Provide the wetland rating forms with the JARPA package. 3lndicate the days,months or years the wetland will be measurably impacted by the activity.Enter"permanent"if applicable. 4 Creation(C),Re-establishment/Rehabilitation(R),Enhancement(E), Preservation(P),Mitigation Bank/In-lieu fee(B) Page number(s)for similar information in the mitigation plan, if available: 7i. For all filling activities identified in 7h, describe the source and nature of the fill material, the amount in cubic yards that will be used, and how and where it will be placed into the wetland. [helpl JARPA Revision 2012.2 Page 7 of 14 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 To reduce the possibility of trench wall failure and subsequent degradation of the beach waterward of the bulkhead: - Work will be scheduled to coincide with multiple workdays during which NOAA has predicted tides as low as 5 to 7-ft below MTL (8 to 10-ft below MHHW) - Unless it is shown that the trench walls are stable, excavations shall only be open when the tide is below the MHT. If the trench walls are stable, excavations shall be allowed to be open when the tide is below the MHHW. - No work shall be permitted when a storm is expected. - Work shall be scheduled so no excavation is left open at the end of the workday. 8b. Will your project impact a waterbody or the area around a waterbody? [help] ® Yes ❑ No JARPA Revision 2012.2 Page 8 of 14 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 how a watershed approach was used to design the plan. • If you already completed 7g you do not need to restate your answer here. [help] This is a mitigation plan that includes: - Removal of creosote treated pile bulkhead and replacement with non-treated piles - Removal of ecology blocks that were placed behind/adjoining the bulkhead as an emergency repair in 2006. These ecology blocks have promoted erosion of the vegetated area landward of the pile bulkhead, as evidenced by the blocks settling into the ground;they will not be replaced. 8e. Summarize impact(s)to each waterbody in the table below. [help] Activity (clear, Waterbody Impact Duration Amount of material Area (sq. ft. dredge, fill, pile name' location2 of impact3 (cubic yards) to be or linear ft.) drive, etc.) placed in or of waterbody removed from directly waterbody affected All work Discovery Bay 100-yr floodplain Remove ecology 20+1-ft from MHHW 1-day 8.4-cy 226-sf blocks Remove timber 19+!ft from MHHW 1-week 11.3+/-cy(above&below 63+/-LF rounds ground surface) Construct timber 19+1-ft from MHHW permanent 18.2+/cy(9.2 above 63+/-LF round/pile bulkhead ground surface) topsoil 20+ft from MHHW permanent 5.9-cy 150+/-sf 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. z Indicate whether the impact will occur in or adjacent to the waterhody. 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] All materials shall be obtained from commercial/retail sources. Timber rounds/piles will be fir, cedar, or redwood stripped of bark, and free of decay and infestations. Topsoil will be a sandy loam with the top 6-in amended with course compost to promote vegetation. JARPA Revision 2012.2 Page 9 of 14 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] Soil excavated during trenching will be used to backfill the excavation. Ecology blocks will become the property of the contactor for use elsewhere. The contractor shall be responsible for disposing of removed materials in a lawful manner. 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. [help] Agency Name Contact Name Phone Most Recent Date of Contact WDFW Margaret Bigelow (360) 427-2179 2/18/15 (Site Visit) USACE Jerry J. Gregory (206) 764-6665 1/12/15 (email) WA-DOE Rick Mraz (360) 407-6221 6/11/15 (phone) WA-DNR Bridget Kaminski- (360) 732-0934 6/17/15 (phone) Richardson 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: wr_ecv.wa.qu' rcurairu/wg;3030 U Yes ® 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. 17110020 JARPA Revision 2012.2 Page 10 of 14 9d. What Water Resource Inventory Area Number(WRIA#) is the project in? [help] • Go to http://www.ecv.wa.gov/serviceslgis/maps/wria/wria.htm to find the WRIA#. WRIA#17 Quilcene/Snow 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.00v/proorams/wo/swqs/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 I I Conservancy ® Other Suburban 9g. What is the Washington Department of Natural Resources Water Type? [help] • Go to http://www.dnr.wa.gov/BusinessPermits/Topics/ForestPracticesApplications/Pages/fp watertyping.aspx for the Forest Practices Water Typing System. ® Shoreline [' Fish I I Non-Fish Perennial fl 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. I- Yes El No 9j. If you know what the property was used for in the past, describe below. [help] Beckett Point Fisherman's Club has owned Beckett Point since June 27, 1939 when the dub was founded. 9k. Has a cultural resource (archaeological) survey been performed on the project area? [held] • If Yes, attach it to your JARPA package. I Yes No JARPA Revision 2012.2 Page 11 of 14 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. (hem Listing per U.S. Dept of Interior Fish and Wildlife Service, Washington Fish and Wildlife Office, Lacey, WA. web server http://www.fws.gov/wafwo/ Birds: Marbled murrelet (Brachyramphus marmoratus) Streaked Horned lark(Eremophila alpestris strigata) Yellow-Billed Cuckoo (Coccyzus americanus) Fish: Bull Trout (Salvelinus confluentus) Dolly Varden (Salvelinus malma) Conifers and Cycads: Whitebark pine (Pinus albicaulis) 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] Listing per Washington Department of Fish &Wildlife, Priority Habitats and Species (PHS)web server http://apps.wdfw.wa.gov/phsontheweb/ Pacific Herring (Clupea pallasi) / Breeding Area/WDFW Fish Program ESTUARINE INTERTIDAL/Aquatic Habitat / US Fish and Wildlife Service NOTE: Both citations required extending area of interest well into Discovery Bay— beyond the MHHW elevation 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 helps 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.ecv.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? WAC 197-11-800(3) Li Other: ❑ SEPA is pre-empted by federal law. JARPA Revision 2012.2 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 ❑ Conditional Use ❑ Variance ® Shoreline Exemption Type (explain): maintenance and replacement per JCC 18.22.070(6) Other City/County permits: Floodplain Development Permit I I 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. ❑ 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.) Ii 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: Li Section 401 Water Quality Certification FEDERAL GOVERNMENT United States Department of the Army permits (U.S. Army Corps of Engineers): 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 13 of 14 Part 11—Authorizing Signatures 1 ` L , L� Signatures are required before submitting the JARPA package. The JARPA padkag-e-includes the JAK rm, project plans, photos, etc. [help] 11a. Applicant Signature (required) [help] `�i _ �� JEFFERSON COUNTY I certify that to the best of my knowledge and belief, the information provide inttsrappticationfFtnEie^icom lete, 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 aut oraze t gent named in Part 3 of this application to act on my behalf in matters related to this applicatio . (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 ent 'n2 h4operty where th= •roject I Ioc ted to/inspect the project site or any work related to the project. I ai (initial) Janet& "Leon"Schenk 1,4, Zt ` e,Qk / -3 —I3 Applicant Printed Name fplicant Signature Date LEASEHOLDERS 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 -- e. •- = : =: "e - - - - •_ - . -: = - - - •- - - •• - ---- - -"e. act as the point of contact, to facilitate the acquisition of permits and distribute-documents as noted in 11b(1). 11b(1). Owner Requirement: The Applicant(11a) and/or the Agent(11b) agree to provide the Owner(11c) copies of.. the application and revisions; and all other documents that are required as a condition of the permit(s) at no cost to owner and in a timely manner. Jay M. Ward - / — Authorized Agent Printed Name ! f!''!: na ure Date 11c. Property Owner Signature (if not app cant) [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. Patti G. Sahlinger (Secretary) a%aL" 3/ r1, v 7/-7�//5 Property Owner Printed Name (Officer Title) Property wner Sign re D e Beckett Point Fisherman's Club Officer 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 dah Allyson Brooks Ph.D.,Director 401 Ile State Historic Preservation Officer August 25,2015 Ms. Anna Bausher Assistant Planner Jefferson County 621 Sheridan Street Port Townsend,WA 98368 In future correspondence please refer to: Log: 082515-07-JE Property: MLA15-00050 SDP15-00013 Schenk Bulkhead Replacement Re: Archaeology-Professional Archaeological Monitor Required Dear Ms. Bausher: Thank you for contacting the Washington State Department of Archaeology and Historic Preservation (DAHP). The above referenced project has been reviewed on behalf of the State Historic Preservation Officer. This project is within archaeological site 45JE 305. A professional archaeologist is required to be present during the removal and replacement of the existing bulkhead. We request and archaeological monitoring plan to be prepared and submitted to DAHP and the Tribes for review prior to project commencement. Thank you for the opportunity to review. Please feel free to contact me if you have any questions. Sincerely, Gretchen Kaehler Assistant State Archaeologist,Local Governments,DAHP (360)586-3088 gretchen.kaehler@u,dahn.wa.gov cc. Leanne Jenkins,Cultural Resources, Skokomish Tribe Josh Wisniewski,THPO,Port Gamble S'Klallam Dennis Lewarch, THPO, Suquamish Tribe Bill White,Archaeologist,Lower Elwha Klallam ,TATg State of Washington • Department of Archaeology&Historic Preservation s� `y P.O.Box 48343 • Olympia,Washington 98504-8343 • (360) 586-3065 www.dahp.wa.gov "s, ,c 6� /889 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: JANET&LEON SCHENK 4219 122ND AVE E EDGEWOOD WA 98372-2344 DATE ISSUED: August 27, 2015 DATE EXPIRES: August 27, 2020 MLA NUMBER: MLA15-00050 CASE NUMBER:SDP15-00013 PROJECT PLANNER: Anna Bausher PROJECT DESCRIPTION: Shoreline Exemption and Flood Development Permit for Maintenance and Repair to Existing Bulkhead. To replace an existing bulkhead which protects the adjoining leasehold residences located on the no-bank, near-shore land of the Beckett Point Fisherman's Club. Replacement of the bulkhead will be in the same approximate location and size as the existing bulkhead and will replace the creosote timber rounds with non-toxic timber rounds. Existing assoiciated ecology blocks to the bulkhead will be removed.These blocks currently exacerbate beach erosion by concentrating backwash. WATERBODY AND/OR ASSOCIATED WETLANDS: DISCOVERY BAY PROJECT LOCATION: Parcel Numbers: 932 200 706 and 932 200 707; Section 24,Township 30N, Range 2W; Site Address: 1196 Beckett Point Road, Port Townsend, WA 98368. 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 will be located adjacent to Discovery Bay, in an area that is mapped on the Federal Emergency Management Agency Flood Insurance Rate Map(panel 5300690135B)as Zone Al.The proposed project is subject to the requirements for a flood development permit, which is incorporated into this decision.The proposal meets the definition of development but not structure in the flood damage prevention ordinance, as codified in JCC 15.15.050. 3.) The proposed project will not result in any increase in flood levels during the occurrence of base flood discharges. 4.) The application was reviewed by the Jefferson County Department of Community Development staff on August 10, 2015 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:fish and wildlife habitat conservation area, geologically hazardous area,wetlands, FEMA flood area, and seawater intrusion protection zone. 5.) 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. 6.) 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. 7.) Jefferson County determined that this proposal is categorically exempt from review under the State \ltidemark\data\forms\F_SDP_Exemption_U.rpt 8/27/2015 • Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(3). 8.) The site plan as submitted with the shoreline exemption application for a replacement of an existing bulkhead on July 27, 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 August 27, 2015 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 9.) This approval is for a shoreline exemption for a replacement of an existing bulkhead 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. 10.) The Development Review Division finds that this proposal is consistent with Shoreline Master Program Section 18.25.560(2)and is consequently exempt from the substantial development permit(SDP)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. 11.) On August 25, 2015 Gretchen Kaehler from the Washington State Department of Archaeology and Historic Preservation commented as follows: "Thank you for contacting the Washington State Department of Archaeology and Historic Preservation (DAHP). The above referenced project has been reviewed on behalf of the State Historic Preservation Officer. A professional archaeologist is required to be present during the removal and replacement of the existing bulkhead.We request an archaeological monitoring plan to be prepared and submitted to DAHP and the Tribes for review prior to project commencement." 12.) The parcel has been designated as Rural Residential 1 DU/20 Acres (RR1:20) under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 13.) Evidence identifies the existing bulkhead to have been constructed in the 1950's. 14.) 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 11 tidemark\data\forms\F_SDP_Exemption_U.rpt 8/27/2015 • 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.) A PROFESSIONAL ARCHAEOLOGIST IS REQUIRED TO BE PRESENT DURING THE REMOVAL AND REPLACEMENT OF THE EXISTING BULKHEAD. 2.) AN ARCHAEOLOGICAL MONITORING PLAN SHALL BE PREPARED BY A PROFESSIONAL ARCHAEOLOGIST AND SUBMITTED TO THE WASHINGTON STATE DEPARTMENT OF ARCHAEOLOGY AND HISTORIC PRESERVATION AND THE TRIBES FOR REVIEW PRIOR TO PROJECT COMMENCEMENT. 3.) Ground disturbance shall be minimized to only the extent required to complete project. Construction limits shall be flagged to avoid unnecessary impact to fish and wildlife habitat conservation area. 4.) Temporary erosion and sediment control measures shall be followed as submitted in the project information by the project engineer. The silt barrier/construction fence shall be installed as designed by the project engineer. 5.) The development shall be essentially the same as the original in location, size,configuration, and external appearance. 6.) No fill or other material may be placed in the waters or intertidal areas of Jefferson County. 7.) All work and materials/equipment staging shall be located landward of the bulkhead. No materials, equipment, or soil shall be placed waterward of the bulkhead. 8.) Disturbed areas of the project site shall be revegetated and restored to the conditions existing prior to the project construction. 9.) A Habitat Assessment prepared by Marine Surveys and Assessments,was submitted on July 27, 2015 in conjunction with the application to demonstrate compliance with the FEMA Biological Opinion.This Habitat Assessment expects no net loss of function and value to the project location. Mitigations measures as set forth in this Habitat Assessment shall be followed. 10.) All materials that may come in contact with water shall be composed of nontoxic materials, such as wood, concrete, approved plastic composites or steel, that will not adversely affect water quality or aquatic plants or animals.Wood treated with creosote, copper chromium arsenate or pentachlorohenol is prohibited in shoreline water bodies. 11.) All lumber and other materials treated with preservative shall be sufficiently cured to minimize leaching into the water or shore bed, in accordance with the Best Management Practices approved by the Washington Department of Fish and Wildlife. 12.) Construction shall be in substantial compliance with the site plan submitted on July 27, 2015 as it exists now or is hereafter amended by Jefferson County and/or the Washington Department of Ecology. 13.) 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. 14.) Construction Materials and Methods of Construction to Reduce Flood Hazard (i)All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage. (ii)All new construction and substantial improvements shall be constructed using methods and practices that minimize flood damage. (iii) Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding. Locating such equipment below the base flood elevation may cause annual flood insurance premiums to be increased. 15.) Flood hazard reduction measures are to be used as required by the Jefferson County Flood Damage Prevention Ordinance 07-0515-06(Jefferson County Code Chapter 15.15). \\tidemark\data\forms\F_SDP_Exemption_U.rpt 8/27/2015 • 16.) Substantial progress towards completion of the project shall be performed within two years of the issuance of the permit. 17.) 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. 18.) 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. 19.) 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. 20.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 21.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 22.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards,there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three(3)gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets,faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 23.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 24.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. b. 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'a SFR N-S 4� Peed t«: LEON &JANET SCHENK Ft W--�1 S C H E N K BULKHEAD Edge ood, Ave E D D a BECKETT POINT ROAD PORT TOWNSEND WA Edgewooq WA 96372-2344 ROAD, TOWNSEND, ENGINEERING, SP I APN: 932200706 8 932200707 FAX: E: (253) 863 4898 1630 WALNUT STREET (360) 379-9117 DETAILS P.O. Box 2094 (360) 460-7311 cell DRAWN: JMW DESIGNED: JMW CHECKED: HTA PORT TOWNSEND, WA 98368 htandersei .com DATE:7/9/15 JOB No: iSCALE:AS NOTED (SHEET: 4 of 4 1' SCHENK BULKHEAD ,_; 1 ■,-�' - ij 0Ul. L 7 __JD FOR THE PROPERTY LOCATED ON H h i i LEASEHOLD LOTS 6 AND 7 OF THE BECKETT POINT ftISHERMANMIZI k1 #1' ASSESSOR'S PLAT SOUTH BEACH ANNJEXDEPT OF COv1MUNfl DEVELOPMENT BECKETT POINT ROAD JEFFERSON COUNTY, WASHINGTON TAX PARCEL NO. 932200706 and 932200707 Prepared for the Leaseholders Janet&"Leon" Schenk 4219 122nd Ave E Edgewood, WA 98372-2344 ON THE BEHALF OF THE LESSOR/OWNER The Beckett Point Fisherman's Club "..1,'-'','z'::eckettttPoin;.' 'R '= c. t �'a x a 4, *„i"+ Discovery Bay Quadra Engineering, SP 1630 Walnut Street P.O. Box 2094 Port Townsend, WA 98368 (360) 379-9117; (360) 460-7311 cell htandersen a7q.com July 2015 I. INTRODUCTION Quadra Engineering was hired by Janet Schenk to develop plans for, and to facilitate the permitting of, the repair of a timber bulkhead on her 2 abutting, underdeveloped, leaseholds within Fishe The Beckett Point rman's Club parcel, Government Lot 2. The Club is situated in Government Lot 1 ,Section 23 and Government Lots 2 3, Section 24, Township 30 North, Range 2 West, Jefferson County, Washington. The bulkhead was originally constructed in 1952 in compliance with a club members/leaseholders mandate. An emergency repair of the applicant leaseholder s bulkhead was made under anh HPA issued February 14, 2006 using ecology blocks. That repair has failed as a result of additional deterioration of the timbers and erosion caused by the concentration of high energy wave backwash along the ecology blocks during storm events. While the erosion does not appear to affect the beach waterward of the bulkhead, it is indeed affecting the landward side. This can be seen by observing the current orientation of the blocks (see Image 1). Specifically, as can be seen in the photograph below, the ecology blocks which were neatly placed on a level earth have settled irregularly. I 3 1( d .f v Ir.: Iti' ; 'y ,, 1 A .t y - .2„..,YF" e ;. a ., �w � ..C y Aw ''91 �, t- dx 'z. ,11"Y 1ya'x ,'. 9 s-' `' :.' � _ -r---'- x 'y '.' 3 kr �`'h v r of { m�"*""%.,.. .yF�iNP'9 �'yRA' ;`,4"" , `.moo' ° � 3r � ~ '' �"'M :. §". + a ,;a y -.' J .:i 4 rte. . i c•-•r:„;:„.. A. "*.x,74/2...i g��:n 1'.•.R f4 X''F�+s,1u +k i�r ;.,/ . .+.. i w. Y s4 +. 4-", i"'' -a`i' #i." £ t.1 4, 1c v c's s �., x , . .+ ,,r.l i ,-, ..elf ; t _ � .� )j6 '' i q d9�y ri'L A Thy } +" � '$." t �,t y�Y:.afV.ikiG �C. �$. Image 1: Irregular settlement of ecology blocks Schenk Bulkhead Page 2 of 7 II. DESCRIPTION OF PARCEL AND SITE The property(see the plan Cover Sheet) is located on the west side of the Quimper Peninsula and extends into Discovery Bay. It is owned by the Beckett Point Fisherman's Club which was founded in 1939. It is composed of the three legal parcels noted in the introduction above; containing approximately 85-acres.The majority of the land is common area held for community use as recreation open/green space, investment property (Gov. Lot 3) and/or protected undevelopable land. The balance is defined as 96 leaseholds of various size for homes. The Club has both community water and sewer systems. Primary access is via Beckett Point Road that is within a county right-of-way. The shoreline is sandy/gravelly beach. The near- shoreline conditions range between a low-bank along a portion of northern side of the point, through a No-bank along the southern side of the point. The property is encumbered by multiple Environmentally Sensitive Areas as identified on the Jefferson County web map tool,jMAP. These include wetlands, seismic, landslide, hazards, critical area recharge area, seawater intrusion protection zones, shoreline slope stability areas, flood hazard and marine shorelines as shown Appendix A. Further, the parcels are located in an area known to have ancestral native use and therefore it has significant archeological value. The site is (see Image 2 and the construction plans): - Located on the south side of the point and includes two abutting, no-bank leaseholds with a total area of 0.104-acre. - Zoned RR-20. - Bound on the: o north by Beckett Point Road, o east and west by leaseholds developed as single-family residences with timber pile bulkheads, and o south by shoreline designated Shoreline Residential (SR) along Discovery Bay. - Fiat with a grossly defined slope of 1% westward and 1%toward the bulkhead, and - Covered with salt tolerant grass and weeds. - Accessed directly from Beckett Point Road. Water and sewer connections are available at the Beckett Point Road frontage. v a i , y� v " ; 1'z ;:5-"..,. . w" 7,","" a It Y �i {.y.. M "r ! " G• r 2S"4• �'� 1 .ns? Sell le-,',t 4;`,,, k- .a" .°. Ir.: -_ ':+t 4. ,aY�- ', -.'1-F° lai , V:t Image 2: 180-degree panoramic of site and abutting leaseholds The USDA Natural Resources Conservation Service Soil WEB site notes the site soil is Coastal beaches (Co). This is a nondescript soil type with no useful additional references or characteristics. Schenk Bulkhead Page 3 of 7 III. JEFFERSON COUNTY SHORELINE MASTER PROGRAM (SMP) CONSISTENCY: The Club's three parcels, use—as a fisherman's club, bulkhead(s), and the leaseholds within, existed decades before the codification of the SMP (JCC 18.25) and Critical Areas Ordinance (CAO: JCC 18.22). Both of these codes allow for the perpetuation of nonconforming: parcels, structures, and uses that were established prior to codification. It is a corporation created in 1939 to: 1) To provide recreational area for members of the corporation. 2) To promote and stimulate interest in saltwater fishing and provide for competition. 3) To promote the highest standards of sportsmanship. 4) To assist in the observance and enforcement of our game laws. Et al. Since its creation it has changed and adapted to be compliant and to satisfy: ever changing statutes, codes, regulations, standards, grievances of member/leaseholders, fiduciary requirements, along with environmental conditions/realities. Regardless, it has persisted as an anomaly- providing water-dependent/oriented recreational use for the enjoyment to the Club/community members; and for some members—year-round residences. The subject bulkhead: The Prior to 1951 only a few leaseholds had bulkheads. These were apparently constructed based on a leaseholder's preferences and/or financial capability. This discontinuous approach proved ineffective in 1951 when king tides and winter storms did extensive damage to The Club's property. (see Image 3 &4) 4;11 I I IMAGE 3: Mr. & Mrs. Thomas row into their garage, PT Leader Schenk Bulkhead Page 4 of 7 f k ayry _ a t!1'r 44 3r " at'M._ .� T • �a .a .t` s.-.!Sil ! ' IMAGE 4: Damage following storm, cropped Burdette Redding photo Because of the damage, The Club passed a resolution in 1952 requiring the construction and continued maintenance of shoreline bulkheads (see Image 4). The resolution also provided a means for The Club to have the bulkhead constructed and assess the leasehold(s) the costs. (see Image 5) BULKHEADS Prior to 1952 bulkheads were put in place by some leaseholders and others chose nn,', h. Also, it is interesting that prior to this time lot shuttling was common. If a leaseholder decided he would rather occupy a different available lot a switch was made. Also, when a foreclosed lot occurred the adjoining leaseholders were given first choice to acquire. After that it was put out.o market. Also, it is noted that with the closure of Fort Warden,a loss of some 2500 population and payroll resulting in property depreciating in value in this area and club records show lots being abandoned and/or foreclosed on were not uncommon. the winter of 1951 brought a series of severe stones and a large over tide created Much damage to the point. In 1952 the membership voted all lots would have a suitable bulkhead in place. If not done by the leaseholder the club will contract,address, and assess costs against the lots. Bulkhead requirements were for wood 10 inch minimum top,4 feet below the beach and 3 feet above.Cement bulkheads would be 8 inch top, 3 feet below the beach and 3 feet above. Billings to the leaseholders for bulkheads constructed by the club per lot were $90 for the wooden type and$160 for concrete. They were financed through three annual payments with 6%interest. At this time a beach log salvage operation was in the area and logs were gathered,towed to Beckett Point and left on the beach for bulkhead material. During the winter of 2001/2002 substantial beach erosion occurred at the point and near the boat ramp. Boulder sized rocks were installed in the affected areas. Today the bulkhead requirement is an integral part of life at Beckett Point. Leaseholders must maintain their bulkheads and a committee of members monitors bulkhead conditions. IMAGE 4: Bulkhead reference excerpt:"The History of Beckett Point",by Neil Gallagher Schenk Bulkhead Page 5 of 7 To all intents and purposes, the resolution mandated the construction of a continuous bulkhead; regardless of it being constructed of different materials. It became, and is, the largest structure on the Club's near-shore property. Further, given the result of the 1951 winter storm and others since, it also is likely the most valuable lowland structure on Club property. That is to say, if it did not exist, the other structures-from shanties to residences, infrastructure - including roads and utilities, nor the community would have been built and/or rebuilt over its 63-year history. For a much of its length, particularly along the south beach, the word bulkhead has been inappropriately perpetuated since its construction. Along this reach there is no bank to protect from erosion and given the structure was mandated to have a minimum height of 3-feet it is more akin to a breakwater that reduces the energy of the waves that result from winter storms. In this context, along with the density of the shoreline residences, the structure is analogous of the walls of a multi-family residence. Where, a loss of a portion of the structure would expose abutting residential units, a county road, and utilities to the full force of storm waves. The result of this would likely and unreasonably reduce both: the survivability and value of the near-shore portion of the community. Further, perpetuating the bulkhead is consistent with the SMP. This is evidenced by considering the reason the Club was created and its historical primary use as a recreational area that is located on three legally established parcels. This primary use has existed for 75-years, or more than half, of the 126-years of Washington statehood; and the bulkhead has been maintained for half of statehood. IV. DESIGN CONSIDERATIONS AND DISCUSSIONS: Environmental: The repair of the bulkhead will reduce existing environmental impacts through the removal of: creosote treated piles and ecology blocks that cause erosion by concentrating stormwater and wave backwash. Although'maintenance has been and will be required in the future, the use of proposed timber pile/rounds has proven to be historically effective. The structure will be located no closer to the ordinary high waterline than the existing structure. Further, it will occupy less total area than the existing structure because of the removal of the ecology blocks. All work and material/equipment staging shall to be accomplished landward of the structure. It is specifically noted on the plans that occupancy of the beach is not permitted. Temporary erosion and sediment control will include: - Scheduling work so that tidal influences are minimized and when no storm events are expected. - Compost berm silt barriers landward of the structure. - Restricting work waterward of the structure to lifting driftwood and placing it away from the structure to reduce the potential of trench collapse; and by extension, degradation of the beach. AND restoring the beach shoreline to the greatest extent possible: by hand and with the use of hand-tools and/or with medium-duty machinery located landward of the structure. - Seeding and mulching Schenk Bulkhead Page 6 of 7 It will not include a construction entrance or embedded because these will likely have a greater disturbance and impacts than the actual project. Surface Water(Stormwater and Backwash) Approximately SO-square feet of impervious surfacing will replaced and 125-square feet will be removed. Stormwater will infiltrate into the ground and/or disperse to the beach. The slits/spaces between each pile will allow stormwater and wave backwash to be dispersed to the beach along the entire length of the bulkhead. This provides a means to drain the property and reduces the likelihood of erosion caused by concentrated flows. While determining the extent the irregular surface of the pile may have on the reflectivity of waves, it is reasonable to assume that it will be less than what would result from a smooth concrete wall. Although maintenance has been and will be required in the future, the use of proposed timber pile/rounds has proven to be historically effective. V. LIMITATIONS This report has been prepared for the exclusive use of Janet Schenk, acting on the behalf of the Beckett Point Fisherman's Cub. The proposed work is to repair a bulkhead that is in failing condition. The recommendations in the report apply only to the leasehold(s) provided on the coversheet of this report. The investigation and recommendations contained in this report are based upon site conditions as they existed at the time of pre-design site inspections. During construction, if subsurface or other conditions are discovered that are significantly different from those described in the report, Quadra Engineering should be advised at once so that the revealed conditions can be reviewed and additional/new recommendations made, where necessary. Unanticipated soil conditions are commonly encountered on construction sites, especially when the topography has been altered years ago. Such unexpected conditions frequently require that additional expenditures be made to attain a properly constructed project. We recommend that a contingency be established in the project budget and schedule to cover unexpected conditions. Within the limitations of scope, our services have been executed in accordance with generally accepted professional engineering principles and practice. This warranty is in lieu of all others, either expressed or implied. Quadra Engineering, S.P. Harold Andersen, P.E. '°"'^L �.orag ; • Owner Des gner Schenk Bulkhead Page 7 of 7 Beckett Point Fisherman's Club Bulkhead Repair/Replacement Habitat Assessment EC d E J --—-—-IV Un June 2, 2015 LN N_ DEPT.OF COMMUNITY JEFFERSOCOU DEVTY ELOPMENT For: Janet Schenk On Behalf of 1 Beckett Point Fisherman's Club #932200706 #932200707 Jefferson County, WA .� E S tii I R ' MARINE SURVEYS & ASSESSMENTS 521 Snagstead Way Port Townsend WA 98368 (360) 385-4073 marine.surveys.inc@gmail.com Table of Contents iiTh ! c E 0 V I. Project information J k- ! 2 7 5 a. Project location ' Li. C 3 b. Project Site Owners )EFfER9Ehtl Gl3UfGTY c. Adjacent Owners i_ DE2I9FCOM1 Fig II.Project Description 3 a. Habitat Information 3 b. Washington Department Fish and Wildlife Priority Habitats and Species 3 c.Endangered Species Act Listed Habitats Species 4 III.Effects Analysis of Proposed Development 4 a. Direct impacts 4 b. Indirect impacts 4 IV.Mitigation and Management Measures to Minimize or Avoid Impacts ....J 4 V.Summary 5 References 5 Figures 1. Location 6 2. Existing conditions 7 3. Demolition plan 8 4. Improvement plan. 9 5. Priority habitats and species report ..10 6. Vicinity map for priority habitats and species report 11 7. Endangered Species Act List 12 8. Documented Pacific herring spawning area 13 9. Aerial photograph of the site 14-17 MS&A Beckett Point Fisherman's Club Project•2 I. Project Information Replace a bulkhead that helps protect the leasehold residences located on the no-bank, near-shore land of the Beckett Point Fisherman's Club. Remove the ecology blocks that exacerbate beach erosion by concentrating wave backwash during storm. The replacement bulkhead will be located just landward of the existing bulkhead(Figures 24).The site borders Discovery Bay along the southern shoreline of Becket Point(Figure 1). The site is also located in a Frequently Flooded Area(FEMA Flood Area). Project Location Section 24, Quarter Section NW1/4,Township 30N,Range 021W Latitude 48.07766°N;Longitude 122.788455°W Project Site Owners: C/O Gooding, O'Hara&Mackey.Beckett Point Fisherman's Club. 242 Taylor St. Port Townsend, WA 98356.Phone: (360) 1049. Email: <info@pttaxcpa.com> Adjacent Owners: EC Beckett Point Fisherman's Club,Parcels#932200708 and#932200704(Figure 2). The project location is seen in Figure 1. 1 1 �'''._ % 7 •II. Project Description JEfFE 0 (AUNTY The existing bulkhead is approximately 60.5 linear feet long.The creosote-treated rounds(a , .1� WAPMENT ecology blocks(approximately 12)that comprise the existing bulkhead will be removed from e site an. spose. o at an approved disposal site(Figure 3).The ecology blocks exacerbated beach erosion by concentrating wave backwash during storm events. All work will be within the 100-year floodplain. Earthwork will be accomplished with no larger than a mid-sized offset excavator,dump truck(s), and hand-operated tools/equipment... It is expected that all work could be completed in 1 work-week. However, both tides and community allowable work hours will have a large effect on schedule. a.Construction Sequence: Step 1: Remove the 12 ecology blocks that are on the surface. One ecology block,that is buried, will be protected to continue to act as a foundation for a set of stairs. Step 2: Excavate behind(landward of)the existing timber bulkhead to a depth of 4 feet and/or to an extent of facilitating removal of the existing timber rounds;place new timber rounds so that 4 feet will be buried when job is completed;place geotextiles on landward face of wall;backfill with excavated material. New timber rounds will be solid 12"to 18"diameter by 8' long Douglas fir, Cedar or Redwood,stripped of their bark and free of decay and infestations.These will be placed slightly landward of the existing timber rounds(Figure 4,Section B- B). The existing wooded stairs will be removed and new stairs constructed in the same location. Step 3: Upon completion of the bulkhead replacement, finish grade with organic rich topsoil(approximately 5.9 cubic yards)and spread seed and mulch all disturbed areas. III. Listed Species and Habitats a.Habitat information Vegetation at the project site lots is composed primarily of a salt tolerant lawn,grass and weeds.There is no overhanging vegetation adjacent to the bulkhead. Immediately waterward of the bulkhead,the shoreline has a swath of beach vegetation with small woody debris on sand followed by a gravel beach. The project site is unused/underdeveloped except for the bulkhead,water and sewer services,and a direct access to the county road on the north property line. 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 5). MS&A Beckett Point Fisherman's Club Project•3 , c.Endangered Species Act listed species The following species may occur in the waters adjacent to the project site. In the project vicinity,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). 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 rockfish(Sebastes ruberrimus)and canary rockfish(Sebastes pinniger)as threatened species under the Endangered Species Act(ESA) and proposed that the Georgia Basin DPS of bocaccio rockfish(Sebastes paucispinis)be listed as endangered. According to NOAA(Federal Register/Vol. 75,No. 81, April 28, 2010,Rules and 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 is defined by a line from east of Port Angeles to Victoria in the Strait of Juan de Fuca. See also Figure 7. III. Effect Analysis of Proposed Project a.Direct impacts of construction Digging during construction will remove any vegetation in the construction area. Howe4er,in this tt fact rt✓ater tolerate lawn grasses and weeds will be impacted because the construction will take piade.ent I fil& id 1 e 'P^"ENT lawn area. Any excess soil excavated from the footing holes will be used as back fill along the landward face of the replacement bulkhead. There is a minimal, if any, slope of the lawn down toward the shoreline,which will minimize any erosion run-off. In addition,the replacement bulkhead will range from approximately 22' to 35' landward of the OHWM on the beach. b.Indirect impacts of the project The replacement bulkhead will be located in the same footprint as the existing bulkhead. It will be constructed with non-treated rounds and therefore will improve long-term habitat at conditions at the site. IV. Mitigation and Management Measures to Minimize or Avoid Impacts To reduce the possibility of trench wall failure and subsequent degradation of the beach waterward of the bulkhead: Work will be scheduled to coincide with multiple workdays during which NOAA has predicted tides as low as 5 to 7- ft below MTL(8 to 10-ft below MHHW) Unless it is shown that the trench walls are stable, excavations shall only be open when the tide is below the MHT. If the trench walls are stable, excavations shall be allowed to be open when the tide is below the MHHW. In addition,no excavation will remain open at the end of each workday. No work shall be permitted when a storm is expected. Additional mitigation measures include: 1. Removal of creosote treated pile bulkhead and replacement with non-treated piles in the same footprint. 2. Removal of ecology blocks that were placed behind/adjoining the bulkhead as an emergency repair in 2006. These ecology blocks covered and have promoted erosion of the vegetated area landward of the pile bulkhead, as evidenced by the blocks settling into the ground;they will not be replaced. MS&A Beckett Point Fisherman's Club Project-4 V. Summary The proposed project is a bulkhead replacement in the same footprint as the existing bulkhead and ranges from 22' to m35' OHWL,sedimentation into the intertidal zone will be minimal,if it takes place at all. Because the creosote-treated timber rounds will be replaced with non-treated timber rounds,impacts to the baseline conditions are likely to be positive and there will be no net loss of function and value to 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. ,ThsoolvE 3/4\t , 27 ku JEFFERSON COUNTY DEPT.OF COMPAU 4 DEVELOPMENT MS&A Beckett Point Fisherman's Club Project 5 Figure 1. Location �o w4 `' UO\ HAS11CS Aif PAT �; '( 4 10 ' E� . ' .,,E Y BECKE1T PCNT i IrI�,I f L <v. f757ff1PAlEM3'atv v9 4,4 J FFERSON COUNTY j ( DEPT.OF OMMUNFTYDEVELOPMENT WEI °'s y (o NORM LOCATION MAP SCALE 1'=10.00O Goa Ito SECT T 24 SECT 23 GOV LOT 1 `+cir l flgi _S ate ST 24 GOVLOT 2 RJ ACT 24 SITE GOV LOT 3 . . <9. ,ham r ti9ftTN_; VICINITY MAP SCALE 1'=1000' A PORTION OF 771E BECKETT POINT f7SHERMANS CLUB GOV LOT 1, SEC 23, GOV LOTS 2 & 3, SEC 24, T30N, R2W, W.M. JEFFERSON COUNTY, WA REFERENCE- LOCATION:LEASEHaD LOTS i PN 932200706 & PROPOSED PROJECT:B UOfk)WPAIRWACEAfM r PP19322C0707 APPUCAN f: JAW(SO-NK: FOt 1}£ , BECKETT POINT FISHERMAN'S CLUB. [N:ADJACENT TO MSOJ (BAY TOUT PONT Fl9 AN S Q Ia(EKG) SOJM BEACH AMEX NEAR/AT:PCRT TONNStND ADJACENT PROPERTY OWNERS: LAT/LONG: 48.07766' .. 122.88495V I. EEOETT PONT Aaaws CLUB COUNTY:,T}FT}iYN 2. ECOUT PONT 09-0,£N'S CLUB PAGE 1 OF 4 DATE: 'STATE: WABAGTCN MS&A Beckett Point Fisherman's Club Project-6 Figure 2.Existing conditions _BECKS - -----�}; \ 1 COU '�n0/- ROAD 1 PLATTED c OF ' �\ N' '/PUB ' MIGHT-OF-WAY IN , �.-1 r a - ,-EDGE PAVEMENT — - r _J• --__ — aPr�� _ <,'—� tia r-, -EDGE a?AI 1 %p ___, y0° dfMbUT •' • f . R=1!52.0 +�._ - . ', 0 ,, -co tip' 6_730 D7- R 40p0 o co e ' ( 1 R=1152.06— = 4. L1'340N Qe6 ,.. pF POKER L-7.08 d=35'24 2 (�' VAULT ' 4=07108' yo • ' WATER METER k YARD HYDRANT P; LOT 8 i g POKER 932200708 LOT 7 VAULT 932200707 „ LOT 6 �' CHAIN& TIMBER _�/' ,W-,.1,,,; 932200706 ROUND FENCE , =I 1A V I { '.4_ LOTS 4 &5 WOODEN STAIRS W/ 932200704 BMW ECOLOGY BLOCK-,-, t fWNOAIION I 5 . j 4� ! LEASEHOLD I it '�� 5.8 x 1.8 x 1.8 ECOLOGY BLOCK ¢ ,Q r r LOT LINE j ky , LW/PRO ECTING FROM EXISTING _ , ' o- ., CRa;E GROUND(TIPICAL Ct 12 BLOGYS) ".°-•'--♦..,.-, -- - 11 BREAK / / ~�i• YoQ ? _,y7gDa 7p: . fr- t // i ic, j , ¢ I 3 S/EF3 OVER V 3r F , ,`• p pDLKIEA OpO Q 'I/ 1-fT CXJTO M j a v o ir y INTERVAL 'I,- `______ LLAL• 4807766 N _ ' .. -6-- ,> LGN: t22.88495,W _ . 9 z f ;Ei - f•f IAIr!;�J IiA!!i •,t �_\"mss T =9RD1HARr.,1.',V yagy ,�, �1a / 1 __ 1 --6- brit#=6 34 EXISTING CONDITIONS U .. Illemionoi SCALE: r=20'REFERENCE: l; E C E V I ' APPUCANT: *ET�.L}il FCR RE OTC BECKETT POINT FISHERMAN'S CLUB(BPFC) J. PROPOSED:9.114#AD f£PNR�IALT1T C/0 G000ING, O'HARA, &MACKEY LOCATION:FN 937200706 & FR 937200707 242 TAYLOR ST I , PORT TOWNSEND 14A 98368-5717 I i ' SHEET OF DATE: I _ j 1 fI JEFFERSON COUNTY __,DEPT.OF COMMUNITY DEVELOPMENT MS&A Beckett Point Fisherman's Club Project•7 Figure 3. Demolition plan / PROTECT&PRESERVE LEASEHOLD LOT LINE STAIR FOUNDATION (BURIED ECOLOGY BLOCK) P). PRESERVE . f SURVEY PROTECT MARK& (TYP) �O .- Q - ,� r__ PROTECT&PRESERVE 1 - 1_ �� SURVEY MARK(TYP))). / PROTECT &PRESERVE •` �� , O ` ADJONINGiCDNiINUING ._ ... , ��- a A� BULKHEAD AND PROPERTY. � � re,--r, ./1 !'�,� Q' (TYP OF EACH END) _ _ _ ∎• © w as A _� YQ:./.HOC serf as �� -- Q LUSH 60.5ttf E%ISINNG TIMBER ROUNDS&ECOLOGY BLOCKS BULKHEAD ci - - REMOVE AND DISPOSE OF BULKHEAD DEBRIS / 60C TIMBER ROUNDS INCLUDING ALL BURIED ENDS&12t ECOLOGY BLOCKS PROTECT&PRESERVE SHOREIRIE WATER-WARD OF BULKHEAD - COORDMATE WORK TO AVOID OPEN EXCAVATIONS WHEN DOE IS AT OR ABOVE MHW - PLACEMENT CF DEBRIS AND/CR OPERATION OF EQUIPMENT WATER-WARD CF BULKHEAD IS NOT PERMITTED D '• I. -DEMOLITION PLAN CI F: SCALE r=10' i t ^R -LEI I . n JEFFERSON COUNTY ± g YR P i_ _ CF_PT.OF COMMUNITY DEVELOPMENT 000=1 .49 ( 29 DA . . fXd11TIXMMUNTY PM L J 5300069-01.35-8) MHHW 7.04(ORDINARY HIGH WATER) MHW=6.34- i; I•• ' -_-- MIL=4.00 I NGVJ29=3 49 MLW=1.66 f -YARTARE JlAVD88 0.00 LYVMitAO M LW=-0.78 DATUM EQUALITY REFERENCE SEC770N A—A ELEVATIONS IN FEET SCALE: 1-=10" �' NOIES ESTMA7ED VOLUME/QUAN777l5 REFERENCE: •1NCLOOE PRO,ECRONS ABOVE 77-E EXLS1ING GRADE INTO RE 100-YR APPLICANT; ,V4&T 93ETK FCR If AFC 11.000PLNN. PROPOSED:8ld16fAD REM ESl1MATED OUAN7177ES NWTNNN fLOODPLATN LOCATION:PN 932203706 & Ft 932200707 11EM 1.1- UNITS CF CY ECOLOGY L (CAS 1.8u1.8x58 12 226 84 SHEET OF DATE: 104807 RWNOS 1x8 se 237 58 124512_82 1X4 22 (i9 2.5 TOTAL 19.7 MS&A Beckett Point Fisherman's Club Project-8 Figure 4. Improvement plan / PROTECT&PRESERVE LEASEHOLD LOT LINE ; STAR FOUNDATION(BURIED ECOLOGY BLOCK) C ' AO PROTECT&PRESERVE SURVEY MARK (TYP)• "I ,.,t� �, ,M.7=----r1 _i�' CONSTRUCT STAIRS PROTECT k PRESERVE ..., , -, SURVEY MARK (TYP) PROTECT R PRESERVE ea ADJIONING/CONTINUING _ `� ,C��`.*::::::.. -9- = ee.'' ais BULKHEAD AND PROPERTY, °�,'<z +. .- •• ' ` ` d (TYP OF EACH END) dr*0_ Ile -6. u — -, NOS op a r ift /. JF w -.-——c .*� . U { ySTI11JCT 60 S+LF TIMER ROU1rD 1LKN�AO '' PROTECT k PRESERVE SHORELINE WATER-WARD OF BULKHEAD '.**-4-1,-.....a..4...........,......1. / - COORDINATE WORK TO AVCID OPEN EXCAVATIONS VAN TIDE IS AT OR ABOVE MHW_-_ - STORAGE OF MATERIALS AND OR OPERATION OF EQUIPMENT WATER-WARD OF aarvv:=;G IE G � � JEFFERSON C-i �__ - IMHRIfIN�I1J �FLOPMENT G 5 10 SCALE: 1..40' zscaS9'➢ [LI - ; 5 c 4 '775I CRC 4 14 L (9 )?F000=12.49 I ! N DAN r - \ 'D+>_ 1Y' FIRM COhAN N1Y PMEL/530(1069-0135-8) 0G I _ - , -t C MHHW-7.04 (ORDINARY HIGH WATER 1TJP.- 5 NEW UMBER ROUNDS 1M1H .S MTL=4.00 I TOP ELEV - 12.5-F7 NG'D29-3 49 GEOIEri1gE - r -----fib 4 _ _..___ --___, 1 _.__ —. i NAV088 009 — 1 I I I MLLW=-0.78 DATUM EQUALITY REFERENCE SECTION B-B 0 10 ELEVATIONS IN FEET SCALE: 1'=1O' s+ ii �„- NOTES: 1. ROUNDS SHALL BE SCUD 12" TO TB" DIA X 8 LONG DOUGLAS FIR, CEDAR, OR REDWOOD; STRIPPED OF BARK, AND FREE OF DECAY AND INFESTATION(S) 2. ESTIMATED VOLUME/QUANTITIES INCLUDE THE PROJECTIONS OF ROUNDS ABOVE THE FINISHED GRADE INTO THE 100-YR FLOODPLAd1. REFERENCE: ESTIMATED QUANTITIES WITHIN FLOODPLAIN APPLICANT: ,Y►ET SOENC FOR if EPIC TEM SIZE UNITS CF CY TIMBER ROUNDS 1x8 68 424 15.7 PROPOSED:9.114-END I3PP1R TOPSOIL 2.3 68 159 5.9 LOCATION:FN 932200706 & PH 932200707 TOTAL 23.6 SHEET OF DATE: MOTH LF OVERLAPS 1,f GEOTEXTLE 4 68 11 79 MS&A Beckett oint Fisherman's Club Project-9 Figure 5. WDF■ Priority habitats and species list --WASHINGTON DEPARTMENT OF FISH AND WILDLIFE tiiPRIORITY HABITATS AND SPECIES REPORT SOURCE DATASET: PHSPIusPublic Query ID: P141220230345 REPORT DATE: 12120/2014 11.05 Coon Name Site Name Priori 1 Area Accuracy Federal Status Sensitive Data Source Entity Scientific Name Source D.Oakt Occurrence Type Slate Status Resolution Geometry Type Source Record Mora Information(URL) PHS Listing Status Moral Recommee bliOno Notes Source Date ESTUARINE INTERTIDAL N/A Aquatic Habitat NA N/A N US Feb and Wildlife Service NWIPOLY Aquatic habitat WA AS MAPPED Polygons htle/Avww ecy we PHS Listed Pacific Herring Discovery Bey-L Breeding Area NA WA N WPM Fish Program Copes hallow HerrSPwn Breeding area Candidate AS MAPPED Polygons httpl/wdfw we PHS Listed lin) riEj7—IplEilVEI i I ! I III I J! I IEFFr..4oN COUNTY lr II;Iri' inpcpe7,nlj 1 DISCLAIMER.This report Includes information that the Washington Department of Fish and Wildlife(iNDFW1 maintains m a central computer database It is not an attempt to provide you with an official agency response as to the impacts of your project on fish and wildlife. This information only documents the location of fish and wildlife resources to the best 01 Our knowledge. II is not a complete awentory and It Is important Is note that lisp and wildlife resources may Occur in areas not currently known to NAFW biologists.or in areas for which comprehensive surveys have not been conducted. Site specific surveys are frequently necessary to rule out the presence Of priority resources.Locations of fish and wildlife resources are subject to waitron caused by disturbance.changes in season and weather.and other factors WD does es not recommend using reports more than Cu menthe OM. 112/20/2014 11.05 i • MS&A Beckett P int Fisherman's Club Project 10 . Figure 6. Vicinity map for priority habitats and species report WDFW Test Map ' ,1 1 '' �r ' " . " fk ry o. •4 Yi December 20,2014 1:19.842 0 0.15 0.3 0.13 mi PHS Report CtipArea a AS MAPPED , TOWNSHIP 4 ti , 1 , t I 0 0.275 0.55 1.1 km • PT SECTION vwrw — LN QTR-TWP ; ---` OE,11 V E 1 ■ H �H1 I JEFFERSON COUNTY nrpT ^F reINI •INITY OEVEl OprIFNT i MS&A Beckett Point Fisherman's Club Project I 1 Figure 7. Endangered Species Act List 1 United States Department of interior �p Fish and Wildlife Service ; ! I� C U V 1 i r— i °3,. -; Project name:Schenk Bulkhead `J '1 ) Endangered Species Act Species List JEFFERSON COUNTY _- .1r-PT OFfOM09orN'1C��CI Qn;n[ . _ I There are a total of 6 threatened,endangered,or candidate species on your species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example,certain fish may appear on the species list because a project could affect downstream species. Critical habitats listed under the Has Critical Habitat column may or may not lie within your project area. See the Critical habitats within your project area section further below for critical habitat that lies within your project. Please contact the designated F W S office if you have questions. Birds Status Has Critical Habitat Condition(s) Marbled murrelet (Brachyramphus Threatened Final designated marmoratus) Population:CA,OR,WA Streaked Horned lark (Eremophila Threatened Final designated alpestris strigata) Yellow-Billed Cuckoo (Coccyzus Threatened Proposed americanus) Population:Western U.S.DPS Conifers and Cycads Whitebark pine (Pines albicaulis) Candidate Fishes Bull Trout (Salvelinus conlluentus) Threatened Final designated Population:U.S.A.,conterminous,lower 48 states Dolly Varden (Salvelinus malma) Proposed Similarity of Appearance (Threatened) MS&A Beckett Point Fisherman's Club Project-12 Figure 8. Documented Pacific herring spawning areas �: A IL �•?.'. pry Z�Y. e— 4n t4 jjtt allow PROJECT SITE . ` Beckett Point < ishermen5Cfub o F ,, f/f,✓. 4 30. -i. ?+ ..14 :AREA ://,,,,,,/,/ re/d////' / ' .., m'Sf‘,.4",-.4V ,!°.ef,/„.. „0,,,,,,//_, / " / �» �_. e i __ III JEFFERSON COUNTY ,___ DEPT.OF COMMUNITY DEVELOPMENT MS&A Beckett P n'1 t Fisherman's Club Project.13 Figure 9. Photograph of the site , ,� V 9 I .V 1 I I n f i.iii J �i I /I JEFFERSON COUNTY 1 I 1 • 87 ft s 4 w as ;r., Mme,, p F' y : �! PROJECT SITE ,s I '. , .' fr , s Y b n z MS&A Beckett Point Fisherman's Club Project.14 I E . 11( 1.PNz OA !" x: F 31 air -d +5) +R'p1a� In"-a. C ,.,by' ?`fj'd r r v- a w ' y; t i� ° i:b` ,� x } A d,'rt .- j. ::- tl l� - fci 4' P ;•'% ,'-4,4.." ''''k' 3 'P xP'^ezNEyr, m a tt ' �p.� .�-,# `1YJ3, .��:5'�"-,..&- }„ ` r .,'"*. ...'' uA ,,*J X^ rv� t�✓i �FYr r, e''''''''' rat %`` y{N'.� �.}�" x ^ 9 4,';t`" r"+r"' "''��F4'. Project site lawn �`a4xr7 7r • :<. .... • •" . as, R .Y �� 'F' �5 ',r a� -... - - l� ♦,--",y,-f. p T A i` ry -,p , yn�F'i . _- ., N 1,4,4 i �`4 'Y/e'��''.' a.+ .... w dA%.. 1:- r�a 7, ads MS&A Beckett Point Fisherman's Club Project-15 ':4 i jrti 411113101:..,. y$y t �SY1YS# jz 8 „� '`{pxxw a »33'I" ,* l�t } ;v�a.+s$°Y.:. �A_ '� s - y ,L. tCt� .p' �t$r i i�� _:;-'4,--. .40:5.- 541.5-4-0f•_,?-''r " u ; 's.. ' . T:. d ''k�'3 .� a .+°'4 ?, ,,,:.-d,-,"' — f ." x f}+w .- ''..i.',.-; '... i '"tea•- 1 `''1+,1, 7 a r... M- 3y+ il� 1- r �"i�^ .y(. "t, y`s■1l ' ]., }I` et 4.4 fi J' ecr «rte, ..h g. �i -.?-_-it ' Mk3, w y✓r "P t nkrt'i✓.� ,'�i} !, f f fern A-E �Y. j w ^,� '� �� C. $�bT� 5t '$fA`'�'Y 1.}`i ., � ,,�yt �xts * M'r.--4•14,1:(4,�` si � � li4 pSi x�1 s ��f n -a^J � IP' � Al•.. R ., r ✓ w v 1 h " f G�/,,�y�k" 9r� x k ,.''"�r r + ,..`r+ nffi�4' rr'...f.:.,,;. ,f. # a ';`fa Y' -44,',- °+fw-y,f4 "�:--f,10.4,�yl x 'Iv ww,+R'r , !``•'-its- E., je+•y 1 .� Looking west along the existing bulkhead i ' ` I Ir� � . f JEFFERSON COUNTY ti 1_ DEPT OF COMMUNITY DEVELOPMENT 1 s k `II y 4 • � f q 3� .ti4,�"4..2-.\ - ..,ii, ,. eibiL"- sid n 1y P w PAY- e ' ....,,____p�4r� - x 3 7�',.',sr"_. , ,M ay M9• 'r M r'10. _ tw&ti � .s 1 '4411.;,,,i4Z"..1..'1„,-77:-It:\;.--'11.‘',"It-:--':',',...4".!,+,*.I'-:t",..';41i.11-4-,t 7.41......::::::4:::illtl'''. -.'-'' '''.".4.4.:-...'1;a1-:.-173N7''-t.'"H%';*.: '74'.4-;."1-**7-:::4"r-.1::*:-.7.--A. 4iit.„0„... 1 Looking east along the existing bulkhead MS&A Beckett Point Fisherman's Club Project•16 Stairs to be rebuilt �� r). /i I-N.:fdK)f' 3"'.54!�M1Z': � � . `yam, Y` pct —,7**-,, , •:',,,- r iAG y y9f /,-¢ y xx�*J�CCC7'`"""�+rr,,,k . '.�:." 5 Tom' _ 26 { Pt Y 4. ,�� p?t tea. :� ,� :�`'r''-.ft 1 }f'fif t f �{�i�k+T d --, - \ FFEERSON �� COUNTY CF COMMUNITY DEVELOPMENT r r ek y ✓ 'Cr^#40"..**--i d2Sty a — 8 , r .. y am l S k� 1 s. N t x g s..- x Esc•1 ,3 °t } ? t�+' � 6' ' L�F" S�. h�K'f T' Y�.1}✓,` +�.aw. :Yn^_s .� } . Typical ecology blocks to be removed MS&A Beckett Point Fisherman's Club Project-17 1 1t..1E SCrRL�� (360) 385-4073 267 Hudson Street marine.surveys.inc @gmail.com Port Townsend WA 98368 �S`S�SSlvi�'11 August 17. 2015 Response to MLA15-00050 Schenk Bulkhead—Additional Information Request Dated August 12,2015 As requested: Effects Determination: 1. Puget Sound chinook- "May affect, not likely to adversely affect" 2. Hood Canal summer-run chum -"May affect,not likely to adversely affect" 3.Puget Sound steelhead-"May affect, not likely to adversely affect" 4. Bull trout-"May affect,not likely to adversely affect" 5. Bocaccio,yelloweye and canary rockfish - "May effect,not likely to adversely affect" li AUG 1 7 2015 • •` }EFFEn$OIJ COUNTY nEvT QF C04.4fAUNITY OEVE}0°MENT ON no, G� DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 W Tel:360.379.4450 Fax:360.379.4451 Web:vAvw.co.jef Person.wa.us/communirydevelopment D EC [ [I �// ` T E-mail:dcd @co.jeffersonwa.us 1s//JN�}S � JUL 2 7 2015 PERMIT APPLICATION :! Steps in the Permit Process: JEFFERSCN COUNTY DCOT OF CO'. "iIUITY OFT'ui nP''T -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: 932200706 & 932200707 (4 n' Site Address and/or Directions to Property:From Hwy-101 &SR-20W:north toward Port Townsend for 6.2-mi;Left onto S. Discovery Rd 1.2-mi; Left onto Cape George Rd 2.7-mi; Left onto Beckett Point Rd 0.7-mi to the cul-de-sac; the project location is on the south side of the cul-de-sac 1. Access (name of street(s)) from which access will be gained: Beckett Point Rd (.1 Present use of property: recreational Y.- Description of Work (include proposed uses): Replace a bulkhead that protects the adjoining leaseholds residences located on the no bank, near shore (-" land of the Beckett Point Fisherman's Club. Remove ecology blocks that exacerbate beach erosion by (/ concentrating backwash. Wastewater-Sewage Disposal This property is served by Port Townsend of Port Ludlow sewer system? YES NO fit/ If not served by sewer identified above, identify type of septic system below: Type of Sewage System Serving Property: Septic Septic Permit#: SOM06-00497 no discharge proposed for this project Community Septic Name of System: Case#: Are other residences connected to the septic system? yes Additions or repairs to sewage system: not applicable Is it a complete or partial system installation: Complete V Partial Has a reserve drainfield been designated? Yes _✓ No Date of Last Operations & Maintenance check: unknown Attach last report to application Describe or attach any drainfield easements, covenants or notices on title, which may impact the property: COMM!INITY OSS-Info only-state approved-desia l on file with DOH See SFPO6-361-SFP06-451 SEP09-109 for tank permits connected to this sys. Roc s PIS 43 O X034 `x ( 27) ao)S S c cvn _ l c ___ it, 605 The authorized agent/representative is the contact for all project-related questions and correspondence. The County will primary P 1 9 'P ty 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 ap lication. 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: BECKETT POINT FISHERMAN'S CLUB Address: PO Box 1657, 890 Beckett Point Road, Port Townsend, WA 98368 Phone#: (360) 385-0428 E-mail Address: patg @cablespeed.com —V/ Please contact Authorized Agent/Representative with project infb. (select only one). Property Owner Signature: /L Date: 7/024//5- Note: For projects with multiple owners,attach a separate sheet with a ch owner(s)information and signatures. Applicant: Authorized Agent/Representative Of other than owner) Name: Jay Ward Address: 301 Eunice Street, Sequim, WA 98382 Phone#: 360.461.1210 E-mail Address: jmw @wavecable.com Professional: Is this an Authorized Agent/Representative for this project? NO X YES Engineer p Architect Surveyor Contractor Consultant Name: Harold Andersen, PE, Quadra Engineering, S.P. Address: P.O. Box 2094, Port Townsend, WA 98368 Phone#: (360) 379-9117; (360) 460-7311 cell E-mail Address: htandersen @q.com (Y. Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Janet & "Leon" Schenk dI Address: 4219 122 nd Ave E. Edgewood, WA 98372-2344 Phone#: 253-863-4898 E-mail Address: 11jschenk @comcast.net 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: I V lE Address: Phone#: E-mail Address: JUL 2 7 2015 Attach additional pages if necessary - I� JEFFERSON COUNTY Builders Statement DEPT.OFCOMIv1UNl 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: sit-50N co DEPARTMENT OF COMMUNITY DEVELOPMENT ",:t. 621 Sheridan Street,Port Townsend,WA 98368 ti Tel:360.379.4450 I Fax:360.379.4451 Web:w ww.co.jefferson.wa.us/communitydevelopment E-mail dcdCcojefferson.wa.us 9pifINo SUBMITTAL CHECKLIST RESIDENTIAL BUILDING APPLICATION Before you submit your building or land use application: DCD YOU Critical Areas Review- If you have critical areas on your property you should review them with a CAM prior to submittal. Septic system installed or an application submitted Potable Water proven for building site-you will need to submit water forms with permit. Submitted with a building permit application: Only completed applications,with all forms filled out,can be accepted at time of appointment. The permit technician is unable to complete the forms for you. If you have questions please call before submittal. You must ensure that every item below is completed and ready at submittal. Check each item below as you complete it. The permit tech will review at time of submittal,incomplete applications will be returned or delay processing. DCD YOU Permit Application,Supplemental Applications and Fees Completed and signed. Each building permit requires a separate application,signed and dated by property owner. Water Completed and signed Permit Application. You must provide all information necessary to prove potable water prior to submitting your bldg permit. Well-must include well logs and lab analysis at the time of application. Public Water-have a completed&signed Water Availability Notification from water purveyor. Septic Septic Permit Number A septic permit application must be on file prior to submitting your building application. O&M Form First page of Current O&M Inspection paperwork. X Site Plan We cannot accept a site plan larger than 11"x 17". Please submit 5 copies. See Site Plan checklist to ensure your site plan is complete at time of application. Floor Plan We cannot accept a floor plan larger than 11"x 17". Please submit 3 copies. All rooms to be labeled on the site plan,show any, including garage,that ar- • If this is a remodel provide a before and after floor plan with all rooms I.•• :,• X Building Plans Two sets of plans are required for Residential construction,three sets for Fercial. N� e All building plans are required to be submitted with engineered structural calufations. Building plans are not required to have an engineered stamp. .FFR, ,,Nj X Stormwater A complete stormwater calculation worksheet is required for all building applications.''' All stormwater plans must comply with the current Stormwater Management Manual for Western Washington: http://www.ecy.wa.gov/programs/wq/stormwater/manual.htrnl Energy A complete Energy Code Calculation Worksheet. Forms and Information can be found at: http://www.energy.wsu.edu/buildingefficiency/energycode.aspx Access Road Approach Permit Application. An approved access is required for all County roads if approach has not been previously approved. Existing-Permit Number RAP OR Private Road (no permit required);OR State Road(permit from WSDOT) Address Address Application required for all construction projects, if no address is currently assigned. Existing Address& Red fire sign showing your current address on site. Manufactured Homes-require no plans at time of submittal. However at time of all inspections,the required set up manual must be on site with permit or no inspection will be performed,and a re-inspection fee assessed. Checklist- Building Application Submittal Checklist Page 1 Building Code Design Data and Criteria - IRC Table R301.2 (1) Wind Speed- 3 Seismic Ice Shield Flood Frost Line Winter Design Air Freezing Roof snow load sec Gust Decay Hazard Design Weathering Depth Termite Temp Underlayment Index EAST/WEST Category Req'd 25 lbs 110 mph/ 130 Moderate/ (a)1980,(b) D2 Moderate 12" Slight to 26 F No 148 mph Severe 1980 Moderate • 2012 International Residential Code (IRC), WAC 51-51-003 • 2012 Washington State Energy Code (WSEC), WAC 51-11R • 2012 Uniform Plumbing Code (UPC), WAC 51-56 • 2012 International Mechanical Code (IMC) and 2012 International Fuel Gas Code (IFGC), WAC 51-52-003 Type of permits you are seeking for this project The corresponding supplemental application and submittal checklist must be submitted at time of application. Building Single Family (Stick built on site) Remodel/Addition/Repair Manufactured/Mobile Home (ex. Extend kitchen,den to bedroom,replace siding) Modular (Built off site) Demolition Permit Garage/Shop/Carport Sign (Please Circle one: Attached/ Detached) Deck/Porch Covered Additional Dwelling Unit (ADU) Retaining Wall Foundation Only Pool Change of Use Commercial * (ex. Retail to Industrial,residential to retail,etc.) Multi-family* Mechanical Other Permits, Please list permit#s Propane Tank Lines Address ADR Heat Pump Rd Approach RAP Hot Water Heater Septic SEP Solar Panel On Roof On Ground Land Use/Zoning Home Business Special Use (Essential Public Facilities) ** Cottage Industry Boundary Line Adjustment X Stormwater Management Plat Vacation/Alteration ** Temporary Use Lot or Road Segregation Critical Areas Stewardship Plan** Boundary Line Adjustment Shoreline Management Variance Short Plat ** Shoreline Conditional Use Long Plat ** Site Plan Approval Advance Determination (SPAAD) * Change of Use Jefferson County Shoreline Master Program Amendment Conditional Use [C(a), C(d), or C] ** X Shoreline Master Program Exemption/Permit Revisions ** Sign Shoreline Management Substantial Development** Tree Vegetation Request Variance (Minor, Major or Reasonable Economic Use) Wireless Telecommunication * Discretionary"D"or Unnamed Use Classification Allowed "Yes" Use Consistency Analysis Planned Rural Residential Development (PRRD)/Amendments ** Comprehensive Plan/UDC/Land Use District Map Amendment Forest Practices Act/Relase of Six-Year Moratorium * May require a Pre-Application Conference. **Requires a Pre-Application Conference. Checklist- Building Application Submittal Checklist Page 2 Anna Bausher From: Kaehler, Gretchen (DAHP)<Gretchen.Kaehler @DAHP.wa.gov> Sent: Tuesday, August 25, 2015 3:12 PM To: Anna Bausher Cc: Dennis Lewarch; ljenkins @jamestowntribe.org; 'Bill White'(bill.white @elwha.nsn.us); Josh Wisniewski Subject: RE: Reviewer Letter MLA15-00050 Schenk Bulkhead Application Attachments: 082515-07-JE MLA15-00050 SDP15-00013 Schenk Bulkhead Replacement.pdf Hi Anna, Please see attached for this project. We look forward to receiving the monitoring plan for review. Please feel free to contact me if you have any questions. Best, Gretchen Gretchen Kaehler Assistant State Archaeologist, Local Governments Department of Archaeology and Historic Preservation Olympia Ph:360-586-3088 Cell:360-628-2755 Office Hours: Monday through Thursday 9:00-7:00 From: Anna Bausher [mailto:ABausher @co.jefferson.wa.us] Sent: Tuesday, August 11, 2015 5:01 PM To: Kaehler, Gretchen (DAHP); Leanne Jenkins; rlumper @skokomish.org; crossi @pnptc.org; 'Roma Call'; stodd©Suquamish.nsn.us Subject: Reviewer Letter MLA15-00050 Schenk Bulkhead Application Good afternoon all, Please see the attached documents for your review and comment of this project proposal. The application is for a Shoreline Exemption and Flood Development Permit for the replacement of an existing bulkhead located at Beckett Point in Port Townsend. The existing bulkhead protects the adjoining residences located on the no- bank, near-shore land of the Beckett Point Fisherman's Club. Replacement will be in the same location and size as the existing bulkhead and will replace the creosote timber rounds with non-toxic timber rounds. Existing associated ecology blocks to the bulkhead will be removed. Please respond with any comments by August 25, 2015. If you have any questions regarding this proposal please feel free to contact me. Sincerely, 1 Anna Bausher From: Anna Bausher Sent: Tuesday, August 11, 2015 5:00 PM To: 'Kaehler, Gretchen (DAHP)'; 'Leanne Jenkins'; 'rlumper @skokomish.org'; 'crossi @pnptc.org'; 'Roma Call'; 'stodd @Suquamish.nsn.us' Subject: Reviewer Letter MLA15-00050 Schenk Bulkhead Application Attachments: MLA15-00050-SDP15-00013 Reviewer Letter.pdf; MLA15-00050-SDP15-00013 Project Proposal.pdf; MLA15-00050-SDP15-00013 Site Plan and Engineering.pdf; MLA15-00050- SDP15-00013 JARPA.pdf; MLA15-00050-SDP15-00013 Habitat Assessment.pdf; MLA15-00050-SDP15-00013 Archaeology.pdf; MLA15-00050-SDP15-00013 Permit Application.pdf; MLA15-00050-SDP15-00013 Stormwater Calculation Worksheet.pdf Good afternoon all, Please see the attached documents for your review and comment of this project proposal. The application is for a Shoreline Exemption and Flood Development Permit for the replacement of an existing bulkhead located at Beckett Point in Port Townsend.The existing bulkhead protects the adjoining residences located on the no- bank, near-shore land of the Beckett Point Fisherman's Club. Replacement will be in the same location and size as the existing bulkhead and will replace the creosote timber rounds with non-toxic timber rounds. Existing associated ecology blocks to the bulkhead will be removed. Please respond with any comments by August 25, 2015. If you have any questions regarding this proposal please feel free to contact me. Sincerely, Anna Bausher Assistant Planner, Jefferson County Department of Community Development 621 Sheridan Street *Port Townsend,WA 98368 Phone 360-379-4454 *Fax 360-379-4451 abausher(a),co.j efferson.wa.us All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56. Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. 1 Donna Frostholm From: Donna Frostholm Sent: Wednesday, December 03, 2014 3:38 PM To: 'Mraz, Richard A. (EC`)'; 'sepaunit @ecy.wa.gov'; Bridget.Kaminski- Richardson @dnr.wa.gov; 'sepacenter @dnr.wa.gov'; 'Margaret.Bigelow @dfw.wa.gov'; 'sepadesk @dfw.wa.gov'; 'mark.toy @doh.wa.gov'; 'Gretchen.Kaehler @DAHP.wa.gov'; 'shlanayl @skokomish.org'; 'rlumper @skokomish.org'; Leanne Jenkins (Ijenkins @jamestowntribe.org); 'crossi @pnptc.org'; 'Roma Call'; 'Tong, Kristina G NWS'; Jared Keefer; Pat Perryman; Eric Kuzma; 'bgraham @jeffpud.org'; jim @portofpt.com'; 'stodd @Suquamish.nsn.us' Subject: Douglas MLA13-00165 - Notice of Application with SEPA Attachments: mIa13-00165 douglas.pdf Tracking: Recipient Delivery 'Mraz,Richard A.(ECY)' 'sepaunit @ecy.wa.gov' ---_ Bridget.Kaminski-Richardson @dnr.wa.gov 'sepacenter @d n r.wa.g ov' 'Margaret.Bigelow @dfw.wa.gov' 'sepadesk@dfw.wa.gov' 'mark.toy @d oh.wa.gov' 'Gretchen.Kaehler @DAH P.wa.gov' 'shlanayl @skokomish.org' —��'rlumper @skokomish.org' Jeanne Jenkins(ljenkins@jamestowntribe.org) 'crossi @pnptc.org' 'Roma Call' -f v t 9 til la-ILL. --- �' .perry 6: Jared Keefer Delivered:12/3/2014 3:39 PM Pat Perryman Delivered:12/3/2014 3:39 PM Eric Kuzma Delivered:12/3/2014 3:39 PM 'bgraham @jeffpud.org' jim @portofpt.com' -,47'stodd @Suquamish.nsn.us' Greetings All: Attached is a reviewer letter for a proposed stream channel reconfiguration within the intertidal area of Quilcene Bay. The purpose of this proposal is to restore the channel to a previous location within Quilcene Bay. Here are the directions for viewing the notice of application (with SEPA review)online: http://www.co.iefferson.wa.us/com mdevelopment/Publ icNoticeHome.htm Click accept. Click on the files in folder MLA13-00165 Douglas. 1 Anna Bausher From: Kaminski-Richardson, Bridget(DNR)<Bridget.Kaminski-Richardson @dnr.wa.gov> Sent: Wednesday, August 12, 2015 7:11 AM To: Anna Bausher Subject: RE: Reviewer Letter MLA15-00050 Schenk Bulkhead Application Hi Anna, This project does not appear to take place on DNR-managed aquatic land; I have no comments. Bridget Kaminski-Richardson Washington State Department of Natural Resources 360-732-0934 From:Anna Bausher [mailto:ABausher @co.jefferson.wa.us] Sent:Tuesday, August 11, 2015 4:57 PM To: Mraz, Richard A. (ECY); Kaminski-Richardson, Bridget (DNR); Bigelow, Margaret M (DFW);Jerry J. Gregory (Jerald.J.Gregory@usace.army.mil) Subject: Reviewer Letter MLA15-00050 Schenk Bulkhead Application Good afternoon all, Please see the attached documents for your review and comment of this project proposal. The application is for a Shoreline Exemption and Flood Development Permit for the replacement of an existing bulkhead located at Beckett Point in Port Townsend.The existing bulkhead protects the adjoining residences located on the no- bank, near-shore land of the Beckett Point Fisherman's Club. Replacement will be in the same location and size as the rounds with non-toxic timber rounds. Existing associated ecology bulkhead and will replace the creosote timber g gy blocks to the bulkhead will be removed. Please respond with any comments by August 25, 2015. If you have any questions regarding this proposal please feel free to contact me. Sincerely, Anna Bausher Assistant Planner,Jefferson County Department of Community Development 621 Sheridan Street * Port Townsend,WA 98368 Phone 360-379-4454 * Fax 360-379-4451 abausher@cojefferson.wa.us AU e-mail sent to this address has been received by the Jefferson County e-mad system and is therefore subject to the Public Records Act,a state law found at RCW 42.56. Under the Public Records law the County must release this c-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. 1 �^ JEFFERSON COUNTY k4 r'a DEPARTMENT OF COMMUNITY DEVELOPMENT 'tr„,r.v"` 621 Sheridan Street, Port Townsend,WA 98368 I Web:www.co.Jefferson.wa.uslcommunitydevelopment Tel:360.379.4450 I Fax:360.379.4451 I Email:dcdtEco.lefferson.wa.us SquareONE Resource Center I Building Permits&Inspections I Development Review I Long Range Planning August 11, 2015 JANET& LEON SCHENK 4219 122ND AVE E EDGEWOOD WA 98372-2344 RE: SITE ADDRESS: 1196 BECKETT POINT RD MLA#: MLA15-00050 Dear JANET& LEON SCHENK: 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, Anna Bausher Department of Community Development Staff c: File BECKETT POINT FISHERMEN'S CLUB % GOODING O'HARA& MACKEY 242 TAYLOR ST PORT TOWNSEND WA 98368-5717 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment Tel: 360.379.4450 I Fax:360.379.4451 I Email: dcdaco.iefferson.wa.us SquareONE Resource Center I Building Permits&Inspections I Development Review I Long Range Planning August 11, 2015 Dear Reviewer, RE: MLA15-00050 Jefferson County has forwarded the attached application to you for review and comment because your agency is responsible for determining compliance with state and federal requirements or may otherwise be affected by the following proposal: Shoreline Exemption and Flood Development Permit for Maintenance and Repair to Existing Bulkhead. Replace existing bulkhead which protects the adjoining leasehold residences located on the no-bank, near-shore land of the Beckett Point Fisherman's Club. Replacement of the bulkhead will be in the same location and size as the existing bulkhead and will replace the creosote timber rounds with non-toxic timber rounds. Existing assoiciated ecology blocks to the bulkhead will be removed. These blocks currently exacerbate beach erosion by concentrating backwash. Location: Parcel Numbers: 932 200 706 and 932 200 707; Section 24, Township 30N, Range 2W; Site Address: 1196 Beckett Point Road, Port Townsend, WA 98368. Comments must be received within fourteen (14) calendar days or by August 25, 2015. If no written response has been received within fourteen (14) days, your agency will be presumed to have no comments. If necessary, the UDC administrator may grant an extension of time for comment. Please contact at (360)379-4450 if you desire an extension of time or have additional questions regarding this proposal. Thank you in advance for your attention to this matter. Sincerely, Anna Bausher Anna Bausher cc:, lltidema rk\d atalforms\F_MLT_Reviewe rLtr.rpt 8/11/2015 JEFFERSON COUNTY �`;'`°° '''',-,..,• DEPARTMENT OF F COMMUNITY x DEVELOPMENT a ' -' 621 Sheridan Street, Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitvdevelopment "" Tel:360.379.4450 I Fax: 360.379.4451 I Email:dcdDco.jefferson.wa.us SquareONE Resource Center I Building Permits&Inspections I Development Review I Long Range Planning August 11, 2015 JANET& LEON SCHENK 4219 122ND AVE E EDGEWOOD WA 98372-2344 RE: SITE ADDRESS: 1196 BECKETT POINT RD CASE#: MLA15-00050 Dear JANET& LEON SCHENK: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. To fulfill FEMA Biological Opinion requirements, all Habitat Assessments are required to address impacts on listed species. The Habitat Assessment as submitted on July 27, 2015 identifies six listed species (Hood Canal summer-run chum, Puget Sound chinook, Puget Sound steelhead, bull trout, yelloweye rockfish, and canary rockfish). Please revise the Habitat Assessment to assess the impact that this project may have on these species by including an "Effects Determination" to the Habitat Assessment based off of the Floodplain Habitat Assessment and Mitigation: Regional Guidance for the Puget Sound 2013 FEMA Region 10. Effects Determination can be located in Step 4.3 and provides guidance determining if the project will have: No Effect; May Affect, Not Likely to Adversely Affect; and Likely to Adversely Affect. If you have any questions regarding this please feel free to contact me. Please submit the above information to the Department of Community Development within 90 days of the date of this letter which would be 11/9/2015. As required by Jefferson County Code, JCC 18.40.110(3) and (6), if the information is not submitted or additional time to submit the required information within the ninety (90) calendar day period is not requested, the application would be considered abandoned and therefore withdrawn and application fees will be forfeited. Jefferson County Code provides that the Department of Community Development shall not be responsible for notifying the applicant of an impending expiration, thus any further notification would not be forthcoming. Sincerely, Department of Community Development Staff c: File BECKETT POINT FISHERMEN'S CLUB \\tidemark\data\forms\F MLT_Addlnfo_Requst.rpt 8/11/2015 Anna Bausher From: Anna Bausher Sent: Tuesday, August 11, 2015 5:00 PM To: 'Kaehler, Gretchen(DAHP)'; 'Leanne Jenkins'; 'rlumper @skokomish.org'; 'crossi©pnptc.org'; 'Roma Call'; 'stodd @Suquamish.nsn.us' Subject: Reviewer Letter MLA15-00050 Schenk Bulkhead Application Attachments: MLA15-00050-SDP15-00013 Reviewer Letter.pdf; MLA15-00050-SDP15-00013 Project Proposal.pdf; MLA15-00050-SDP15-00013 Site Plan and Engineering.pdf; MLA15-00050- SDP15-00013 JARPA.pdf; MLA15-00050-SDP15-00013 Habitat Assessment.pdf; MLA15-00050-SDP15-00013 Archaeology.pdf; MLA15-00050-SDP15-00013 Permit Application.pdf; MLA15-00050-SDP15-00013 Stormwater Calculation Worksheet.pdf Good afternoon all, Please see the attached documents for your review and comment of this project proposal. The application is for a Shoreline Exemption and Flood Development Permit for the replacement of an existing bulkhead located at Beckett Point in Port Townsend.The existing bulkhead protects the adjoining residences located on the no- bank, near-shore land of the Beckett Point Fisherman's Club. Replacement will be in the same location and size as the existing bulkhead and will replace the creosote timber rounds with non-toxic timber rounds. Existing associated ecology blocks to the bulkhead will be removed. Please respond with any comments by August 25, 2015. If you have any questions regarding this proposal please feel free to contact me. Sincerely, Anna Bausher Assistant Planner,Jefferson County Department of Community Development 621 Sheridan Street * Port Townsend,WA 98368 Phone 360-379-4454 * Fax 360-379-4451 abausher@cojefferson.wa.us All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. 1 Anna Bausher From: Anna Bausher Sent: Tuesday, August 11, 2015 4:56 PM To: 'Mraz, Richard A. (ECY)'; 'Kaminski-Richardson, Bridget(DNR)'; 'Bigelow, Margaret M (DFW)'; 'Jerry J. Gregory(Jerald.J.Gregory@usace.army.mil)' Subject: Reviewer Letter MLA15-00050 Schenk Bulkhead Application Attachments: MLA15-00050-SDP15-00013 Project Proposal.pdf; MLA15-00050-SDP15-00013 Site Plan and Engineering.pdf; MLA15-00050-SDP15-00013 JARPA.pdf; MLA15-00050-SDP15-00013 Habitat Assessment.pdf; MLA15-00050-SDP15-00013 Permit Application.pdf; MLA15-00050- SDP15-00013 Stormwater Calculation Worksheet.pdf; MLA15-00050-SDP15-00013 Reviewer Letter.pdf Good afternoon all, Please see the attached documents for your review and comment of this project proposal. The application is for a Shoreline Exemption and Flood Development Permit for the replacement of an existing bulkhead located at Beckett Point in Port Townsend.The existing bulkhead protects the adjoining residences located on the no- bank, near-shore land of the Beckett Point Fisherman's Club. Replacement will be in the same location and size as the existing bulkhead and will replace the creosote timber rounds with non-toxic timber rounds. Existing associated ecology blocks to the bulkhead will be removed. Please respond with any comments by August 25, 2015. If you have any questions regarding this proposal please feel free to contact me. Sincerely, Anna Bausher Assistant Planner,Jefferson County Department of Community Development 621 Sheridan Street *Port Townsend, WA 98368 Phone 360-379-4454 * Fax 360-379-4451 abausfter@co.jefferson.wa.us All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. 1 Jots_D' QE(d)1 Schenk%!INS1Schenk Brea kwater(44dvg,1 CVR,7/9201512:50:25 PM 1 1. Q e, co Cn 4+ f N-7 m CJ+ ? W N C3QO JN Si tal+ 8z 81TI D D f cm Qm I I I 1 I I I I I I I I I I I I 2-. 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Box 2094 (360) 460-7311 cell `DAfE:7/9/15 JOB No: SCALE AS N01ED SHEET: 4 of 4 PORT TOWNSEND, WA 98368 htandersen®q.com PRE15-00013 Pre-Application Conference Janet Schenk/Beckett Point Fisherman's Club County Attendees: Anna Bausher - DCD Time and Date: Tuesday, May 12, 2015 at 10:00am - DCD Conference Room Owner/Applicant: Janet Schenk/Beckett Point Fisherman's Club, Representative - Quadra Engineering (Jay Ward) Description of Proposal: The applicant is proposing to replace an existing bulkhead. The existing bulkhead is believed to have been built in the 1960's and contains creosote timber piles. The replacement bulkhead is proposed to be placed in the same location (decreasing the footprint of the existing by removing ecology blocks) with timber piles and geotextile to allow water to still freely move between the timber piles. The Jefferson County Code is available on-line at http.://www.codepublishinq.com/ Building Division - Mary Blain: If you have any questions regarding the requirements of engineering for the bulkhead contact Mary Blain, the DCD Plan Examiner at (360) 379-4461. DEVELOPMENTAL REVIEW DIVISION - Anna Bausher: Land Use: • Zoning: Rural Residential 1:20 • SEPA Exempt under WAC 197-11-800(3) • Archaeological and historic resources (JCC 18.30.160): Project is located in an archeological zone, extra steps will need to be taken for the project. An archeological survey will be needed and application will be forwarded onto the Washington State Department of Archeology and Historic Preservation (DAHP). DAHP may have additional requirements for proposal. Shoreline Master Plan: • Shoreline Designation: Waterward - Priority Aquatic, Landward - Shoreline Residential • Application must comply with Jefferson County Code (JCC) Chapter 18.25 - Shoreline Master Plan (SMP). The proposal would need to comply with all applicable sections of the SMP including: Critical Areas, Shoreline Buffers, and Ecological Protection (JCC 18.25.270); Historic, Archaeological, Cultural, Scientific and Educational Resources (JCC 18.25.280); Vegetation Conservation (JCC 18.25.310); Water Quality and Quantity (JCC 18.25.320); Fill and Excavation (JCC 18.25.370); Structural Shoreline Armoring and Shoreline Stabilization (JCC 18.25.410). • The bulkhead will need to be documented as being established prior to June 1971 when the Shoreline Act was adopted. Normal repair and replacement of existing structures could be permitted as a shoreline exemption under JCC 18.25.560. The proposal must be within a comparable size, shape, and location, and must not cause substantial adverse effects to the shoreline resources. • Demonstrate no net loss of ecological functions. Indicate information of where supplies and equipment will be stored. Any disturbance of vegetation or ecosystem around project must be restored to existing conditions, although enhancement beyond is not necessary. (JCC 18.25.270 and JCC 18.25.310) • Materials that may come in contact with water shall be non-toxic. For any materials or fill proposed to be used identify the clean source and characteristics that it is non-toxic material. (JCC 18.25.320 and JCC 18.25.370) • Bulkheads shall be located to tie in flush with existing bulkheads on adjoining properties, except when adjoining bulkheads to not comply with SMP. (JCC 18.25.410(7). • Requirement of concern: per JCC 18.25.410(4)(b) existing armoring on vacant lots is encouraged to be removed and new armoring is prohibited. Critical Areas: • This proposal for maintenance and replacement would be exempt from JCC 18.22, per JCC 18.22.070(6). Critical areas regulations are adopted by reference in the SMP per 18.25.060(1)(c), proposal shall still comply with SMP. • Frequently Flooded Areas (FEMA Flood Area) - The proposal needs to comply with Chapter 15.15 JCC, which includes addressing federally-listed species for compliance with the FEMA Biological Opinion. For any work that will be conducted in a mapped FEMA flood boundary, submit a Habitat Assessment report based on FEMA requirements (2013 Habitat Assessment Guidance) or a permit issued by the U.S. Army Corps of Engineers. (JCC 15.15) Application and Fees: • Complete Shoreline Exemption and Floodplain Development Application includes the following: o Permit Application o Site Plan o Development Drawings o JARPA o Habitat Assessment o Archeological Survey (prepared by a professional archeologist) o Stormwater Calculation Worksheet o Information which will demonstrate compliance with the code such as narratives or photos, to demonstrate clean sources of fill, nontoxic building materials, and bulkhead existence prior to permitting. o Fees due at the time of application: $565.50 ($546.00 for shoreline exemption Type I; scanning fee for $19.50). Additional review time over the base amount is charged at $78.00 per hour. • Building permit fees are in addition to the land use/zoning fees listed above. • Contact Sally at 360-379-4452 to schedule an appointment for submittal of application OTHER REGULATORY/LAND USE CONSIDERATIONS: • The proposal will be sent out for review and comment by other affected agencies per JCC 18.40.120. • This project will be reviewed by the Washington State Department of Archeology and Historic Preservation. • The project must comply with the Shoreline Management Act and may need approval from the Washington State Department of Ecology. • The project may need a permit from Washington Department of Fish and Wildlife. • This project may need a permit from the Washington Department of Natural Resources. Please contact this agency prior to submitting to DCD (see attached). • This project may need a permit from the U.S. Army Corps of Engineers. This agency has jurisdiction over waters of the U.S., including wetlands, and issues permits pursuant to Section 404 of the Clean Water Act. JCC 18.40.090(5) Assurances Unavailable. 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 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. Chapter 5.Alternatives Analysis START HERE Yes Drainage, Vegetation. _.-. --.411101213011110.- Other WAN No Hard Armor Low High Feasible Present? Risk to Mare Landward' V Yes Yes •,...No Reocatiot and . No Bulkhead Bulkheal Mod - Removal,if Removal Lo present -Mo w d I No Yes High Hard Armor Feasible Relocation and to Mon ___Yes._.___ _...._ ,r Bulldnead Landward? Removal,d Hight Low No Veryhigh - Hard Armor No Auriga Low Mod V Beam No Action,Beach _, Beach Nourishment. Nmrirheent Nourishment,Large `-' with drift sill(s), Wood dd 1 or Hard Moor Mod illeDrift or illo. Bluff >300ft c 300 ft Beath Nourishment W with drift sill(s)and Swash Had Armor vegetation Low 9Projett Length -- c X300 f't 300 f[ Mod-High Had Amcor or Beath Nourishment Relocation Figure 5-11. Decision tree for identifying appropriate design techniques for a given site. Read top to bottom. Refer to site and coastal processes assessment data,Table 3-4 for risk,Tables 5-6 for wave energy,and 5-7 for backshore width categories. Marine Shoreline Design Guidelines 5-16 • 1 U.S.Department of Homeland Security Region X 130 228th Street SW Bothell,WA 98021-9796 .. i Ei ii i ,,, r 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.ecv.wa.gov/programs/sea/pugetsound/bui l dinwlbulkhead.hnnl In addition,The Pu,=et Sound Nearshore Ecosystem Restoration Project 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://fortress.wa.gov/ecy/publications/publ ications/1 006003.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 98021-9796 0 FEMA 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(MHH)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'h Street SW Bothell,WA 98021-9796 FEMA 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.fema.gov/national-flood-insurance-program-endangered-species-act An interactive decision tool for identifying alternative bulkhead construction methods for lake shorelines that can be found at: http:/!wtivw.govlink.orgIwatersheds/8/action/GreenShorelines.'Design.aspx 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.govi dpd/cros/grouosipani@pan/documents/web informational/dpdp025742.pdf The National Oceanic and Atmospheric Administration(NOAA)provides a website ,hat introduces alternative shoreline stabilization methods for marine waters at: http://coastalmanagement.noaa.gov/initiatives/shoreline stabilization.html U.4 Department of Homeland . Security Region X 130 228'1'Street SW /.,rte Bothell.WA 98021-9796 FE ,4 MA ,., 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). III BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S FLAT GOVERNMENT LOT 1, SECTION 23,GOVERNMENT LOTS 2 AND 3,SECTION 24, TOWNSHIP 30 NORTH,RANGE 2 WEST, JEFFERSON COUNTY,WASHINGTON • ' i z 3301 ©� . 4011, H- - ci ' »32 BP]4, N10O31535 4 © 6330 F•313OK321 9937 ®© r38 TRACT A 4tIttp, ©�d� TRACT B a awn 0 100' 200' ® L� 9339 WETLAND SCALE. 1" = 100' d 79B9I ACRES E Fr. B9ze ,0. ©©Q ' 9J ACRES n 0024 _ WETLAND BP10 i 2,996.) SO. FT. QT ACRES Ilt©®Q W� . BP, wz] !PQ B918 r ® oAu © OP12 BPI1 .. 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O�YCIS1rL}7 -6933 40051560 113818651 midiso 3 uk PM^j :1 3134 40012521 1130116.91 1111 jpJ�t.CL#JFd�� II_: 087]6 400149.1) 11381!65] jtL1OL.1.01 :6. 873/ 100288.)2 1157965.85 ¢♦ 11 :I`'.1- -0739 40142.48 043)959.01 399933.19 113638128 0339 100113.08 t134Be315 `[L II '.1 9040 100052.00 113/155.41 9911 399981.96 11])/5166 Pt** I 113032&'8 0912 399933.30 137640 0 � 9924 400002F1 113:/: BP13 3999/190 11])68809 • L:JJ('� 5�'L:�+!1! 6'11 J399/649 1/3/65926 I 1. BP15 349058 60 113)61020 11]8)03.3) BP16 39983989 11]461505 624/ 939tl v 013161/19 6327 400004.74 1/3B16U9 0846 3991]4,21 113/6019/ 6'21 400002 21 139/1020 0949 399709.95 1137585.1 8. 67 25 399995.54 41389.66 BP50 399642.)4 11375)2.11 cub 104 NOTE: L+ WETLAND LOCATIONS IN TRACTS A A 8 PONT F BECKETT POT $S '\V stSound FISHERUAN'S CLUB ASSESSOR'S PUT AS RECORDED UNDER OW Engineering, Inc 3 s'o`_8 NtII46... ..,) 532120,RECORDS OF JEFFERSON CWNtt, WASHINGTON. 11,44 we'..09. 7.40831.a 0104 ` Mm,1330)624-3770 Fa(160)471-4031 . (-md n,Fae9.,0W9a4 MT//.••.'x/"4Y.olyw 1 JOB NO 1555 11144043 'B SHEET WETLAND °� .*..A11� I IIIUIsINIIII1IIItIIIIIIIIII it IIIIIIIIltr,5 0 -- - - _- -- VOL/PG BECKETT POINT FISHERMAN' S CLUB ASSESSOR'S PLAT GOVERNMENT LOT 1, SECTION , GOVENMENT LOTS 2 AND 3,RANGE 2 W ST,JEFFERSON COUNTY, WASHINGTON TOWNSHIP 30 NORTH, GTON • ASSESSOR'S AFFIDAVIT: I JACK WESTERMAN ILL DULY SWORN ASSESSOR IN AW FOR THE COUNTY OF JEFFERSON.00 HEREBY,WITH ME . PERMISSION CF TIE JEFFERSON COUNTY COMMISSION.REQUEST THE FLUNG OF THIS PLAT TO BE KNOWN AS FVC P' 'EMMETT PONT FISHERMAN'S M CLUB ASSESSOR'S PUT.I AFFIRM THIS PLAT IS TO BE FILED FOR ME PURPOSE OF . DON MEET Of PARCEL NUMBERS MID CLARIFICATION OF TINE LOT OWNERSHIP W BECKETT POINT FISHERMAN'S OLIN ASSESSOR'S PLAT AS PER RESOLUTION NO/D.O-YL_AND AS RECORDED UNDER AUDITOR'S FILE NUMBER _< $)a 515/5/J�.T—RECORDS OF JEFFERSON COUNTY,STATE OF WASHINGTON. �aP T! QUITO Mls_ r OF ��A-€_20 o B S� CAPE GEORGE RO PORT K RFSTERMAI IN,ASSESSOR ®TOWNSEND JEFFERSON COUNTY ASSESSOR O)ILIPER Trt PENINSULA EXAMNED AND APPROVED Mrs 2O SAY OF I'VE ,20RS 1 r.1/,•._,L ,/ - . :...i iii _� FERSCN COUNTY ASSESSOR PERU JEFFERSON COUNTY A""- BECKETT POINT Agotor 0 ASSESSOR'S FLAT .....4‘.......\._ JEFFERSON COUNTY TREASURER I,yTJ((d.L1[L1�FtP1�6S MfASURER O.UFFASON CWNTE WASHINGTON.HEREBY GERTiV TUT ALL TAXES AND/CR ASSESSMENTS SUE ME PAD W FULL UP TD AND 11 HO gliiik 1 INCLUDING ME YEAR]O.:$ I .;. CAPE GEORGE RD r.gi „ N L SON COUNTY�o Sip � IOi .ECF SCN COUNTY TIRE GI r NOTE: THIS PURPORT IS FOR ME PURPOSE OF DEFINING THE BWNDTH E5 CC LEASE PARCELS(LOTS)AND HT DOES NOT PURPORT TD SHOW ANY CR ALL ENCROACHMENTS BETWEEN THE LOTS OR INTO THE PUBLIC RICHT or WAY THE WATERSHED UNITS OF LEASE PARCELS ABUTTING DISCOVERY BAY IS NOT DEFINED. CORNER MARKERS WERE SET IN LOCATIONS WHICH PROVIDE CONVENIENT ACCESS AND PROTECTION FROM TIDAL EROSION. VICINITY MAP WW1 DIFFERENCES IN ME LOT DIMENSIONS WERE FOUND IN COMPARISON ROTH THE RECORD OF SURVEY RECORDED UNDER MN MINN,RECORDS OF.EFFERSOR COUNTY,WASHINGTON. N.T.S. MINN, ACKNOWLEDGMENTS DIMENSONS SHOW 04 THIS PLAT SUPERSEDES DIMENSIONS SHOWN ON SAID RECORD OF SURVEY. �' ... OTNATURE OF BECKETT POINT /! 1 COUNTY Of JEFFERSON HEALTH DEPARTMENT NOTES: I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _KC A /14.Vd6✓ NO HEALTH DEPARTMENT REVIEW OF ME SOILS OR DOES HAS BEEN COMPLETED FOR M5"ASSESSOR'S PLAT'. SIGNED THIS INSTRUMENT,ON OATH STATED MERFFO TO NO OBTAIN A SE IS OVEN ER NOR IMPLIED AS TO ME APPROVAL HAS SBUTY OF THE PROPERTIES OR LOTS BEING /� TO EXECUTE THE INSTRUMENT AND AIXNOVAEDGEO IT AS THE TREAIEO TO OBTAIN A SEPTIC PERMIT. HO REVIEW OR APPROVAL HAS BEEN OVEN.NOR SHOULD IT BE INFERRED MAT yy/SHE)YUS /aA�TKPoETE,D THAT MY PROPERTY OR LOT TALL BE ALLOWED A COIIECTOI TO THE COMMUNITY SEPIC SYSTEM BASED ON THE O/Y GV APPROVAL OF TEL REGULATORY PLAY. ALL FUTURE PROPOSALS FOR DEVELOPMENT SHALL MEET DESCN �j�yert POOR F,S a/MM/J CILJb TO BE THE FREE AND STANDARDS AND REGULATORY PEONREMENTS IN EFFECT AT ME TIME Of APPLICATION FOR A SEWAGE DISPOSAL O f�'^„ PERMIT. 5{X)H PAM FOR ME USES AND PURPOSES MENTIONED IN THE INSTRUMENT." APPROVAL THIS'ASSESSORS PLAT'SHALL NOT NOR OYCIUN IN ANY WAY THE REGUIREATENTS LISTED IN VNE WASHINGTON ADMINISTRATIVE CODE AND/DR THE JEFFERSON COUNTY CW AND POLICIES THAI REGULATE $a SIGNATURE OF ON-SITE SEWAGE SYSTEMS. 9\ iv NOTARY PUBLIC!106 .1v5=— i. §§§ CCC PRINTED NAM AI.o/Ey •VIER LAND SURVEYOR'S CERTIFICATE d''; TTE MOWN/ — 1 HEREBY CERTIFY THAT THIS ASSESSOR'S PLAT OF BECKETT POINT FISHERMAN'S CLUB IS +'S � MY APPOINTMENT EXPIRES % L'/o9 BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTIONS 23 AND 24,TOWNSHIP 30 NORTH.RANGE 2 WEST, W.M..THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY IA THEREON; THAT THE THE LOT AND BLOCK CORNERS HALL BE STAKED CORRECTLY ON THE Ab E j GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE ) PROVISIONS OF RCW 58.18.010. •LEGAL DESCRIPTION fl NOY ' E /' GOVERNMENT LOT I IN SECTION IJ,TOWNSHIP TO rvMTH,RANGE 2 WEST,W.M.EfFERSOR COUNTY,WA;ALSO THOMAS E.BATTEY,PROFESSf AL mYERW ANT LOT 3 IN ACTON 24,TOWNSHIP 30 NORTH,RMO 2 NEST,W.M...EFFERSON CEENTY.WA.ALSO SURVEYOR. CERTIFICATE ND. 30425 217 WILUND ENGINEERING 00VFANMEW LOT 2 IN SECTOR 2N.TOWNSHIP]0 NORTH.RANGE 2 WEST,WM...EMERSON CONTY.WA;ALLso 21]IMUVINS DRIVE SW.• ME TOELM05 CF THE SECOND CLASS.STUAT:IN FRONT OE,ADJACENT To,OR ABUTTING UPON THAT PORTION O PORT ORCHARD,WASHINGTON 98366 LOT I,SECTION 23.TOWNSHIP 3D NORTH,RANGE 2 WEST.WM..EFFERSON COUNTY.WASHINGTON,A5 MEASURED PHONE: (380)B]6-3]]0 ALONG NG T MEANDER T N LINE AS NDFR CS A, NO'REST ,I THE NORTH MEANDER COINER ON THE EAST NTH A SAID WARTS TO 23 AND PLONI MEN¢AMIDE � {B'REST 6.15 CHAINS,SCUM 37"WEST 25 OHAWS MO SCUM 6.00 LHNHS i0 M AN¢E PONT I W SM MEANDER ONE THE TERMINAL PONT of TINS DESCRIPTION. RECORDING CERTIFICATE EXCEPTING THEREFROM THOSE PORTONS AS CONVEYED To EFFERSCN COUNTY FOR ROAD PURPOSES BY DEEDS RECORDED UNDER AUDITOR'S FILE NOS020ee AND 135690.BOAR RECORDS Q JEFFERSON COUNTY.WASHINGTON. FILED FOR RECORD AT THE REWEST OF JEFFERSON COUNTY THIS;Zi' DAY OF A.SITUATE IN THE GDINTY Of JEFFERSON.STATE OF WASHINGTON. F.r!Ik4__ 201)..16.- AT__J3._ MNV�'�UTES PAST IQ_N1J. AND RECORDED IN VOLUME ____,F____ OF PLATS.PAGE(S)_�A-- RECORDS OF JEFFERSON NOTE COUNTY,WASHINGTON. TRACTS SUBECTATO THE BY-LAWS OF WBECKETTTT PONT RSNCRMM'S CLUB AND LOCAL LANE USE R[¢JEATOIS FUTURE 'U5 '-„' ` / JEFFFVERSON"C`OUNTYY AU-OO OR NOTICE TO POTENTIAL PURCHASERS o RECORDING N0—_535�/G _ _______—_— ME HISIONC BUIONG LANE IS .\ 0 FOR ME STOREUNE SETBACK GREY ,�q/3 SETBACK NOTE 1lVest Sound GOVERNMENT LOT 1.SECTION 23,GOVERNMENT LOT'S 2 AND 3,SECTION 24, TOWNSHIP Y Engineering, Inc 30 NORTH,RANGE 2 WEST,WILLAMETTE MERIDIAN..EFFERSON COUNTY, WASHINGTON. V1 HISTORIC BUILDING UNE SHORN ON SHEETS 3-IT IS iOLNWOLON NM6WN W NW JOB NO 1 555 y DRAWN PER AERIAL PHOrocRAPHS AND WAS NOT nowIN NON OTIMATMeln SHEET 1 OF 15 o' LOCOED BY SURVEY PROCEDURES. HNAVUMerglowWea NNIINN,,,N1rn Nm Iii IIUIIihllill ii if��lUNloiilw3m VOL/PG BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S PLAT GOVERNMENT LOT t, SECTION 23, GOVERNMENT LOTS 2 AND 3, SECTION 24, TOWNSHIP 30 NORTH, RANGE 2 WEST, JEFFERSON COUNTY, WASHINGTON / N �A, 00' �QP9;� '9V.A-Yn.�,`` /�I SMUTS;�� `�v'rr f pl 11 4 1.1�� /ild 0 200' 400' �� � �q#4 GOVT LOT 2 SCALE: t" = 200' jf' 01 yM�(gehr ? SEC 24, TWP 30 N, RGE 2 W to'' /' �FJy Iii; /IWAY HEIGHTS .; W_3 9CET Q .2, .- GOVT LOT 1 �4'4 ,�/ ' ,5-2,.,c 3„...\.,., 0W,P i_i.:-I_3 0 N, RGE i.2 ll l W 1i E,.. / , ' 111 ' " %': - ' SOUTH BEACH ANNEX .�'"'� BECI(ETT POINT 1 ; • ;iII, ,rya,.. ."kICFT.v. .�.W BECKETT POINT SHEET INDEX MAP DISCOVERY BAY • SEE SHEET 11 FOR SECTION BREAKDOWN AND BOUNDARY INFORMATION • SEE SHEETS 12 THROUGH 15 FOR DIMENSIONS OF TRACTS A THROUGH E AND H • SEE SHEET 16 FOR CENTERUNE DIMENSIONS OF BECKETT PONT ROAD OWIREWestSound `,,,, ,s. �0 0 Engineering, Inc • .°'p�, ,, __ w�r.,n,sw,.nm ,,l■ 04 cT iuga urm nmi ersmn �� q JOB NO 1555 u ' `7 • SHEET e SHEET 2 OF 16 �N"`�'ro. IIH IIIIJiIII IIIIIIII11plIIIIIPJIiIIIiiiS 5 ?®M •VOL/PO BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S PLAT GOVERNMENT LOT 1, SECTION 23, GOVERNMENT LOTS 2 AND 3, SECTION 24, TOWNSHIP 30 NORTH, RANGE 2 WEST, JEFFERSON COUNTY, WASHINGTON SEE SHEET 4 OF 16 / •; 10 / 9 S e '''''%.61!12.'''''%.61!12.l 12. 1/ 8,4, 8 P 43 O P ,/, P HISTORIC �,� GO�� BURG i., P 8 4: DISCOVERY BAY 3NE ,g e �" • tff'K. `6 7 ro.F 8ti s a6'� so- /s 6 'F ad` 1 ��� / /� e ,, •a6 X39 • $ / �9�' • 1A �,$. 'O'F 8 u F `b. 0.o / .11 F e, 5 ��'� 2A S'b. F G P / 3A • 0 30' 60' �� �� / mi 3.py 8 > y0a� ,,,3*%i QO / /' e e, N K 'q 4A aC, ,e V 69 _P SCALE.' f" = 30' '" ya - Y . ' C ',.;,-.k,,,. 510 r--'\ / } e }e, 2�°+o.F ' 17341` HILL PSARIO- .% 95Z�. J 1 1f ...1.41 'P� P •/ • I 199. 4.1Y n 'e, "} a to9.e9 67 q .S / f R... C,gt / % 4 i9 Atr�9?.13 C 2 °J1_i4O.2j.e 11 43/�• / e 7 f's .A.,..1. � Q 5'oi i`!� �� 'e9 UO A.0 a? 2� •\ 00• .e2, / R��a�hb•<.' 1 / sh2' TRACT "A" \'%. o P ci61 LAGOON AREA `/- oP'Q?. aeg5l °'39 err, COMMON AREA 'd?�y, N. r 2. `rqi \ • e0"91. 4o- / 2j'2 e � 0NC / CURVE TABLE UNE 1A8LE y CURVE LENGTH RADIUS DELTA 191E 1aN61M BE6aNG u xla xslva9w / 2 50.15 30.00 9655•16• 11 1].35 5471'II'E 52/ C2 1594 22.50 5019'19' C3 19.3{ 21.50 $5'15'18' Q CO 8.32 22454 Ivf06' OP CS 33.85 150.22 1136'56• / C6 3.61 254.54 0'5129' .69 / C7 6 150.22 Y33'01' C9 8.69 150.22 21'10'14' `2 C9 22.23_ 506.44 5100' ,y 010 1212 306.46 1110'56' V 011 7.59 306.48 1,5537••A'/ G C12 2.59 506.44 1•5'96' 77 C13 1162 •1.50 14638•15' Q CIS 29.45 41.25 39'31'19' Q C15 13.00 50.00 1132'12' C16 321 50.00 349'26' ..50/ 0l/~� 110 7.50 5000 8'6'00'017 7.68 50.00 C, 6'3 C15 11.39 35.00 14•/6' �� C20 14.97 25.00 521124' C52 9.87 57.50 950'02' C53 5.33 42.50 21045' ' C67 1626 50.03 1656'16' yy Il estSound SE O C113 31.98 221.54 6• •22• 9f 491(.2a _^ r 0114 25.96 150.22 951'35' Engineering, Inc ,• 1' ' W / C182 12.61 30.00 515410 rtnOM ,v,0w94s 6064 4 I*:4 / 0183 32.94 30.49 6254'10' 615009 1bg111u>. yM.�• 1184 32.30 296.46 629.30 w+666sesym 1q/1666.9sY9Mpmn j,01�. \ T CI63 1930 166.16 3'51'31- V I JOB NO 1555 �It •/ SHEET 3 OF 16 ,�°' 1"0 SEE SHEET 7 OF 16 • , IIIYII1115I1I,II,I1III,IIIIIIIIIINRIIIIK51 7., VOL/PG BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S PLAT GOVERNMENT LOT 1, SECTION 23, GOVERNMENT LOTS 2 AND 3, SECTION 24, TOWNSHIP 30 NORTH, RANGE 2 WEST, JEFFERSON COUNTY, WASHINGTON N UNE GOVERNMENT LOT 2 SEE SHEET 2 OF TO CURVE TABLE CURVE TABLE CURVE TABLE CURVE LENGTH RADIUS DELTA LINE TABLE CURVE LENGTH RADIUS ULLTA 0100 33.07 337,66 CURVE LENGTH RADIUS DELTA UNE L011010 SEARING C50 16.]s 5000 _19'1x19 •, 0101 33.43 337.66 3'40'20" CI) 1].82 12-`50 18'38'16" L2 12.35 N29'S1'11"L, CSI 19.27 57.50 19'1219' 0102 30.01 33].66 5'05'34" C14 ]2.16 32.50 1457'14, 6.3 356 55633'14"E 052 007 57.50 95007' 9 0103 16.08 32.50 31'52'36' C15 13.06 SOaO 11544]' 14 6.40 539'44'16"( 053 533 42,50 ]'10'45' 0104 2.00 17,50 6-33'19' 017 121 50.W 510'28' LIS 6.70 669'1]'51'( 024 50.55 27.50 105'1913" 3 L105 24,45 25.00 560130 087 3.66 50.00 81610 L16 9.80 N20'1Y06"E C55 10.40 217.62 1,1'. 21 0104 14.03 25.00 3209'09" 010 7,50 50.CO 6.366'' LII 6.49 N207 J'f6"E C56 6.62 20]50 9'41' 0107 10.43 x1.00 x35]'21' ���I � C07 48.09 207.50 IJ 44' 0100 31.33 388.31 4'3722' 0 24 97 2 00 7 Or 221 21.51. 92.50 131926 056 28.33 207.50 )' 'IS' 0109 31.75 30031 1'11'01 107.50 1579'10- 2-R. 059 8303 207.50 22' '40" S C109 31.01 398.31 4'3413" ® 37.30 20.00 11031, G 7. 4; 096 16.26 5000 10' 16' CIII 30.46 ]88.31 4'29'50' 096 14.06 57.50 Iti '45 4 0112 10.10 380.31 1'20'26' C11 39.62 21x.12 Ifil642 Q P $ .? ,.. 097 12.23 50.00 14'00'43'n 0II6 15.3)" 380.81 2'58'41" C23 19.81 216 2] 5114] 7510'4 �� 4 ° 090 10.39 47.50 104732'..' C117 16.15 1100 62'58'51' C26 9.10 CO 5. 101'1)10 ��� O$ ,y f�) C99 4,87 337.66 O1T32"0 CM 0.12 22.50 Op'18'4$" 027 fist 750 I� 4-• y+ / r2 >?°.o• 00 15.60® 04) b °' $. 3z.50 /� ,5T y./ �' ?o. 13 f• 9 C.32 1471 92.50 9'07'00 P / 0 4%5, a'. 159 100.00 90700" 'f 4r 047. 7L�pi5 G3 o/ / ro. 17 f / C31 9,91 10].50 __v�}p LQ 1 ®� 10).50 teaMEN \\ ` �^g 3, f/ '� �i '0 �� x00.00 \, v •/ 9A 4.- "F'•' 4.1.4:,. ® 2.68 200.00 O °• 30.0 x00.00 \Q °71Q. •'Q `1, �`•® 1418 277.30 1613.1!- .' 1 L> 1,j0• V r ' P < 14 `' 11.95 27050 SG31s f(q3 '} 1O �� y a 36.77 262.50 zr s P pi �' '&.� ��7}�!}.T� 4 , 9 C.) 0 • / ®M 6221 a' 15 A°.f ',,,4 �Q'3'44 - , of M1,7. '1 any cl 1r ! � / a j 1 a � , ap� U9 1435 1250 181419' / 14 - ; � 1� fg 1 . � ' C.) s o> .6i 11 "'°6J': a f / e . o/ / 0 IPA ta al c' eP z/ 13 f 4 �,%. a1/� v'2 s trio 10 %,..4j a �` '/ 0 +a. f K.e V t 4-•P /j 1G f Yp �11sL` 9 ° , I / 4,.4-, h7• / `HIS1ORIC>?a`b. ?�y 'Lp� Q a'`S. °qv,2 I ,Oy,1A .9 / 5 / BUILD >w +0'1• s f » .- ds ' UNE 11 f P ,p. luli \\l 8 rods et., u / eO' tPti °a f S 6 �� /4/1'S n ° 7 10 ajof f 7 `6"a ao S 6 y. J 4 9 f . e. f 9.8 \.,, 0O/ NO 4,Y ; 5 �is'vw a g, 0„,,,,, pO 3:/ 4 a e> ti P� a: To. 3 rq ' R -. 2'3 8A -4�: yy? Q\te '7 •I•aY'. f s. .. , 'C� 7 a / 2 l 7. s e> B ^4. .4 3 `f0?sue. a fl9i ,/ 1 / Q 1 •I a 1a. . ... L 'P 1 J RI' f 'a'4 4 /�� / 0U $ 1 -0"•ryfi�°o 4',.. a`1.. J. 4e in '.. , .L� `y, m i ■ g 'v �5" S. 19 A,i A ■ 4'15,1:4,,3A f °'. '''`3+� 105''0 •. Jb W q`B p 90� '334:/ ' , Sl' TRACT "0.6 1 4A ''''%,,, °° _04 1- 3 COMMON AREA a 0' lei 2a -°fir Ix TRACT "F" 'o'' 13�• 0 30' 60' s.'�' o �'- e• COMMON AREA Lq \ SCALE 1" = 30' ■ ,p.?/ PO �N T (- . 'VVeStSOUnd ..SE:.: o e. 1 A �'`' Engineering, Inc %i°" "q . �.0 . ph J+�•yFl 1 ' ` ^ .9 aR/L 9 WW g g„�1,N •_�,: i.-_ v a." :' 'P N. u 4 O roL M 4,1«6.6. T•, \c3 ? + 'J &': N7 a 4 ,Z• TC, moziuwasmn r 7m1nwN Fy -o -A Qe ; 2 ^ ry" .1"6114/1,,X./5.-;�f B•C. 'rO9 '1.640+Mn.9.,AVm kv]/•..n'. mn '`-, 4 vY 8.1 3 \ , JOB NO 1555 c'7p x 1� SHEET 4 OF 16 i' •//Z4-0 ■ OF 16 WS=2-3-Co7o IIIIII IIIIIIII IIIIIINI1 1I IIIIIIIIIItI llu II 535320 -- -- --_. VOL/PG BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S PLAT GOVERNMENT LOT 1, SECTION AN 23, GOVE W ST,JEFFERSON COUNT TOWNSHIP 30 NORTH, Y, WASHINGTON BUILD IC SEE SHEET 4 OF 16 LINE ' / A. � s .+ s x ° a0 O- A � j � c,,` P y ...y. J ° eA °o �P a? ILL PARK Jc >a�f Jt s ?g Ay f • d/ jl;i 9 ct P¢ ;i /$ ■ F � 4 a Ps ? J 4* a 72,- SETBACK 2J, G M1 ,/ p ' , a " � . b ,0 LINE 8 4,,e. aa. c.0 S /� d f�OtO• 6dE ^Pry 1 a fr{J' t°f t i , A ,-S` / W s f 'P' 05119);06 a Jo ;, s LD 1A i°,.w. ,A �6yM1 s 0 //„ e°a 2' �. y O >,°< 2A ,, f a6 4- a s �y M 4.°4p f '''. '-x,1.]9 i 1, %. n . m/. H .S .y 3A tt f J°t. 'S;96 j�u" 'f s w y 7 W ° /3 W r' 4,.P.. ` *46y. OLYMPIC VIEW p 'e 'g TRACT "G" u=i 4A g COMMON ARE / f `.. IQ IA \ o W a •,, 5' 610#t r,1' ° s,°>• TRACT ..F.. q o En '°'y" 93M1 4V 'T „ COMMON AREA- a Q� En •t f A, 6 64 .kq .`...°, v Q `3 ". O 30' 60 5A r / .00 Tn9 \ a n SCALE: 7" = 30' tiry E 9 •EgOP A. A p0: 3h n i.? •('i9�''`l" 1 E a tRj/i O �S\ / g�rk TRACT ..H. a6 a�JP g,. a c 49� O 1\ / q.=g= COMMON AREA ? 2 .A 3 f f 09p m �:N v... N r 12 1� �Ly4 a.v a F ' °pv. 'AA.ao. SP •- O �, E 1`840./°2 r. x ?°.4i, ti 4 °00.%\q/.. ', a 'x °j`4 .8 M 6 <ot„.M1 1 9 O 0 , a� P :s�yi to ' � �� ?ym g�d. E J`,vL /) ( N-a%o (,Ail a6' � 6'4C:11,.>_ 2',,f 4112 DT yo a^ ' 471 S V a \°'7 ? g M15 �'P i ,' v �Nl `v$yi E' sr A J2, 66'yM1 yy e i0.°4 aye x p N f )>. \T CO Q' a9 . 3O; . / j0'STI6T N °0 0 /l t• Gil/ 60 z 3j. CVRVE TABLE \ \ L26' d 2y N y+4y1E CURVE TABLE 36 ��` EANI CURVE LENGTH RADIUS DELTA CURVE LENGTH RADIUS DELTA 9 4\' 6 P5 C54 50.55 27.50 I.19'1- OAO �� N 69 x758 30848 53501' 129.29. ,,. - HWA EIGHTS l� 0.^ ,3 I y CI 1 )59 306 48 1.25.1...5'.• C56 1309 203.60 1'51,1• 30j CQ: HQgW C12 3.82 302 50 0 C5) 2809 29.66 12'03,0 D° ,d,„;,. N 0.) C14 13 82 ,2.25 39'38'24 159 83.83 029.,, )'55'00' Rp3' 64 159 8].03 x0,.50 3x'5520• 1.-t65.39' a q -N 660\'1 1,5 2825 5000 39'31'x9• COO 22.35 51.62 ,',B' C 13.96 woo 4.r_'47" 65.63 �t,`E `'Elp) \/:. , w .°MOE 5zD ��}36I 2918_�® ^:� LINE TABLE `3 E\p)60 00®�� ®® 5800' S'n ®®�. �I 0`-. 7 N c, of IIIMINEEMONI C65 x6.24 5)50 ,� 4 r .!, N655 C10 24 97 zS 50 00 S),3 U9• Coo 9 20 115° 1110•111911111111130 ffia 13 ,E rO,l C21 x08 9x.w 131426 169 3x10 ,w 60 ... ���1)i�E _ 122 2500 07 1x01 C)0� ,50.60®. ® ].62 aC,Ji• O'4 � 9Q n EL6) 1239 C)1 3,.21 750 60 21256 2.00 •j. 6, C\P i y� C22 59.62 2,0,2 16,8,x" C1 30 87 750 60 21522• �� 1�l 4A, a 3,6.6 y1fi C15 1961 x163) 5'17'5 a C)6 910 5.00 10 2,),0 C)] 6.99 250.62 015•l'f1 �� ,,,,,„0. )� 6 C7 6.51® 1.0' C)2 2695 x5fi.5x 6'.111' ���.�3 `bo• N y •EI y ®® 3172'1x'® 8 ° >' 1 ELp) \ J III�� 5.00 73042-I®®4 B 765 60 513 5." 1321 /1111=7=ii 2®0� ®� � '0. + fP69 so 0 10 115.91 100.00 °ti"' cel 31.69 7560 1,813 SEE SHEET 6 OF 16 01.7 2w C31 1]69 39650 9.1370'- 33.32 16560 219 ,...........�„w......,60 8 6 035 9.92 10/.50 5,681 C8, 50.48 )65.60 21)12' C36 0.16 10).w 3,696' ,2• i6 _ eStSound .52'r'T pq o 136 x0.36 moo 5'.9.56 16] x968 7,32 6,5'Sr Engineering. Inc •'41 5`; .-0 0.139.•333 200.00 922® 3.38 )5810�f>L1p 0 ib--' 6' 206w� 906� fon •0.1:,.04 .sew • \ G, -NM 15}3 II,Y.rv,1,u Ir>e,3760,1 s.ra•.I , •Ug 2)).50 20 00 2,',9.0.• lwtwnMeYeWLU^ wV//..•,^Wm^'9m° wI 1e 95 z6 SO 3V5, 1' 2 p00 19° J03 NO 1555 u1 358 29z.50 ®'® 460 122852' ®� 210w ]).50 ∎•, LA1N 222.x1 �•. C44 1293 36x.7 n:2' SHEET 5 OF, 16 145 29.)) 262.21 6'30'1' '1....- . ..................n' IIIIIIIHIIIINIIIIIIIIIIIIIIIIIIIi 5 05._ Von,,G BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S PLAT GOVERNMENT LOT 1, SECTION RANGE 2 LOTS 2 AND 3, SECTION WASHINGTON4, TOWNSHIP 30 NORTH, SEE SHEET 5 OF 16 r A \ / e Y / 'ktJ... t� \ / 3 3 �'? 40 -P PO ;: ,„,11 n a a�lq TQ :co■ L.,: j'AA ')4i e \ 42,',, / .e:4 ,,„.,,,., ...,.. U.\ '3' flal t Yj,u a A\,4,r3 Or 73 a♦a+ G 72)\ r L • A- `b)y7�LYMPI = 4 q° w t'T 1A r # IEW 4 6 y 6 Nm6d,�lal °,4 1.. 05,. ''' .y ,°.3 7 x27 s \ffia a^ 2 01. ° .p J" ; :- . '/ n rya \�/ _ 3 ACCESS TO N,°'•r Q\ i t' WATER TANKS• l0 L. 0..,169 D'i 6.6 Pl'�� 10.�M1 Ir°,§; �1 _29.29• 6l 1' a2' 8,t' s9� t' 4A 0 4'1# . u. N 07`6 80-0 \l� dal %La165.39'0.`g6 t n 4 T{, V• a) I \• +y+lro W t 7 •U1 •6 0 ;4, I S,m o. �`�. I 4,17 y:w 'y `� d a`lal y^1'� t HIWAY HEIGHTS N e o?o. a°l 4A 4 a a, ' 6 : i dal.:::::<;� TRACT r.B„ "�e t IyG•9 n, ";_ COMMON AREA O N J 0 0 30' ° 60' CURVE TABLE �'1,H c� t aL�• o, N 6, J3 t CURVE LENGTH RADIUS DELTA SCALE: 1 = 30• o• Cal 21.51 97.50 7J'19'2fi Je ? i • L y C22 2502 107.50 7819'x5' e°. yry 12 ,'S.4• C°4 `L, `Y3 061 7083 51.62 769.0• aQ' ,y4'hC;' �• >°. 663 11.17 57.50 11'06.14" ,� j;` 4,` 1 '=9f. 663 1007 50001 xbE•b%' :° t 13 `y •x°4r °o Nocommal C65 "�' i .0P1 �7' 646 42.52 24'49.06' 3 3 D9 t ^�' 14 •" C59 r 7`A.55 '27'00" '"' `b,„ • 6,. 14 ti >7.61 5660 < 42940 '.g q7• Mita 17.7 75fA6o 79 64 ®M 15 .�® 4, 5650 , `600 464h C75 xfi 05 256.52 647.15 676 30.27 75060 6'4725 z 0 4347 •'P 16 n6 x177 750.67 1.1.24" ' °n °:tof4Po 8,0 577 070 5.27 67.50 12'51'39' y° , C78 43.15 76560 3'13'54' y0 C79 33.34 76560 27942' 74 a- 80 4. 660 3269 765.60 716'49' C9 30.50 765.60 nal' 14Jj U q9 Cl? 1.46 27752 61551" Y1 Vj 018 Z 6.53 2969 271.52 6155' 674 139 756.52 075'23' - r C75 19,05 2000 5436'x5 O C56 31 20.00 41''64'55' S 55 �����/9/ 667 6.66 2900 199 64" (6,11105 Y V estSound s E a o 669 7.67 5600 19905 ♦+ 5 45Y7ga 09 r 669 x69 12.52 1x725• 8 ° Engineering, Inc ,• �� C90 14.47 27.50 2096 59' 92 39.26 271.53 42309" ..ur d'2 w,0a0&nf4W '4 L] 09 C93 30.26 271.51 6 711' 0..5,4 albino Ivpgn4arA f 094 27.42 271.52 5'41•,11" P 1 V 09 271 211.53 5.0.12" JOB NO 1555 ' �m i *4 cgs 5 67.v 33 756'63 1592•19' V •'99L A60 • SHEET 6 OF 16 IIIIIIIIIIIIBIIIIBIIIIIIGIIIillll1 ll148 Y VOL/PG BECKETT POINT FISHERMAN' S CLUB ASSESSOR'S PLAT GOVERNMENT LOT 1, SE RANGE 2 WEST, EFFERS NT TOWNSHIP 30 NORTH, COUNTY, WASHINGTON HISTORIC BUILD SEE THIS SHEET LINE SEE SHEET 3 OF 16 I I ■ I 3 5 SOYB 20'E \\\\ . •CAI R 25 R I 11.9' 3 I S 02J'�." 1•R I 24 4s]v I 9: sw]c'31'E I ° I 23 r y� l I 03g;4;:- U 5.43 5 E „I I Q S SOt2't 0'[ 3 5 544Y E(R al I LLI l^ I 22 limillmomIlmi m r : 60 8� r 0 30' 33.14' ).65' IL slsRVe•E SCALE: 1 = 30� 3 s 5°a6'2]"E 3 5460 E(ft I j ,�., Q . 36 �' 3 2106 0 1"5t LO 3451 &I Z 9 5 51.56'52"E i I 5 49'20'5]'E wg a.35 Ru I 0- r I 20 0 61.313 r I It> 0 65"18'30'E W 2 5 49'38'Oi E Z H _n (3 1 } U 19 c3 � 34 a w I - m ¢5 1310 E() - °wl63 ,° ER) p } 4 d o K =A 18 - TRACT "A" 33 'i ]161, Y III LAGOON AREA Ss.m• I U 3 s slrol'Se-E w COMMON AREA ■ S 51'N'SB'E Z U SR - m aI 32 o o 17 ]102895211'4"E 0 10.66' I F 3 3 IS 5]W'35'E Z Fo CURVE TABLE I 16, °' q R 31 4' d CURVE LENGTH RADIOS 6.1 DELTA 2 '3' I D r n 0110 1306 2028.1] 0'29'°1" Y, r 0118 29.20 20.3317 0'49.25• ry ]1.4.S 52.34 5'C Q s Is s4Yrn'E I w clx0 29.58 20]an Ov9'2a I 6 54';'35•E(9) 20' i 20' Y C121 29.59 2036.1] 0'49'5: i; CO n I U C122 29.60 2038.1) 0'49'56" n° I 15 30 02 0123 26.22 2038.17 0'42836" 9'l N m C124 26.26 203617 0'4]'40' ti {- '�^ 0125 30.03 9372.66 O'11'03 ]4 I's 53'CO'00'E to Cr) 0 4455 HI$TOflIC C127 3002 9272.66 0281'06" 3 S 552'003 E R 44.93 Li 3 I5 54'15'59•E BUILD CI20 3,30 9272.66 0'11'06• - o LINE C128 30.30 92]2.66 0'11'11 'T-V 14 V 1- -n I 29 R NI I 4554 '52'£ Z I .6_w a 1 I 5 s1c'22 E-> I= a )4. IS 53'01'53'E i n I w T 13 s 28 x z^ I- I A I n 1 r 7 00'S .51'52'E 7 49.69' Id Y3 5 sz957 I 'gm 1 wRE 127 R I I'ig I N N m 48.)28 I 6.2 5.E114 IS 51'105) E II 1,6 _ 26 425 R 20 20 I : 6213. 63x3'°5 156°'62° SEE SHEET'8 OF 16 3x1 27 41SEWestSound S] 441 j ,I.9r Engineering, Inc •a „gI 24 R 1 ��, JOB NO 1555 �+n.6y9a 550'1• 1 I I°41LAN05 • SEE THIS SHEET E 16 SHEET 7 Q i 11111111111181111111141P25119 VOL/PG 1 1 BECKETT POINT FISHERMAN' S CLUB ASSESSOR'S PLAT GOVERNMENT LOT 1, SECTION 23, GOVERNMENT LOTS 2 AND 3, SECTION 24, TOWNSHIP 30 NORTH, RANGE 2 WEST, JEFFERSON COUNTY, WASHINGTON SEE SHEET 7 OF 16 x-3 / O// h�M1 / 36�]S- 2 > /12 "�? 'As /o Q 3 FR \ ,Ir�h 4' /66,9j,3> Q CURVE TABLE �/3- / ^. 3� 26• /� CURVE LENGTH RADIUS DELTA 3b / 11 ]'v,FH l� 022 29.69 203817 5's9'w % t, 0113 28.22 2036.17 DV>36• s P CI 24 2926 2936.11 Pu'w" O / M1•� 62,7,1. •ail. ) 029 29.02 29]6.1]I Y46'S] V h 4 / 9n, 06- /.. / 0130 21.36 2936.17 yM'09" �i / 10 N.1jy fR n Q) C131 1.71 16.t.fi3 9'J6'VY O ° f / C132 2662 165.65 "sew SJ26, s -T6• 033 26.11 165.65 9SIY96" 'b y se., �.,' n Cut 26.31 165.65 310.122, 035 12.61 165.65 0292.0^in 4 / 9 aj6, f6 / 036 1111 67.39 9526'16 f. •3 / C13] 26.23 67.39 1111'59 r^ /2 C138�'�•1 C136 2].1I 67.39 17'46'16' 0149 136 ]2.32 1'99'59' 3 4,"4," 9S cO. C111 1919 ]2.32 15526'19 n0 g667}6j Cf,., 4T / C142 3593 72.32 26'19'11' Ul 0113 31.76 22.32 2993'16" O / 6 c111 175 ]1.3} 3w5'14" {9O/ • O 3635�Sy� 4..f..• y\ . G 8 p?i. ' TRACT "A" ec:< W 3.� y4 LAGOON AREA 0 G�./ N •/ = m 6 d4p'I1-E R'7. - , COMMON AREA / y; U w a? � 6 • w e �" w Id GO 'n & �O/ '+ ((IT e...1' �i .9+1 4D x,.3. I I-. 5 6933'54"E(R)s' . '2 t' K o a( h' a a , a�I 5 J w' 11 R> j s 'u. / 69.46'N 961955"E h�. 6\ yh .}' lU ,w• ,1A flPl:'. a, 7;1, 6 q / o I Y]6X159 'Jwl� v+.' ry g4'32 ,M1 / t' M16g6 4'1,,.-.3. �Af ,jrl) O R -3 \ �2'6'73"S' 5' a I/ Z T. H e v39t'f dj E @l*-e 4S" M� 8 °,„ // .0 a�P WJ v' 3 a� ''2'6_)3'4 .2' IP° iw& °� / " U G;S 1 6163>`f fYf '4 a >r.ir-zav 7..11••' 3 s�4 6 04 / E a �� W S z m i.a. a �Q♦, m N , 2 ? W w,, .,b ry. 5 Is / ssO. E .( g \ ; " \''''''1.' f• / 6463 �\ BUILD 7,•,. . : \ a X1783 ,++'j s w "2 y 4 $.. / M1T.'�� ( ♦/ h $ Yp. / ah ___\h . 3 ` g HISTORIC \ ,� sp'.� 3>•3a f / I. UNEE `G."} 4'' •1 Y. /W`• Eat a. f \ 2 IP .7,1 / a Ea6ti a� 4236 w N 620737.6 5 77229° CLUB LOT DISCOVERY BAY o 30' 60' SCALE: 1" = 30' 45 ym,,,,.,,,n.,., o ' WestSound e_.e Dq Engineering, Inc •.4`92 TAy9. w„ux mm� eMe, 4 A L E7 V Nsae. O JOB NO 1555 +9,,5969 SHEET 8 OF 16 I' �'41L LAN11g III!!I IN!!IIIIIII VI III!!I!I!1119 IM011V 1111 53512014 7- mi VOL/PG BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S PLAT GOVERNMENT LOT 1, SECTION 23, GOVERNMENT LOTS 2 AND 3, SECTION 24, TOWNSHIP 30 NORTH, RANGE 2 WEST, JEFFERSON COUNTY, WASHINGTON CURVE TABLE CURVE LENGTH RADIUS DELTA 0145 097 520.00 059119 SEE THIS SHEET 3c. C146 J291 52000 3'3131" SEE SHEET 10 OF 16 0147 4.57 520.00 010'14 I (u 0149 30.15 555.00 3050- \ I - ? 0149 3165 555.00 J'16'03' y 9j �` 0150 31.50 555.00 3'V5•D•• ?p• C 3 0151 31.52 555.00) 3'1515' '02 JD E • Q. 0152 ]1.54 555001 )T5'22' / 20 23 015) 30.93 555.00' 311'34' o ( w 37 I ' Z 0154 30.02 555.00 3'05'56' II'03) ry'y= U 0155 30.09 555.00 396'2) 4 8.' p F 0156 34.39 555.00 103'33 / Q0 4 9640 ( .1 U 0157 10.90 555.00 IDY33' $ 'Y 24 2'YBb E 2 /6� __0156 lass- 2980.M 0'16'02• o /� ' HISTORIC_ s ,- W 0159 30.30 2960.00 _03557• 5Z ,P HISTORIC V 38 1, 0160 32.07 2960.00 0'3635' a LINE / R C161 31.76 2960.00 0'36'36' i 1''„ ^ i.5 31'06'16'E(a) 0+'7 I ■4.'41 0162 32.27 2960.00 0'3,'19 T 000 c a ''r X51' / 5?2595 0163 3225 2980.00 3'37'15 i' h 0..6.q 5 3 a: 21 ` O 4 4, 25 o es 39 I �.• 5 5435'29 C(B) S u / '{ Ja49• > J z''' W 26 I 40 a / I �� - ea&' I ::"1-:: / ,/ ` ��Eft) / e„,..S 26'3436•E 27 / 41 W / o s r, a1 :^!Till?IC I ry'�Li 0 30' 60' / m FIHJ 5 0D-t�' / �ry?4.' !Till? Qj SCALE.' 1" = 30' ti RI '1 s 2av>D,'E v. 0 30' 60' = s , 28 hI N 21 IIR a .SCALE: 1" = 30' / 0 I o,, , 2 w / U ' ErgJ ,3. 7Y / �i h .35.E/ i 51 E(6) : = 29 e ° 0 49.92 5 5003'11'E h, Q y 1j .� vp 0638'0 / !9•'1 A o ;,�5 20 St. \ ?,A a hh g s.E 66.2T n as I"3- °Y °y' .54 a oz) ,. ,,, E kg °.s 33zr,r s(s) u 74. v 30 /n {o 49.19'5 33'15'31'E I m� g`■& ( 19 Y, C� I II 20' y .'O0 E g w r� I 20' . "� 31 / Z 531']3 C J' 0 I r 18 I '°o Y. `t N 5' a,,'• / n�: Q 32 U 6261' / 5 35'41'Di f 1 i=4. O 2�. . z .E(q 99.82' 4U I _ 17 --1 i a„ E / n R m 20' 2O' R ' 33 / 65.'4' , in W 5 JY4j 5Y E �!�y O ^ it 1 Ya b - - n q 1,022p l I"^ O a32' 1 M 7 a 34 / W ti u w 5 354911•E ED i d 'rj° n 'E(R) Z �+d d 'v ,,..2 ' • 7, "" 15 ' . n o E ^r 7 p r R I = I f rk f 35 ,554 I 6354541 4 1 _ �' �' "E(8) ,� I �- I a I m i 11' m 6 w 66' n Y 14 °'6 ` 66 38 IL. s 351619'0 i - 0(R) 9>4s. I ^R W 0 13 - IJ E .L. o I c 37 W 76 300' z 1 I "1 J- 5 35'Y59'E a i TSY11"0(0)H .u } I 9246' I n O N 12 I u Q 5 20T8'40 F 0 ¢7 724. I z } SEE THIS SHEET 5 w 35'1134'w 1 4 t. I (Z' 7/l1L n i 4' 0 0 Z I I1�a�1 .estSound _e.:g °a. I R 11 I Engineering, Inc ," 9 a4 I- 74.99' /O` 23304 Y'ntrM MQIN4W Nu. ,�' "4' (^� Y SS SS 56 C ( (/) E.,xwln.sor 1^ 1n,M4.w.ye4.9.11 . 20'� w I 10 I JOB NO 1555 �°'...........48T6]`gso-'� m ',,,i:1,::0 SEE SHEET 8 OF 16 SHEET 9 of 16 T.,2_ -2AIA Illlalll1 plllih/11nlnl1l11glllta %1°Ft __ _._ --__.. VOL/PG BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S PLAT GOVERNMENT LOT 1, SECTION 23, GOVERNMENT LOTS 2 AND 3, SECTION 24, TOWNSHIP 30 NORTH, RANGE 2 WEST, JEFFERSON COUNTY, WASHINGTON • CURVE TABLE CURVE'LENGTH RADIUS DELTA 0161 3176 2880.00 QJ6'.1B• . 0162 32.27 296003 03714 0163, 32.26 2480.00 03713' 0154 3142 2560.00 0'36'13• _ 0,65 29.51 29130.00 0'34'03 0168 2890 2980.00 01220' C167 29.39 2980.08 033'54• • - CI66 1060 2960.00 13''132 TRACT "A" LAGOON AREA 1 0169 19.72 113.E 0'59'50' tV0 xi0] 1,15206 01)1 ]081 1152.06 1'31'53" 655'14'01'E 124.09' L=261.' R=1192.06'8'12.35'22' - 01]2 31.01 1152.06 113'33' N 0559'08' o L^30].58'9,5900.00'S' ' BECKETT POINT COUNTY ROAD NE4•y'm.E j24.06. s _� L=315.92'1611]2.06.6'6=15'26'3]' N O ----'.p+3090.00'LOWS"' NB6'34'0I'E 124.09' L-310.53•R-1152.06• • IS•26'>• ID 31.11' 31.01' 10,x' I69 01]0 W 1171 W Clh ^ 5=OS'S0'Oa' 0165 0196 °1 CI6] u,c16. 2065' JPBS' 1 W L+303.51'0.298,..00.06.0,05.50•110• +2980.00' 04.4 y "„I „ 0163 u a 1-O 0161 i S p ''A W0161 g W N 24 a 23 1 22 21 0 20 it 19 $= 18 14 17 a t;, s 15 3 14 13 s 12 �m•w 27 g 26 25 �_ ee 2 _ _ _ _ _ - n$ _Sg _ _K.Y. - ',Z,3"_ -- -±N $ '6•'' n iv_ _8$ - _T- - . HISTORIC " " 8 "d Q'04 LI - m BUILD w S. s , - W v UNE 26. 26.91' 32.03' " 2732 2921' W W ` 2916' 29.16' (n_ -- 39114• 30.n' 29ae' 3018' 30.13" 21'Sa'E 31.43' 30.59' 26.80' 31.46' El 0623'33"E 94 523:14'E N 8201'54 E N 13752'09'E N 13130039•E N 80'09'40'E N 86'36'10'E N Bfi'36'10'E N 851116 E H 2.3"1415 '45'02 E S 62' Cn 58928'14'0 N 13254'1313'E N B)W'S5'E BECKETT POINT SOUTH BEACH ANNEX 0 30' 60' SCALE.' 1" = 30' DISCOVERY BAY CURVE TABLE CURVE LENGTH RADIUS DELTA 0172 31.0, 1152.06 1'3'33' 140.99',0.'1jJ> 0173 31.71 1152.06 1'34'33" V4 40,0 J. 0174 34.37 115206 1.1214 0. 6. 0175 3.45 1152.06 1'3549 yak 0176 31.72 115206 1'1439 e• I J,S 0175 3120 1152.06 1'3309 '•A� . n]a 38.20 11522.6 1.36'137' L-��J8q 0 30' 60' 11]9 7.08 II40.06 021'0e' 51 0180 24.73 4000 311:26' - SCAL • 1" = 30' 9$ POINT COUNTY ROAD m �12•n•zz' _ BECK _ - -- - 1192'• - 30.16' L. .1 92!�1R06 b 3` O 4 p C)9 w Ct]6 01)] ~ LI>B 0110 C\80 3 6)16'52"E S 0710'22'E `BJy.7]•E 3 99']'0]9'E 5 63'39a'IS•E. 2928' ��L.315? ,.65'i Lt'13 u n $ S '.�, R Wo u ,� 56601'36"E F n3o,5ciN.3 6,.8 cqx . g z 7 R 6 ax 5 4 B• 3 I..: 2 " 1 W W o t 8 8 - sE� • 1A TJ 11 3 10 0 -^ ;_ _ __ ___ _ s• N Y O 13 T 12 _ n »i �- oS 111_ = 14 = 13 3 _e1'� - �'n s , " n" 30 5]' 39.5)' 30.]1' 29.60'_ _HI.43' ' ^.✓ ' S N " 30.24 p'Sl• W N 723010'01 0 7451 23'E 5)323'14' S 16'46.222 E 15 _ Y a 30.2: f �M,.= a 22.2.6• 323]• 1661 EN]1330'30'W N 78'5031'W 14)13'4943"W N 79'b'20' HISTORIC 'Jj;+/ F'g " 79'97 6]3"48'31'E 5)110'12'f 5 8645 BUILD 29.x` woe E LINE " 27;3" 05922456'0 s133 31.0 ,E50'a5 BECKETT POINT SOUTH BEACH ANNEX ccg0 N 86�pe __ 34\5 E ___ ---__.__. 4FIREWNestSound 6s R a Engineering. Inc °'��99 °Q• 11111120.1140`8 Iulu i1W499, •'k 7,21, '7' CI ,,1908,11,, ,u o"0,^14,1 V; 000111 ._2.44 JOB NO 1555 o'' ..,....q,se SHEET 10 OK 16 E Wµ9 Ili INUIT'lInnIllAIIIIAg x:35:s20 - - VOL/PG BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S PLAT GOVERNMENT LOT t SECTION 23, GOVERNMENT LOTS 2 AND 3, SECTION 24, TOWNSHIP 30 NORTH, RANGE 2 WEST, JEFFERSON COUNTY, WASHINGTON CALCULATE°POSITION OF NORTHEAST • CORNER OF GOVERNMENT LOT 1. SECTION 24 PER GEO.NOTES • NBB'3005'W 1775.40 CALCULATED POSITION EN 455.4 1320.00' `� MOUNTER CORNER BETWEEN CALCULATED P0511104 Or NORM 1 SCCPON IJ k 24 PER FLO.HORS 000 JO CORNER MONUMENT NT POI 24 A PNO 004CR NER OF SE PER SECTION SU®IN5O'BY JEILER504 COUNTY . • 0 500' 1000' a =. (Nor VATTED MS SURVEY) SCALE: 1" = 500' ` .∎,. . "" SECTION 24 5= NEV.N 1/ W s BALANCED MEANDER LINE PER OLD NOTES GOVERNMENT N SECTION 24 n x LOT 1 DISCOVERY BAY S36'01'15'W O.NY Mpp1'I,J}4.]'F 540OFlS'W 103.52' :. 04264 """'''fffd✓� \ 1]20.21 259.80' 56.13' FOUND 1114'CONCRETE POST )54 .HEED FOR SECTION / $UBDINSIQY MONUMENT PER SURVEY Of 0 S MILITARY OF RESERVATION ENT ND.B. HELD FOR WEST LINE OF GOVERNMENT LOT 2/ SECTION 24 / GOVERNMENT 3 m VA: P/4 i LOT 2 Ycnox 4 �,n 4 CALCULATED 40114 404 2 OF N- pyy�/ .'Y 0 va QUARTER COINER 23/24 ,,g_ .y 1'V SECTION 23 _ RIO U.SM.R.MOND/ZIT FOUND CASED MONUMENT. y./ Q,i' GOVERNMENT REPORTER'LIST j o Lot I 2'BRASS CAP WITH PUNCH MORN BALANCED MEANDER LINE PER GL,O.NOTES� / RQy IN 1'39'CONCRETE.HELD D FOR V F �� N6B7R'B9'W CENTER OF BECTON 24 AND NBB'22'39'W NORTHEAST CORNER OF GOVERNMENT LOT 3 / �LI �5;191 119..1 ffC1IW 24 1330.39, I t, \GOVERNMENT 97.2E' SOtl6'tS'W�' P %OT 2 SEVERN 14 }91520 5B]'GO'00'E GOVERNMENT 3 FOUND WSCO MONUMENT. Ap.I 590,90' \S LOT 3 3"..23,e 2 BRASSCONCRETE. HELD FOR i DISCOVERY BAY P m m EAST UNE OF GOVERNMENT LOY 3 PU/02. .. „ ARO WEST LINE OF'OCEAN GROVE ^� ESTATES'PER V0.UME 1,PAGE 20 o rEFFERSON COUNTY PLAT RECORDS `CALCULATE°POSITION OF U.S.M.R. 00NO/ENT PER'OCEAN GROVE ESTATES' SECTION 50004905 NOT 01920 THIS SMRKI) estSound se, i o EngEi Bering, Inc e "'"$ 4 "�r 2NPLWMNMPM ,m(hIW Wa TTA3 4�•" (,7 T S3 RTR416NN 0lPV! ouT L.u[TWMfgrSPpmT V'rr✓.w.xspae,grn `, JOB NO 1555 ' :0 SHEET 11 OF 16 / RLG"BO9 Lm 2-7-YA10 0 IIIIIIIIIIIIIIIIIIINIIPIA 1IIIIIIIIpIIINIlt 535 0 _----- VOL/PG BECKETT POINT FISHERMAN'S CLUB I ASSESSOR'S PLAT GOVERNMENT LOT 1, SECTION P OVER MENT JEFFERSON 2 AND 3, ECNON 24, TOWNSHIP 30 NORTH, RANGE WE L.tl7.w' p.asit's3' S90n D6'w La8.15' 9 1 ..4118' L*133.01' ��. 9 ,o 40 6S 9 ,,.‘3,Y. ': p 10]2543' I 0:1%'''''‘ NNSI']SYI )]31' 10 NN3tl'IS'W 4 F-��r�—I ©©S o 1 a 100' 200' d®1a'� ti SCALE.' 1" = 100' © �. TRACT A TRACT B LAGOON AREA SLICE�® COMMON AREA = 0� ®®• 1,30130' x86']1'01' N62,43'51AC a. 103.Sfi 11011 ,11$ 34 30' KC8 IT•,.N i C. ROAD NST]056 E •OIL 110 1111111111 1 11 6015 �p.5'0T0T 44, .4.4,..' ,ft, -i 4 ' �p] 51)9] T'a: 04, ,,,,„„„,,,......... p.aa25'0S' 3)' trAti 00�00 0.10 LOT { SSEWestSound Ti " ", ,Al o Engineering, Inc •:,:° 1+i, 20vv..WNn Wrt ow".NN. "41:',..a. 9 0 note 13Yp VbPm �F.1114 V6ain r-l°;6' JOB NO 1555 1,... 0' t: i/ SHEET 12 OF 16 �k.i iixus ,t,•- 2_1_2oro Ili rVilllllNlmi lli lli a3lin VOL/PG BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S PLAT 3,GOVERNMENT LOT 1, SECTION P WESTER MENT ON COUNTY,AND 3, SECTION 24, TOWNSHIP 30 NORTH, \\ S88.1.914-E 221.33 386"3619-E 969.44' e 6690107'w TRACT o TRACT C ,,, 4093• SHEET Ha „COMMON 83900'03'W AREA 6146' 1.222,13 Nx01706'E A.53W'5r N525.75' 2'3•' 6.13 a 5 6'3.01)E 12 u II 4 to 1.16.00' a-31'3x•]0' TRACT C SHEET 5 s TRACT H SHEET 141 r 6 y5 TRACT B •] "6� COMMON AREA 8 S, '4's45:'0:34;2. 1 N>9'se'zs'E a.6]' y 11,33' i) ap M�.,�A 435'26 a6'w 6600' 3 Fn 74 85193901•91 . 11 IS 1.20.]0' . .261.93' E6.66'5937- 4-146.99' I"3921 p.21S24°27 m56)' S]'E 603)'1e 0' 0.5' Se9,00,[ IRACH E >2J' SHEET 15 JWEVV e s t S o u n d .... .,,,,,,M • 5 4. � Engineering, Inc 9/69.6636.• .fi,A.w6...e•N fiwWg OSlne .13.9Mb» EaWI Wx°ye^ymn rey Nce 9 0 100' 200" JOB NO 1555 _6o*i�°.fl SCALE: 7" = 100' SHEET 13 OF 16 J_• "'"i 63146° IT 111E11II101111111EIII111111IIIIIII535120.o _ _— - - - VOL/PG 1 BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S PLAT 1 GOVERNMENT LOT 1, SECTION 23, 2 WEST,GOVERNMENT JEFFERSON 2 AND 3, SECTION ON 24, TOWNSHIP 30 NORTH, • 5Js-OI.'s.W 0.0' >M1 n yy 3 TRACT D TRACT • C COMMUNITYE (SREEr 13) Wh ' 5 BEACH `I •' yl�alo(PRIVA1E) • k • L.f•I4 ..t' •'�, 1 p-1190'93' �"�\''''■�1] �O4`q.� 2 W 9 5'� M1L L-6.2Y _ .910e:,.10' S. 5 �eIJ3Y]8 .0]h W ?0' 25] 63.OY .- , 6'5751'656 W 'T IA 1 \ d � e99s'1oY TRACT G �^ o O''4 ,® . • (SHEET 5) 3 TRACT B y Ilas']IYSA'E m$ (SHEET 13) a ��,.9. A°'T. �RACT F $OMMO $. ,p O M1: ' 0 y' SHEET 5) H yF 14, ,s°COMMON 6, AREA L=15.92 p=2'SYO� ,(4� p-J099'.0 �'� h� oL=G22' rah L=0.1� �M1O N1535•I2'W , o ITRACT A / ..� (SHEET 12) �S®N. X515520 W 44 �� 95" 5 t`; WEVVestSound ® �.s �...a ° o Engineering, Inc �: d m,W.0.0,4 rmm,..AW,.MY b ` '"A ". n MrtPWe■b3,10 hIY(1®bA Fwafm•iMgeCgm WV/AvwRm, S 21-0S • 0 100" 200' JOB NO 1595 „° SHEET 14 OF 16 ', 'Y4LAN0g SCALE: 1” = 100 Illllhliln10IiIIHIII0lawn 5n VOL/PG BECKETT POINT FISHERMAN' S CLUB ASSESSOR'S PLAT GOVERNMENT LOT t, SECTION 22 GOVERNMENT ST,JEFFERSON COUNTY, WASHINGTON TOWNSHIP 30 NORTH, 5 69'23'39'E 132039 TRACT B (5REE1 13) TRACT E COMMON AREA (GOV'T LOT 3) 5 69.00.00.F JDJ JD, L OilarirAtestSound s. .... o Engineering, Inc •;°" 1j `� 9,1.WWAAL* 6ORD•W,W.,a9. uwnurm riser;. : 0 100' 200' JOB NO 1555 �'`• ._�sr�°je' SCALE: 1' = 100' SHEET 15 OF 16N"""D• • III 1111IIG'IUIUII1110lniplll'Il111 °a 5? ..4 VOL/PG BECKETT POINT FISHERMAN 'S CLUB ASSESSOR'S FLAT GOVERNMENT LOT 1, SECTION 23, GOVERNMENT LOTS 2 AND 3, SECTION 24, TOWNSHIP 30 NORTH, RANGE 2 WEST, JEFFERSON COUNTY, WASHINGTON / 6604 ROV SW CORNER OF /// THE NE 1/4 OF �4�4 THE NV 1/4 OF O SEC 24, TOP 30 N, S 88'56.11'E 202026' Ej RGE 2W / os1o, 1042.61' / /, 2660• , C2 N 52.2'1.'03'V 25.66' / CURVE RADIUS ARC LENGTH TEETH ANGLE / CI 286.17' 334.89' 66150'50' 10.[0•ROW C2 28648' 203.6]' 10.14'01' C3 71.62' 129.29' 103'25'43' C4 206.40' 51.76' 10'22'09' / CS 254,54 104.6V 45']9'56' CS 254.54' 14435' 5 20'17'06'V 51922' Cl 929266' 204 68' 01'15'43' 0 200' 400' / C9 2418.17' 241.32' C9 14565' .6]2' SCALE: f" = 200' / ci CIO 67.39' 5224' 41'05'R5' CII 5232' 6730' 73'45'42' C12 500,00' 44.67' 05'07.07'C13 575.00' 523E4,/ 11.7"NIN 1 / 009.06' N,.../ C 3006.00' 35.95' CIT 1172.06' 31592' 05'50'08' 15'26'3]' / ' C3 S 35'17'07'v / y 277.01' / / [ GOV'T LOT 2 2(9 GOV'T LOT I SEC 23. TVP 30 N, RGE 2V / rh 4; SEC 23, TOP 30 N. RGE 20 / n o . / h4��0 / { / x C6'3v41'E INAY' 4014'ROW lV N.2•4353'E ]4.]0' CII / S]6 3250'V ��-__- L1 x 14'OP36'E 2600' 49842' _ / 1 �' I is/ �� N 32'90'56'E./.... ` C12 60.15 \ CO 1� N 57'38'02'E 431.41' ■i 10 / \\ C11�/ `\ I // BECKETT POINT ROAD MONUMENT TABLE ✓ ...,, 0 FOUND CASED MONUMENT. 2'BRASS CAP IN CONCRETE MARKED P.O.T. 29+0200. HELD FOR C/1. OFBECKETT POINT ROAD'AT STATION 29+02.00 PC PER JEFFERSON COUNTY ROAD PROJECT 515 PLAN, O FOUND CASED MONUMENT 2'BRASS CAP 1'BELOW ASPHALT. HELD FOR C/1. INTERSECTION OF'BECKETT POINT ROAD'AND NORTH LINE OF GOVERNMENT LOT 2 AT STATION 44400.97 PER JEFFERSON COUNTY ROAD PROJECT 515 PLAN. O FOUND CASED MONUMENT.2'BRASS CAP W1TH PUNCH MARK 2.5'BELOW ASPHALT.HELD FOR CA OF 'BECKETT POINT ROAD'AT STATION 49+52.39 PC PER JEFFERSON COUNTY ROAD PROJECT 515 PLAN. C) FOUND CASED MONUMENT. 1 1/2'BRASS CAP WITH PUNCH MARK 1.5'BELOW ASPHALT. HELD FOR C/1. OF'BECKETT POINT ROAD'AT STATION 54+39.61 PER JEFFERSON COUNTY ROAD PROJECT 515 PLAN. /����' ® FOUND CASED MONUMENT. 11/2'BRASS CAP WOTH NJ t�^." estSoundo<E �� O PUNCH MARK 1'BELOW ASPHALT. HELD FOR CA Engineering, Inc ,• c4 _ \ INTERSECTION OF'BECKETT POINT ROAD'AND NORTH xll.0,6 4455 n 0014(6 wa nue ' Chi LINE OF GOVERNMENT LOT 2 AT STATION 56+65.37 pn PWR0Mne elx61nn440 p PER JEFFERSON COUNTY ROAD PROJECT 515 PLAN. 14040x4 +qmn xWM...7^'NO' L-2C'T Oq JOB NO 1555 t. 4,,Zte SHEET 16OF' 16 """"64R Map Output Page 1 of 1 ArcIMS HTML Viewer Ma. 111111111111111111.-,,,71: Beckett Point Rd -- — ___ Legend Selected Features 9,72207715 „• 0. r/ JC Roads x:::::+74 _'• 9322017332200)t3 '�' .932200709 .4Lr..'.. Parcel I 432270708..432200708 FE MA FIRMS 932200 . A 932200703 9322007.1 P. ANI Ilik X500 III Olnar 1 Maps 5roAdad tArSailerscn Cox*Catra Sonoma= 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 erectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Aug 10 11:58:30 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 8/10/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma• r } TOD w. y 2 _ 2$0V .111111111111-1 esttrnv , _ ... . . A, ti • ... . ....5 ti r i Legend _ j -+. ,-._ ,Ra` Selected Features .r - JC Roads �' a - Parcels-H Beck eft point # 1 Jr .- 0arl Ra „ Contours fr r P54322007•S tO Foot Contour 9122001'6 9322W71A 9322(m,r„. + a 93210?? 1 9' 9vxrr7'3 �� 932dt07i! A322W707 T r - 50 Foot Contour r - ` 932200708 Y322007CE • 2013 Aerial Photos -. - - _..- 9322C07Ckl••. 5 Y , ' ' 932200703 .t .l ilk t . F 11.,'. ' £:. 1 I+iosacMam4rJr..nco raCesrarsm:e:as 1r- 0.` .." 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. Mon Aug 10 I '9:30:24 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 8/10/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma. UMW SPA Legend Selected Features JC_Roads .,...���. .4 Parcels-H Contours *aia 10 Foot Comer 50 Fool Contour !PLSs SMP Shoreline Environmental eft Designations o muab • Conservancy Ilgn lnlensey Haluml NA ... ._ - Prbrey Ae Limb snorcune Resbentm Mao QeededayJebsonCone Celia Sereceo Cie CI 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. Mon Aug 10 19:29:19 2015 http://gi s server/servlet/com.a sri.a srimap.Esrimap?ServiceName=ovmap&C 1 i entV ersion=4.... 8/10/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma \\- Nr.04.. 9\\\\, ,,.....N.:: , 132800801 �i til 1 r Legend CI Selected Features ______--__ �_ .___ /'. JC_Roads 1 i Parcels-H -T- i��-- 86400 Pte- Contours 932200715 fn,/ to Feet Contour 932208793 9322007.14 992200112 932200110 / � 932200111 r �— . 90 Feel Canlaur 962200713 ! � �93YJ08789` 932200/07 9�p7py 90200709 Shore Form Type i -----1 962I00781/ / ort _ 799 £roson:0 -.-.,,, Viable .t ~M- \lax.-rrn real uf aollamrCouM1yCertb Senm[IS 0■9119 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. 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Mon Aug 10 09:28:55 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 8/10/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma 7' N--,.. 6--C'. 1. ,} J. 932200901 '''"\\H--. .-__1 /4 SO Legend LA g Selected Features ;� ir.li JC_Roads nParcels-H `i"-�--y�`�� 9ff P°1Rt Ay. )f Contours i � / 7 932200715 ' 932200712 932200710 , ."f 10 Foot Contour 9322007i6_9322100714 . 93,22007i i r 7 ! 932200713 -932200709 432 707 irf 50 Fain Contour L---":., t 952200708 952200706 Marinas and bulkheads Alt7A0TG1 j t v� 932200703 ; Ai 9eeMee ' 932200702 e X701 r- Marina i M.,:.roudedb/ESVemCarp.Catra Srecm GS 0eminamem■96f 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. Mon Aug 10 09:28:48 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 8/10/2015 Map Output Page 1 of 2 ArcIMS HTML Viewer Map r} _ 2fii.. 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Selected Features - _ :_,:7 ,d JC Roads dGCkor;PpiRr ( Parcels-H �f1 Contours 10 Foot Contour 9322X/ 6 9322007t4�. . ... .437200713. ml I /v/ 50 Fool Contour "'" Landslide Hazard Shoos II win I Moderato Shawl Ns5 mere dolOy..c4rscnCo.r4 Co vs Fsnvec.GIS Os 14611 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 •.rrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Aug 10 49:27:06 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&C1intV ersion=4.... 8/10/20 15 Map Output Page 1 of 1 • ArcIMS HTML Viewer Map e Legend Selected Features JC Roads Parcels+l $oc •Po"�'ptl m Seismic Hazard 9322C,1/'5 9324'01'2 93221.r11'n ... 9322X' rvv•�9322 9311r_+/ 9122991'3 9322!V11P9 y321rn rnl 93220"1104 931:M1+06 9322+,11r r 9322!1:1Q' %lass avrmd try-e4na,Cvr*Cera Senecas cs 0■ 96ft 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. Mon Aug 10 09:26:29 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 8/10/2015 Map Output Page 1 of 1 ArcIMS HTMI_ Viewer Ma. 7) 71,6 c Legend Selected Features — -- --____ •' _..-._... JC Roads ------ 'I Parcels-H --12:1220,2110. . wetlands 4322007 4)322(20"321007+e 932200712 932200710 93220 -- 932200713 !111` 932 1109 432200707 932200706.932200106 _ - _ 932200f01 ._.--.. 932200/03 9322X'/02. 932200701 ''tv-oo+dedq.uflasanCarltyCava SenaaOlS 0®9611 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. Mon Aug 10 0:26:16 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&Client Version=4.... 8/10/2015 CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 932200707 Printed: August 10, 2015 Cases Name Review Status Planner Type RAP09-00034 MLA09-00159 SCHENK I 1 Michelle Farfan Application Received: 5/13/2009 Permit Issued/Case closed: 10/12/2009 Case Finaled: RAP&911-Beckett!faint ltd 1.) The Applicant may install a private road approach to 1196 Beckett Point Rd at mile post 1.23 Right. 2.) The access shall accommodate a 10 to 16 foot wide driveway with 10-25 foot approach radius.An approach culvert is not necessary at this location at this time; however, if drainage becomes a problem here in the future the county reserves the right to require one. 3.) The applicant must place a minimum of 2 inches of crushed surfacing to the right-of-way line. 4.) No surface water shall be directed onto the county road or right of way. 5.) The applicant shall be responsible for maintaining all vegetation on their property to maintain the minimum sight distance requirement for this location. 6.) The Applicant must contact the Public Works Department for a final inspection prior to a final building inspection. 7.) The road approach is approved for its LOCATION ONLY as approved under ZON09-00054. This approval is valid for a period of 5 years from the date ZON09-00054 was approved. A ROAD APPROACH PERMIT HAS NOT BEEN ISSUED. Proponent shall contact the Public Works Department at 360-385-9160 prior to any land disturbing activity for installation of the road approach to obtain an approved permit. Once the permit is issued it will be valid for one(1) year. The Applicant shall adhere to any conditions as set forth in the approach permit. ZON09-00054 MLA09-00159 SCHENK 1 A Michelle Farfan Application Received: 5/13/2009 Permit Issued/Case closed: 11/3/2009 Case Finaled: SPAAD -SITE PLAN AFPF.OVACADVANCED DETERMINATION for residential development 1.) The application was reviewed by the Jefferson County Department of Community Development staff on July 27, 2009 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: suburban shoreline designation; stable/unstable old slide shoreline slope stability; seismic; severe landslide hazard area; flood; SUSC aquifer recharge area; coastal SIPZ. 2.) 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. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) 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. 5.) 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. 6.) 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 44-22, 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. 7.) At the time of a building permit application a stormwater plan in compliance with the Stormwater Managment Manual for Western Washington (current edition)shall be submitted. If the proposal can not meet the prescriptive requirements of the stormwater manual, an engineered stormwater plan shall be required. 8.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 8/10/2015 Page 1 of 6 Cases Name Review Status Planner Type 9.) The revised site plan datd August 25, 2009 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 November 3, 2009 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 10.) This approval is for a SPAAD 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. 11.) The parcel has been designated as RR 1:20 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 12.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 13.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk(or salvage)yards. In no case, shall any such junk motor vehicles be stored in a critical area. 14.) A minimum of two (2)on-site parking spaces shall be provided for the single family residence. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 8/10/2015 Page 2 of 6 Cases Name Review Status Planner Type 15.) The proposal was reviewed against the site plan determination criteria of the Jefferson County Code Chapter 18.40 Article VII. (Site Plan Approval Advance Determinations). The criteria for approval are as follows: 1. The proposed site plan conforms to all applicable county, state and federal, land use, environmental and health regulations and plans, including, but not limited to the following: (a)The Jefferson County Comprehensive Plan; and (b)The provisions of this code, including any incorporated standards. Staff comment: The application was reviewed for consistency under the provisions of the Unified Development Code and Comprehensive Plan. The application was found in compliance with all ordinances pertaining to the proposed development. 2. Adequate provisions for utilities and other public services necessary to serve the needs of the proposed site plan have been demonstrated, including open spaces, drainage ways, roads, and other public ways, potable water, sewage disposal, fire flow and other improvements. Staff corn ment:The combined size of the two subject parcels is approximately 0.10 of an acre and the revised site plan as submitted on August 25, 2009 and stamped approved on November 3, 2009, complies with JCC 18.30.050, Table 6-1: Density, Dimension and Open Space Standards. Jefferson County Department of Environmental Health reviewed the application with regards to water and septic. The department conditioned the SPAAD approval and commented as follows, "A septic permit application prepared by a licensed designer is required for a E-1 pump chamber prior to application for a building permit. Applicant shall meet requirements of the system owner and manager prior to connection." Access is provided by Beckett Point Rd. (C617509)which is a county local access road. A road approach exists and an address of 1196 has been assigned to the parcel. The approved site plan has not been reviewed for stormwater requirements. Sections JCC 18.30.060 and JCC 18.30.070 of the Jefferson County Code requires the project applicant prepare a stormwater plan in compliance with the Department of Ecology Stormwater Management Manual for Western Washington to control stormwater, erosion and sediment during construction, to address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. The SPAAD was not reviewed for fire flow. However, the parcel is located within a state approved water system. Jefferson County has no specific adopted fire flow requirements for utilization in permitting. Application of Coordinated Water System Plan (CWSP)fire flow requirements for individual projects is inappropriate since the primary purpose is for water system design to assure adequate pipe size, source, and storage. This application does not vest the parcel for potable water. 3. The probable significant adverse environmental impacts of the proposed site plan, together with any practical means of mitigating adverse impacts, have been considered such that the proposal will not have an unacceptable adverse effect upon the quality of the environment, in accordance with the State Environmental Policy Act(SEPA) implementing provisions contained within this chapter and Chapter 43.21C RCW. Staff comment: Single-family residences are EXEMPT from the State Environmental Policy Act(SEPA). WAC 197-11-800(1)(b)(i) identifies the construction of any residential structure of four(4)dwelling units. 4. Approving the proposed site plan will serve the public use and interest and adequate provision has been made for the public health, safety and general welfare. Staff comment:The proposal will not affect the public health, safety, and general welfare. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 8/10/2015 Page 3 of 6 Cases Name Review Status Planner Type 16.) Duration of Approval -Several of the included findings shall become conditions upon the submittal of a building and septic permit. The duration of approval of the Site Plan shall be effective for five(5)years from the date of original approval by the Administrator. If a building permit has not been issued within the five(5)year period, the Site Plan Approval Advance Determination(SPAAD)cannot be revived or extended except by new application that must meet all the existing criteria and conditions listed in this Section. Knowledge of the expiration date shall be the responsibility of the applicant. The county will not provide notification prior to expiration. Limitations of Approval-Approval of the site plan shall not guarantee the performance of specific site features or improvements (e.g.wells, septic systems, stormwater drainage facilities, etc.)and shall not be immune from changes in state or federal law which are enacted or have an effective date after the date of the Site Plan Approval Advance Determination(SPAAD)and which may affect the performance and implementation of the site plan and associated use or activity. Any subsequent land division or boundary line adjustment of a parcel or lot which has received site plan approval advance determination under this Section 8.7 shall void such site plan approval and require a new site plan approval advance determination application. Approval of a site plan under this section does not constitute authority to comence any development or building activity until such time as final authorizing permits are issued (e.g., septic, wells,stormwater management, or building permit, etc.). Modification to an approved site plan may be required by the applicant and approved by the Administrator subject to the provisions for Type I decisions. (Please request a copy of Section 8.7 of the UDC for criteria pertaining to modifications). 17.) Due to a recent Washington State Supreme Court Case: Futurewise v.WA State DCTED, Ecology, Case#80396-0, the Critical Areas Ordinance(Chapter 18.22, JCC)does not apply to development within Shoreline jurisdiction. Only the Jefferson County Shoreline Management Master Program (Chapter 18.25, JCC)applies to development within 200 feet of the OHWM. 18.) Minimum setback from Beckett Point Road right-of-way shall be 10 feet. Minimum side yard setbacks shall be 5 feet. Minimum rear setback(shoreline)shall be 30 feet from Ordinary High Water Mark (OHWM)and landward of the "historic build line"per the recorded plat. 19.) The building height is not to exceed 35 feet. 20.) Pre-existing legal lots of record less than one acre in size in rural residential districts are subject to the stormwater requirements in Chapter 18.30 JCC and must meet the"Area of Impervious Surface Coverage"to the maximum extent practicable as determined by the administrator. Lot coverage is defined as amount of impervious surface, which includes rooftops, driveways, concrete, etc. 21.) This parcel was created through Beckett Point Fishermen's Club Assessor's Plat under AFN 535120, recorded June 24, 2008, Volume 8, pages 83-98 with the Jefferson County Auditor's office. 22.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 23.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 24.) Flood hazard reduction measures are to be used as required by the Jefferson County Flood Damage Prevention Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15). 25.) Utilities shall be designed as specified in 15.15.080(c)of Jefferson County Flood Damage Prevention Ordinance 07-0515-06(Jefferson County Code Chapter 15.15)which states: (i)All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii)Water wells shall be located on high ground that is not in the floodway, (iii)New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters; (iv)Onsite waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding. 26.) 1) All new construction and substantial improvements shall be anchored to prevent flotation, collapse, or lateral movement of the structure. 2) All manufactured homes shall be anchored to prevent flotation, collapse, or lateral movement, and shall be installed using methods and practices that minimize flood damage. Anchoring methods may include, but are not limited to, use of over-the top or frame ties to ground anchors. 27.) A flood elevation certificate prepared by a qualified professional shall be submitted with the application for the building permit.The flood elevation certificate shall meet the requirements found in Chapter 15.15, Jefferson County Code (JCC). Prior to final inspection of the single-family residence the applicant shall submit a "post construction"flood elevation certificate prepared by a qualified professional. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 8/10/2015 Page 4 of 6 Cases Name Review Status Planner Type 28.) The proposal was sent to the Department of Archaeology and Historic Preservation (DAHP) and the Jamestown S'Klallam Tribe on July 28, 2009. Comments were received from Jamestown S'Klallam Tribe on August 12, 2009 stating in part the following: "The Jamestown S'Klallam Tribe requests that during any ground disturbance, now or any time in the future, that a cultural resources survey be completed before work begins. If after the survey is completed and cultural resources are uncovered during any time of the project that the Department of Archaeology and Historic Preservation and the Jamestown S'Klallam Tribe be contacted". Comments for all SPAADS in general were received from the Department of Archaeology and Historic Preservation (DAHP) via an email dated October 14, 2009, "DAHP would require a survey prior to any development. Therefore, we require a professional archaeological survey of the project area be conducted prior to ground disturbing activities. We also recommend consultation with the concerned Tribes' cultural committees and staff regarding cultural resource issues." Based on these comments a condition requiring a professional archaeological survey prior to any land disturbing activity has been added to this permit. Copies of these letters can be found in MLA09-00159 which is filed at the Jefferson County Dept. of Community Development. 29.) PRIOR TO SUBMITTING A PERMIT APPLICATION AND PRIOR TO ANY GROUND DISTURBING ACTIVITY A PROFESSIONAL ARCHAEOLOGICAL SURVEY OF THE PROJECT AREA SHALL BE CONDUCTED. A COPY OF THE SURVEY SHALL BE SENT TO THE FOLLOWING AGENCIES: JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT, DEPARTMENT OF ARCHAEOLOGYAND HISTORIC PRESERVATION (DAHP), THE JAMESTOWN S'KLALLAM TRIBE, AND THE SKOKOMISH TRIBE. DEPENDING ON THE RESULTS OF THIS SURVEY, ARCHAEOLOGICAL MONITORING MAY ALSO BE NECESSARY. IN ADDITION TO THE ABOVE SURVEY, A PERMIT FROM THE DEPARTMENT OF ARCHAEOLOGY AND HISTORIC PRESERVATION (DAHP) MAY ALSO BE REQUIRED. DAHP RECOMMENDS CONSULTATION WITH THE CONCERNED TRIBES' CULTURAL COMMITTEES AND STAFF REGARDING CULTURAL RESOURCE ISSUES. 30.) The applicant shall apply for a Shoreline Substantial Development Permit Exemption for any accessory structures or at the time of a building permit for the addition to the single-family residence. 31.) The proposal is located within 200 feet of Ordinary High Water Mark, and is within shoreline jurisdiction per the Shoreline Master Program, Chapter 18.25 Jefferson County Code. The remainder of the parcel, landward of 200 feet from Ordinary High Water Mark is located outside of shoreline jurisdiction and is subject to the Growth Management Act and critical area codes under chapter 18.22 Jefferson County Code. 32.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 33.) The proposed building envelope is in an area of small lots surrounded by residences, outbuildings and roads. Per JCC 18.22.095 the administrator has determined the proposal is excluded from buffers for wetlands due to physical separation and functional isolation created by Beckett Point Road. 34.) The applicant shall provide proof of potable water at the time of building permit application. 35.) A septic permit application prepared by a licensed designer is required for a E-1 pumpchamber prior to application for a building permit. Applicant shall meet requirements of the system owner and manager prior to connection. 36.) THE PROPOSED BUILDING ENVELOPE SPANS ACROSS LOT LINES. AT THE TIME OF BUILDING PERMIT APPLICATION, THE PROPERTY OWNER(BECKETT POINT FISHERMAN'S CLUB)SHALL RECORD A DECLARATION OF RESTRICTIVE COVENANT TO COMBINE WEST BEACH ANNEX LOTS 24 AND 25 TO MEET BULK AND DIMENSIONAL REQUIREMENTS AND SEPTIC REQUIREMENTS. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 8/10/2015 Page 5 of 6 Cases Name Review Status Planner Type .37.) 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. All areas in Jefferson County are included as "critical habitat"for a 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 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. SDP15-00013 MLA15-00050 SCHENK P Anna Bausher Application Received: 7/28/2015 Permit Issued/Case closed: Case Finaled: REPLACE BULDHEAU I HAI PROTECTS THE ADJOINING LEASEHOLDS RESIDENCES LOCATED ON THE NO-BANK, NEAR SHORE LAND OF THE BECKETT POINT FISHERMAN'S CLUB. REMOVE ECOLOGY BLOCKS THAT EXACERBATE BEACH EROSION BY CONCENTRATING BACKWASH. No findings, conditions, or permissions found. PRE15-00013 SCHEAK NA M Anna Bausher Application Received: 4/15/2015 Permit Issued/Case closed: 5/12/2015 Case Finaled: REPLACE BULKHEAD & BREAKWATER No findings, conditions, or permissions found. PRJ09-00091 BECKETT POINT FISHERMEN'S P Application Received: 5/13/2009 Permit Issued/Case closed: Case Finaled: SPAAD No findings, conditions, or permissions found. 1\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 8/10/2015 Page 6 of 6 CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 932200706 Printed: August 10, 2015 Cases Name Review Status Planner Type RAP09-00034 MLA09-00159 SCHENK I I Michelle Farfan Application Received: 5/13/2009 Permit Issued/Case closed: 10/12/2009 Case Finaled: RAP&911- Beckett Frint Rd 1.) The Applicant may install a private road approach to 1196 Beckett Point Rd at mile pest 1.23 Right. 2.) The access shall accommodate a 10 to 16 foot wide driveway with 10-25 foot approach radius. An approach culvert is not necessary at this location at this time; however, if drainage becomes a problem here in the future the county reserves the right to require one. 3.) The applicant must place a minimum of 2 inches of crushed surfacing to the right-of-way line. 4.) No surface water shall be directed onto the county road or right of way. 5.) The applicant shall be responsible for maintaining all vegetation on their property to maintain the minimum sight distance requirement for this location. 6.) The Applicant must contact the Public Works Department for a final inspection prior to a final building inspection. 7.) The road approach is approved for its LOCATION ONLY as approved under ZON09-00054. This approval is valid for a period of 5 years from the date ZON09-00054 was approved. A ROAD APPROACH PERMIT HAS NOT BEEN ISSUED. Proponent shall contact the Public Works Department at 360-385-9160 prior to any land disturbing activity for installation of the road approach to obtain an approved permit. Once the permit is issued it will be valid for one(1) year. The Applicant shall adhere to any conditions as set forth in the approach permit. ZON09-00054 MLA09-00159 SCHENK I A Michelle Farfan Application Received: 5/13/2009 Permit Issued/Case closed: 11/3/2009 Case Fineled: SPAAD-SITE PLAN APPROVAL ADVANCED DETERMINATION for residential development 1.) The application was reviewed by the Jefferson County Department of Community Development staff on July 27, 2009 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: suburban shoreline designation; stable/unstable old slide shoreline slope stability; seismic; severe landslide hazard area;flood; SUSC aquifer recharge area; coastal SIPZ. 2.) 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. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) 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. 5.) 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. 6.) 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 44-22, 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. 7.) At the time of a building permit application a stormwater plan in compliance with the Stormwater Managment Manual for Western Washington (current edition)shall be submitted. If the proposal can not meet the prescriptive requirements of the stormwater manual, an engineered stormwater plan shall be required. 8.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA)pursuant to WAC 197-11-800(1)(b)(i). 11tidemarkl data\forms\R_MLT_Parcel_Cond.rpt 8/10/2015 Page 1 of 6 Cases Name Review Status Planner Type 9.) The revised site plan datd August 25, 2009 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 November 3, 2009 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 10.) This approval is for a SPAAD 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. 11.) The parcel has been designated as RR 1:20 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 12.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 13.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage)yards. In no case, shall any such junk motor vehicles be stored in a critical area. 14.) A minimum of two(2)on-site parking spaces shall be provided for the single family residence. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 8/10/2015 Page 2 of 6 Cases Name Review Status Planner Type 15.) The proposal was reviewed against the site plan determination criteria of the Jefferson County Code Chapter 18.40 Article VII. (Site Plan Approval Advance Determinations). The criteria for approval are as follows: 1.The proposed site plan conforms to all applicable county, state and federal, land use, environmental and health regulations and plans, including, but not limited to the following: (a)The Jefferson County Comprehensive Plan; and (b)The provisions of this code, including any incorporated standards. Staff comment: The application was reviewed for consistency under the provisions of the Unified Development Code and Comprehensive Plan. The application was found in compliance with all ordinances pertaining to the proposed development. 2. Adequate provisions for utilities and other public services necessary to serve the needs of the proposed site plan have been demonstrated, including open spaces, drainage ways, roads, and other public ways, potable water, sewage disposal,fire flow and other improvements. Staff comment: The combined size of the two subject parcels is approximately 0.10 of an acre and the revised site plan as submitted on August 25, 2009 and stamped approved on November 3, 2009, complies with JCC 18.30.050, Table 6-1: Density, Dimension and Open Space Standards. Jefferson County Department of Environmental Health reviewed the application with regards to water and septic. The department conditioned the SPAAD approval and commented as follows, "A septic permit application prepared by a licensed designer is required for a E-1 pump chamber prior to application for a building permit. Applicant shall meet requirements of the system owner and manager prior to connection." Access is provided by Beckett Point Rd. (C617509)which is a county local access road. A road approach exists and an address of 1196 has been assigned to the parcel. • The approved site plan has not been reviewed for stormwater requirements. Sections JCC 18.30.060 and JCC 18.30.070 of the Jefferson County Code requires the project applicant prepare a stormwater plan in compliance with the Department of Ecology Stormwater Management Manual for Western Washington to control stormwater, erosion and sediment during construction, to address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. The SPAAD was not reviewed for fire flow. However, the parcel is located within a state approved water system. Jefferson County has no specific adopted fire flow requirements for utilization in permitting. Application of Coordinated Water System Plan (CWSP)fire flow requirements for individual projects is inappropriate since the primary purpose is for water system design to assure adequate pipe size, source, and storage. This application does not vest the parcel for potable water. 3. The probable significant adverse environmental impacts of the proposed site plan, together with any practical means of mitigating adverse impacts, have been considered such that the proposal will not have an unacceptable adverse effect upon the quality of the environment, in accordance with the State Environmental Policy Act(SEPA) implementing provisions contained within this chapter and Chapter 43.21C RCW. Staff comment: Single-family residences are EXEMPT from the State Environmental Policy Act(SEPA). WAC 197-11-800(1)(b)(i) identifies the construction of any residential structure of four(4)dwelling units. 4. Approving the proposed site plan will serve the public use and interest and adequate provision has been made for the public health, safety and general welfare. Staff comment: The proposal will not affect the public health, safety, and general welfare. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 8/10/2015 Page 3 of 6 Cases Name Review Status Planner Type 16.) Duration of Approval-Several of the included findings shall become conditions upon the submittal of a building and septic permit. The duration of approval of the Site Plan shall be effective for five(5)years from the date of original approval by the Administrator. If a building permit has not been issued within the five (5)year period, the Site Plan Approval Advance Determination(SPAAD)cannot be revived or extended except by new application that must meet all the existing criteria and conditions listed in this Section. Knowledge of the expiration date shall be the responsibility of the applicant. The county will not provide notification prior to expiration. Limitations of Approval-Approval of the site plan shall not guarantee the performance of specific site features or improvements (e.g. wells, septic systems, stormwater drainage facilities, etc.)and shall not be immune from changes in state or federal law which are enacted or have an effective date after the date of the Site Plan Approval Advance Determination (SPAAD)and which may affect the performance and implementation of the site plan and associated use or activity. Any subsequent land division or boundary line adjustment of a parcel or lot which has received site plan approval advance determination under this Section 8.7 shall void such site plan approval and require a new site plan approval advance determination application. Approval of a site plan under this section does not constitute authority to comence any development or building activity until such time as final authorizing permits are issued (e.g., septic, wells, stormwater management, or building permit, etc.). Modification to an approved site plan may be required by the applicant and approved by the Administrator subject to the provisions for Type I decisions. (Please request a copy of Section 8.7 of the UDC for criteria pertaining to modifications). 17.) Due to a recent Washington State Supreme Court Case: Futurewise v.WA State DCTED, Ecology, Case#80396-0, the Critical Areas Ordinance(Chapter 18.22, JCC)does not apply to development within Shoreline jurisdiction. Only the Jefferson County Shoreline Management Master Program (Chapter 18.25, JCC)applies to development within 200 feet of the OHWM. 18.) Minimum setback from Beckett Point Road right-of-way shall be 10 feet. Minimum side yard setbacks shall be 5 feet. Minimum rear setback(shoreline)shall be 30 feet from Ordinary High Water Mark(OHWM) and landward of the "historic build line"per the recorded plat. 19.) The building height is not to exceed 35 feet. 20.) Pre-existing legal lots of record less than one acre in size in rural residential districts are subject to the stormwater requirements in Chapter 18.30 JCC and must meet the"Area of Impervious Surface Coverage"to the maximum extent practicable as determined by the administrator. Lot coverage is defined as amount of impervious surface, which includes rooftops, driveways, concrete, etc. 21.) This parcel was created through Beckett Point Fishermen's Club Assessor's Plat under AFN 535120, recorded June 24, 2008, Volume 8, pages 83-98 with the Jefferson County Auditor's office. 22.) Exterior lighting for residential uses shall not exceed twenty feet(20')in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 23.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 24.) Flood hazard reduction measures are to be used as required by the Jefferson County Flood Damage Prevention Ordinance 07-0515-06(Jefferson County Code Chapter 15.15). 25.) Utilities shall be designed as specified in 15.15.080(c)of Jefferson County Flood Damage Prevention Ordinance 07-0515-06(Jefferson County Code Chapter 15.15)which states: (i)All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii)Water wells shall be located on high ground that is not in the floodway; (iii) New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters; (iv) Onsite waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding. 26.) 1) All new construction and substantial improvements shall be anchored to prevent flotation, collapse, or lateral movement of the structure. 2) All manufactured homes shall be anchored to prevent flotation, collapse, or lateral movement, and shall be installed using methods and practices that minimize flood damage. Anchoring methods may include, but are not limited to, use of over-the top or frame ties to ground anchors. 27.) A flood elevation certificate prepared by a qualified professional shall be submitted with the application for the building permit. The flood elevation certificate shall meet the requirements found in Chapter 15.15, Jefferson County Code (JCC). Prior to final inspection of the single-family residence the applicant shall submit a "post construction"flood elevation certificate prepared by a qualified professional. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 8/10/2015 Page 4 of 6 Cases Name Review Status Planner Type 28.) The proposal was sent to the Department of Archaeology and Historic Preservation (DAHP)and the Jamestown S'Klallam Tribe on July 28, 2009. Comments were received from Jamestown S'Klallam Tribe on August 12, 2009 stating in part the following: "The Jamestown S'Klallam Tribe requests that during any ground disturbance, now or any time in the future, that a cultural resources survey be completed before work begins. If after the survey is completed and cultural resources are uncovered during any time of the project that the Department of Archaeology and Historic Preservation and the Jamestown S'Klallam Tribe be contacted". Comments for all SPAADS in general were received from the Department of Archaeology and Historic Preservation (DAHP) via an email dated October 14, 2009, "DAHP would require a survey prior to any development. Therefore, we require a professional archaeological survey of the project area be conducted prior to ground disturbing activities. We also recommend consultation with the concerned Tribes'cultural committees and staff regarding cultural resource issues." Based on these comments a condition requiring a professional archaeological survey prior to any land disturbing activity has been added to this permit. Copies of these letters can be found in MLA09-00159 which is filed at the Jefferson County Dept. of Community Development. 29.) PRIOR TO SUBMITTING A PERMIT APPLICATION AND PRIOR TO ANY GROUND DISTURBING ACTIVITY A PROFESSIONAL ARCHAEOLOGICAL SURVEY OF THE PROJECT AREA SHALL BE CONDUCTED. A COPY OF THE SURVEY SHALL BE SENT TO THE FOLLOWING AGENCIES: JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT, DEPARTMENT OFARCHAEOLOGYAND HISTORIC PRESERVATION (DAHP), THE JAMESTOWN S'KLALLAM TRIBE,AND THE SKOKOMISH TRIBE. DEPENDING ON THE RESULTS OF THIS SURVEY, ARCHAEOLOGICAL MONITORING MAY ALSO BE NECESSARY. IN ADDITION TO THE ABOVE SURVEY, A PERMIT FROM THE DEPARTMENT OF ARCHAEOLOGY AND HISTORIC PRESERVATION (DAHP) MAYALSO BE REQUIRED. DAHP RECOMMENDS CONSULTATION WITH THE CONCERNED TRIBES' CULTURAL COMMITTEES AND STAFF REGARDING CULTURAL RESOURCE ISSUES. 30.) The applicant shall apply for a Shoreline Substantial Development Permit Exemption for any accessory structures or at the time of a building permit for the addition to the single-family residence. 31.) The proposal is located within 200 feet of Ordinary High Water Mark, and is within shoreline jurisdiction per the Shoreline Master Program, Chapter 18.25 Jefferson County Code. The remainder of the parcel, landward of 200 feet from Ordinary High Water Mark is located outside of shoreline jurisdiction and is subject to the Growth Management Act and critical area codes under chapter 18.22 Jefferson County Code. 32.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 33.) The proposed building envelope is in an area of small lots surrounded by residences, outbuildings and roads. Per JCC 18.22.095 the administrator has determined the proposal is excluded from buffers for wetlands due to physical separation and functional isolation created by Beckett Point Road. 34.) The applicant shall provide proof of potable water at the time of building permit application. 35.) A septic permit application prepared by a licensed designer is required for a E-1 pumpchamber prior to application for a building permit. Applicant shall meet requirements of the system owner and manager prior to connection. 36.) THE PROPOSED BUILDING ENVELOPE SPANS ACROSS LOT LINES. AT THE TIME OF BUILDING PERMIT APPLICATION, THE PROPERTY OWNER(BECKETT POINT FISHERMAN'S CLUB)SHALL RECORD A DECLARATION OF RESTRICTIVE COVENANT TO COMBINE WEST BEACH ANNEX LOTS 24 AND 25 TO MEET BULK AND DIMENSIONAL REQUIREMENTS AND SEPTIC REQUIREMENTS. 1\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 8/10/2015 Page 5 of 6 Cases Name Review Status Planner Type 37.) 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. All areas in Jefferson County are included as "critical habitat"for a 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 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. SDP15-00013 MLA15-00050 SCHENK P Anna Bausher Application Received: 7/28/2015 Permit Issued/Case closed: Case Finaled: REPLACE BULDHEAU I HAI PROTECTS THE ADJOINING LEASEHOLDS RESIDENCES LOCATED ON THE NO-BANK, NEAR SHORE LAND OF THE BECKETT POINT FISHERMAN'S CLUB. REMOVE ECOLOGY BLOCKS THAT EXACERBATE BEACH EROSION BY CONCENTRATING BACKWASH. No findings, conditions, or permissions found. PRE15-00013 SCHEAK NA M Anna Bausher Application Received: 4/15/2015 Permit Issued/Case closed: 5/12/2015 Case Finaled: REPLACE BULKHEAD &BREAKWATER No findings, conditions, or permissions found. PRJ09-00091 BECKETT POINT FISHERMEN'S P Application Received: 5/13/2009 Permit Issued/Case closed: Case Finaled: SPAAD No findings, conditions, or permissions found. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 8/10/2015 Page 6 of 6 Parcel Details Page 1 of 2 ' ° ._ iefferson q�Z 4z4 AAA i'-11' ^ril, '' ' ,, < ',.,i- = Home , County Inf© "� Departments Search Parcel Number 932200706 SEARCH pcura Parcel Number: 932200706 — Printer Friendly Owner Mailing Address: q 3a - -7 c 7 BECKETT POINT FISHERMEN'S CLUB % GOODING O'HARA & MACKEY 242 TAYLOR ST f� co ORT TOWNSEND WA98368-5717 I" b16 I J-. y w 7 Site Address: Section: 24 School District: Port Townsend (50) Qtr Section: NW 1/4 Fire Dist: Chimacum (1) Township: 30N Tax Status: Taxable Range: 2W Tax Code: 0111 Planning area:Quimper (2) Sewer: Drainage: Bank: View 1: View 2: Zoning 1: Zoning 2: Zoning 3: Sub Division: 9322 - BECKETT POINT FISHERMAN'S CLUB Assessor's Land Use Code: 9100 - Vacant Land Property Description: BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S PLAT SOUTH BEACH ANNEX LOT 6 Tax. 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PVC'. -per 7 gso� co JEFFERSON COUNTY ! -:j FAY/\/ IF' 1 `2{ DEPARTMENT OF COMMUNITY DEVEL • ENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.Jefferson.wa.us/communihNlevr?lopmAtiiR 1 4 2015 9s.. Tel:360.379.4450� Fax:360.379.4451 I Email:dcd( co jefferson.wa.us I ;' V Building Permits&Inspections I Development Consistency Review j Long Range Planning I Watershed Stewardship Resojrme Center ,iEF[ERSOir'COUNTY -t-PT OF COMMUPiITY DEVELOPMENT Pre-Application Conference ____ The Jefferson County Code (JCC) requires that before an application is made for all Type II and Type III project applications and Type I 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 'the applicant with: (1) A list of the requirements for a complf � ) (2) A general summary of the procedures — f� ation; (3) The references to relevant code provi c that may apply to the approval of the application; and 1'-'e 1 — (4) A list of any applicable hourly review f , or more County agencies upon the filing of a project permit application with Discussions at the conference or the information pi ....,, riot bind or prohibit the County's future application or enforcement of all applicable laws a , ..,a„uns. 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: ,�-� 3 E�L� n .� `, _�Ai P - _�. �_it 'S ' MAILING ADDRESS:4219 1 ' 1 • ' V e • gewoo• , - TELEPHONE:(HOME) (253) 863-4898 (WORK pp c REPRESENTATIVE: Quadra Engineering, SP MAILING ADDRESS: P.O. Box 2.094 Port T ownsend, WA 98. 368 TELEPHONE: HOME _ ( ) (WORK) (360) 460-7311 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: a. Vicinity sketch; b. North arrow and scale; c. Property boundaries and identification of land uses on adjacent properties; 39NO d. Means of ingress and egress; O r� V e. Property/lot drainage; v f. Possible locations of sewage disposal and water supply systems; �� j� g. Location of utility easements; and (�f h. 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. dRce i pi- * 1 , ci zci(,,, OWE M\ H APR 1 4 2015 Property Description f II J1 General Location: 2 vacant lots on the cul-d-sac at the end of Beckett Point Road TY I1 rifTIaENT Legal Description (from Property Tax Statement): BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S PLAT SOUTH BEACH ANNEX LOTS 6 & 7 9-Digit Parcel Nu ber(frr� P erty Tax Statement): 932200706 & 932200707 Total Acreage: O O. V Zone: RR-20 % Lot Coverage: 0 Applicant: Li Owner ❑ Lessee ❑ Contract Purchaser ❑ Other Project Description replace breakwater/ bulkhead Property Owner(name and mailing address): Owner: Beckett Point Fisherman's Club: C/O Gooding, O'hara, &Mackey, 242 Taylor St, Port Townsend WA 98368-5717 -Leaseholder.Janet. L. Schenk, 4219 122nd Ave E, Edgewood, WA 98372 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 .•• -ntry to the applic-it's p operty shall be requested and shall occur only during regular business hours. / 47g /2-C15 (sIGNA IE) (DATE) I hereby designate to act as my agent in matters related to this pre-application conference. (LANDOWNER SIGNATURE) (DATE) G;Wermileenterl##MFORMSRSMIDRD1Curre t DRD Formslpre-app conference form_FINAL.doc REV.11/112013 Page 2 1 PRE15-00013 Pre-Application Conference Janet Schenk/Beckett Point Fisherman's Club County Attendees: Anna Bausher - DCD Time and Date: Tuesday, May 12, 2015 at 10:00am - DCD Conference Room Owner/Applicant: Janet Schenk/Beckett Point Fisherman's Club, Representative - Quadra Engineering (Jay Ward) Description of Proposal: The applicant is proposing to replace an existing bulkhead. The existing bulkhead is believed to have been built in the 1960's and contains creosote timber piles. The replacement bulkhead is proposed to be placed in the same location (decreasing the footprint of the existing by removing ecology blocks) with timber piles and geotextile to allow water to still freely move between the timber piles. The Jefferson County Code is available on-line at http://www.codepublishinp.com/ Building Division - Mary Blain: If you have any questions regarding the requirements of engineering for the bulkhead contact Mary Blain, the DCD Plan Examiner at (360) 379-4461. DEVELOPMENTAL REVIEW DIVISION - Anna Bausher: Land Use: • Zoning: Rural Residential 1:20 • SEPA Exempt under WAC 197-11-800(3) • Archaeological and historic resources (JCC 18.30.160): Project is located in an archeological zone, extra steps will need to be taken for the project. An archeological survey will be needed and application will be forwarded onto the Washington State Department of Archeology and Historic Preservation (DAHP). DAHP may have additional requirements for proposal. Shoreline Master Plan: • Shoreline Designation: Waterward - Priority Aquatic, Landward - Shoreline Residential • Application must comply with Jefferson County Code (JCC) Chapter 18.25 - Shoreline Master Plan (SMP). The proposal would need to comply with all applicable sections of the SMP including: Critical Areas, Shoreline Buffers, and Ecological Protection (JCC 18.25.270); Historic, Archaeological, Cultural, Scientific and Educational Resources (JCC 18.25.280); Vegetation Conservation (JCC 18.25.310); Water Quality and Quantity (JCC 18.25.320); Fill and Excavation (JCC 18.25.370); Structural Shoreline Armoring and Shoreline Stabilization (JCC 18.25.410). • The bulkhead will need to be documented as being established prior to June 1971 when the Shoreline Act was adopted. Normal repair and replacement of existing structures could be permitted as a shoreline exemption under JCC 18.25.560. The proposal must be within a comparable size, shape, and location, and must not cause substantial adverse effects to the shoreline resources. • Demonstrate no net loss of ecological functions. Indicate information of where supplies and equipment will be stored. Any disturbance of vegetation or ecosystem around project must be restored to existing conditions, although enhancement beyond is not necessary. (JCC 18.25.270 and JCC 18.25.310) • Materials that may come in contact with water shall be non-toxic. For any materials or fill proposed to be used identify the clean source and characteristics that it is non-toxic material. (JCC 18.25.320 and JCC 18.25.370) • Bulkheads shall be located to tie in flush with existing bulkheads on adjoining properties, except when adjoining bulkheads to not comply with SMP. (JCC 18.25.410(7). • Requirement of concern: per JCC 18.25.410(4)(6) existing armoring on vacant lots is encouraged to be removed and new armoring is prohibited. Critical Areas: • This proposal for maintenance and replacement would be exempt from JCC 18.22, per JCC 18.22.070(6). Critical areas regulations are adopted by reference in the SMP per 18.25.060(1)(c), proposal shall still comply with SMP. • Frequently Flooded Areas (FEMA Flood Area) - The proposal needs to comply with Chapter 15.15 JCC, which includes addressing federally-listed species for compliance with the FEMA Biological Opinion. For any work that will be conducted in a mapped FEMA flood boundary, submit a Habitat Assessment report based on FEMA requirements (2013 Habitat Assessment Guidance) or a permit issued by the U.S. Army Corps of Engineers. (JCC 15.15) Application and Fees: • Complete Shoreline Exemption and Floodplain Development Application includes the following: o Permit Application o Site Plan o Development Drawings o JARPA o Habitat Assessment o Archeological Survey (prepared by a professional archeologist) o Stormwater Calculation Worksheet o Information which will demonstrate compliance with the code such as narratives or photos, to demonstrate clean sources of fill, nontoxic building materials, and bulkhead existence prior to permitting. o Fees due at the time of application: $565.50 ($546.00 for shoreline exemption Type I; scanning fee for $19.50). Additional review time over the base amount is charged at $78.00 per hour. • Building permit fees are in addition to the land use/zoning fees listed above. • Contact Sally at 360-379-4452 to schedule an appointment for submittal of application OTHER REGULATORY/LAND USE CONSIDERATIONS: • The proposal will be sent out for review and comment by other affected agencies per JCC 18.40.120. • This project will be reviewed by the Washington State Department of Archeology and Historic Preservation. • The project must comply with the Shoreline Management Act and may need approval from the Washington State Department of Ecology. • The project may need a permit from Washington Department of Fish and Wildlife. • This project may need a permit from the Washington Department of Natural Resources. Please contact this agency prior to submitting to DCD (see attached). • This project may need a permit from the U.S. Army Corps of Engineers. This agency has jurisdiction over waters of the U.S., including wetlands, and issues permits pursuant to Section 404 of the Clean Water Act. ]CC 18.40.090(5) Assurances Unavailable. 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 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. / C.)/P3 It: .7)1 I — _ II c1 �,. tc6 .1 4,1_V O 11 w /7"-- ,'fl ,/ /// r • ' , �7 ' s• , I f r ,' ,■,� P�.�,� ' I 14`OE` , ,� ' , , ` . ,_ i I ' 2`C '� y co ` a ; D:\_Jabs_13_OE(cll\_Schenk\_DWD\Schenk Breakwater(3a).*iv,02,4/13!2015 8:36:21 AM I 1 • , ' pp L) ■ _ • ' ' O ..s �� ' , 28 8 - èi ' ':' /' ' m, O r ' V I q it /..11 ° ' r , m ,'t L'J t 1 , , 1 I' 2' c� �' F F , j I . r, c , , ' 0 , , r- 1 • daft,' Ohl ' ■ r'0 0RIIs(EOLD x �1 fI 1 I I ' COT .INE F I' N • ','� 1 t i g -- N , mZ 1 _Z" nTAAON � ill D . _' m - LIMIT f 1,s i , .. � g m � o I r— toil .. q O p rn A 0 I I 1 — F f �Dcm OA -n tCS n : r , m A •r . .I.�9� 1 [ m0 n � mto O � O 22ke IA-CD t f i. �S� nZ�. s.'m` - M qs II. 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E Q � v' P ZN 5 g,,.. � � � mrCC g a I ,co R Ppol;o D , 7 ' F rlr x k b s A•o g � Z ^^tt z � � _ " r t a 1 n m r ' p aN ?' 6.9 �� r' � n'� , rri, r ,�F F F F v _ 2 : '' g ' 1 ,'t F 1I ,( a ! a r.Ki y l'' f 1 P U t F • � � • F ,+� z rte- glol:? P g- � •r 3� q v i4 , ,, a1 1 ; m o , 1 m r 1 7 f r t 40 / F F m ° # F __ ice O � NI , qN i .9 t 1 { SI Z i VO ec] , � , fr 9� ti F #orl V,, '11 4, ci = t - :nr : ' JANET SCHENK SCHENK BULKHEAD 4219 122nd Ave E Q 0 D D 4 O BECKETT POINT ROAD, PORT TOWNSEND WA Edgew�d, WA 98372 2344 APN: 932200708 PHONE: (253) 863-4898 ENGINEERING, SP J FAX: 1630 WALNUT STREET (360) 379-9117 SITE PLAN DRAWN: JIM DESIGNED: JIM CHECKED: HTA P. Box 2094 (360) 460-7311 cell DATE:3/13/15 JOB No: SCALE:AS NOTED SHEET: 1 of J PORT TOWNSEND, WA 98368 htandersenSg.com • Map Output Page 1 of 1 ArcIMS HTML Viewer Ma. =2209 9]12X] t - tifr * filliMempi "4( z It 40111t _ Legend JC Roads Itk, ,* Parcels-R � . ___ 2013 Aerial Photos 44044.^op id R0 " v -> 8932200/:Sf{e2.'”2 .i 4 9"2°°724.. 931"12 932200717401 93"2'200714 4 9322007119 93220ti : 3?200725 9t3220072 .y� 1932200720 ..- 932200716 r 931200116'...ft., }02200719.,.. 9 3220 0 7 1 3 a3cc9722U'�n+'_ ..::. tlr <n CelnX f.e.rd Serra CiS -<24/1 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 .rrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Thu May 07 11:34:32 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 5/7/2015 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma. vti .v, j CLegend 7} JCRoads I � Parcels-H c'�• Landslide Hazard .Yd32OO7114 .,�^ �I,�n .."- 93'0200703-I. - 9302' 0070Q t-�s-rc _ ... 932200707 a! ,.. ---_,z A Maas ay.dod Yy-en.sm Carr,Ccrh e,c,,GO O el=14■1■1109raft 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 .rrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Thu May 07 10:32:22 2015 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 5/7/2015 Anna Bausher From: Donna Frostholm Sent: Monday, March 30, 2015 9:26 AM To: David W. Johnson; Joel Peterson; Colleen Zmolek; Anna Bausher Cc: Carl Smith Subject: FW: shore stabilization Planners: As you may recall from a morning huddle last week, the new SMP shoreline armoring and stabilization requirements are not entirely clear for soft shore stabilization so I forwarded questions on to Ecology; below are the responses from Rick Mraz. Donna From: Mraz, Richard A. (ECY) [mailto:rmra461 @ECY.WA.GOV] Sent: Monday, March 30, 2015 9:15 AM To: Donna Frostholm Cc: McConnell, Michelle (ECY) Subject: RE: shore stabilization Answers imbedded below. From: Donna Frostholm [mailto:DFrostholm(aco.jeffe_rson.wa.us] Sent: Friday, March 27, 2015 3:43 PM To: Mraz, Richard A. (ECY) Cc: McConnell, Michelle (ECY) Subject: shore stabilization Hi Rick: DCD is asking for input from Ecology with regard to structural and nonstructural shoreline stabilization. The armoring/stabilization section appears to be clear as to what can and cannot be approved by DCD for structural armoring, so most of the questions pertain to nonstructural stabilization. The definition of"bioengineering" and "biostabilization" in JCC 18.25.100(2)(m) indicates that it may be considered nonstructural stabilization, but does not specifically state this. Reference to nonstructural stabilization is included with structural armoring policies and regulation (JCC 18.25.410). Examples of nonstructural stabilization are: relocating structures, increasing buffers, enhancing vegetation, and managing drainage and runoff(JCC 18.25.410(1)(b)); all of which seem to be a less intensive shoreline activity than the examples in JCC 18.25.100(2)(m). Based on language in JCC 18.25.410(5)(d) and (d)(iii), it appears that bioengineered shoreline stabilization should not be considered structural armoring/stabilization. Using information from the above SMP sections, DCD is considering bioengineering and biostabilization to be nonstructural armoring/stabilization. Do you agree? Yes, the examples you provide are types of non-structural activities. They include activities designed to avoid and minimize shoreline erosion hazard, but do not entail the emplacement of"structures" as defined by the SMP (structure-a permanent or temporary edifice or building or any piece of work artificially built up or composed of parts joined together in some definite manner, whether installed on, above, or below the surface of the ground or water, except for vessels (WAC 173-27-030). Retaining walls, bulkheads, fences, landscaping walls/decorative rockeries, and similar improvements to real property are examples of structures.) There is no subsection of JCC 18.25.410 with regulatory requirements specific to bioengineering or biostabilization proposals(it appears that JCC 18.25.410(5), (6), (7), (8), and (9) pertain to structural armoring). Therefore, DCD is 1 intending to review new or expanded nonstructural stabilization applications against criteria in 1CC 18.25.410(1), (2), and (10). Do you agree?Yes,these are the primary sections that include language (albeit minimal) related to nonstructural shoreline stabilization. As an aside, beach nourishment may be another type on non-structural stabilization. As you may have figured out, I have dived into the armoring/stabilization section of the SMP in preparation for a pre- application meeting next week (thank you for your comments—I will pass them on to the property owner). I have discusses this SMP section with others here, but we would appreciate your input(I have copied Michelle as she may have some insights). Based on my review of this section,there is the potential that DCD could approve an application to construct a bioengineered/biostabilization project on a parcel along a low-energy, accretional marine shoreline if it were constructed landward of the OHWM and any associated aquatic resources and if the applicant shows compliance with JCC 18.25.410(1), (2),and (10). Do you see any flaw in this rationale? None, at first blush. Specifics of such a proposal would help.The site in question already possesses many of the attributes(beach berms,established vegetation, drift logs, etc.)that one might consider. Thanks much, Donna grostho(m .associate Planner/WetlandSpeciaCist Jefferson County Department of Community Development 621 Sheridan Street Port 7"ownsend Washington 98368 360-379-4466 dfrostholin4co.effersomwa.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 Point& Pay - Create Order Page 1 of 1 Thank you for your payment! This service has been provided by Jefferson County Dept of Community Development, WA and Point& Pay. We value your business. Please keep this receipt for future reference. You have made a payment to Jefferson County Dept of Community Development, WA . Jefferson County Department of Community Development thanks you for your payment. For questions about your account, please call 360-379-4452 , Name: Janet Schenk Address: 4219 - 122 Avenue E., Edgewood WA, US, 98372 Contact: 2538634898 Comments: Payment ID: 17788631 Date: 04/13/15 11:04 AM Subtotal: $409.00 Fee: $12.50 Total: $421.50 Method: Credit or Debit Card(************5503) Iltem Purchased Transaction Description Account Amount Land Use Applications Jefferson Co C D GOV 932200706/932200707 $409.00 Signature: Date: By signing this receipt you agree to the terms and conditions of this service. You will see one line item on your credit or debit card statement indicating the amount you paid and will be identified as Jefferson Co C D GOV. If you have any questions about the charges please call 1-888-891-6064. Print Receipt Close Window D I` APR 1 4 2015 L-_____.__. JEfEKSuii COUNTY DEPT.OF COMMUNITY DEVELOPMENT https://agent.pointandpay.net/pointandpay_counter/vicwReceipt.do?method=viewPayment... 4/14/2015 DEVE*PMENT REVIEW TIME WEET JANET& LEON SCHENK MLA15-00050 Date Time Comments I1ilIS ( h�'' IZev.e ctilc6k�r I s i S •, C e,-c( cr,j i rFo,-e v rs .?l;-.' / ) v Cs r' ►t;tr►-.A 1 Irv( Puvrm.e \\tidemark\data\forms\R_MLT_Case_CRMLA.rpt August 10,2015 IF CONSISTENCY REVIEll Project Planner: Master#M LA1 5-00050 Review Type Project Description all P■i Sclu Y SDP15-00013 REPLACE BULDHEAD THAT PROTECTS THE ADJOINING LEASEHOLDS RESIDENCES LOCATED ON THE NO-BANK,NEAR SHORE LAND OF THE BECKETT POINT FISHERMAN'S CLUB. REMOVE ECOLOGY BLOCKS THAT EXACERBATE BEACH EROSION BY CONCENTRATING BACKWASH. Primary: JANET& LEON SCHENK Site Address: 4219 122ND AVE E 1196 BECKETT POINT RD EDGEWOOD WA 98372-2344 PORT TOWNSEND WA, 98368 OWN BECKETT POINT FISHERMEN'S CLUB % GOODING O'HARA& MACKEY 242 TAYLOR ST PORT TOWNSEND WA 98368-5717 REP JAY WARD 301 EUNICE ST. SEQUIM WA 98382 Project Location: Parcel Number: 932200706 S-T-R: 24-30N-2W Total Acreage Legal Description BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S Land Use: 9100 PLAT SOUTH BEACH ANNEX LOT 6 Flood District: Fire District: 1 Planning Area: Flood Map(FIRM)Panel No: ,chool D 50 Zoning: OS j`Q Parcel Number: 932200707 S-T-R: 24-30N-2W Total Acre ga e Legal Description BECKETT POINT FISHERMAN'S CLUB ASSESSOR'S Land Use: 9100 PLAT SOUTH BEACH ANNEX LOT 7 Flood District: Fire District: 1 Planning Area: Flood Map(FIRM)Panel No: chool D 50 Zoning: Re" :9f' COMP PLAN DESIGNATION: f z_12.1 -el.) COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map (Property lines 1 ._submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property Oil NO [ ] Parcel Tags or Scanned P s ents QE NO v_.. '_.∎' .a [ ] ESA's: Special Reports Nearby N/ ta1.1-_MTM ' [ ] Designated Ag YES Oh, [ ] Shoreline Designation: WO NO €�"__ • - ! . ' ' — �A , L i , [ ] Shoreline Slope S�•.:.'lity YE NO 1,i ` A s to - ' e . , AMI �� tck Stream Type* ES CA I I . FWHCA: Ec l "A a #41 ' •Wetlands N• , a ' 40 . 4_i v- 7 . .. �.'It A /A %, ._.-- Rare Plants: S 0 S� � • Seismic: I'i NO � i� J�i _' f-%�J<� MMf' ,..= �, r . Landslide lir. NO Near ♦ ' ' m. .. ., Flood: CBI NO ,/, i ji n��, I r rL • Erosion: YES A J -- . 1 ' l SSc.SSrnen� Aquifer Recharge Area:YES e SIPZ: none At Risk High Risk r oastal A._i ! b d I a - CMZ: none High Risk Mod- ate RiskDisco.j. -c ed CMZ in Stormwate . e plan 4 itted: ep o fP f/4'•.r?e e— i. C� ∎• \U [ ] Forest Lands: YES p Adjoining Forest Lands: A Commercial/ Rural/ Inholding [ ] Mineral Lands: YES [ ] Agricultural • g a • YES NO [ ] Archaeology: NO [ ] No Shooting one: YES NO [ ] Stormwater: New Impervious Surface w Land Disturbing Activity i .0 S S4V• t ESA's Stormwater Req's:Min R Mm Req#1 thru#5 Min Req#1 thru#10 En eering [ ] Notice Provisions/Disclosure ort YES MRL YES (i a Forest Lands YES ,� [ ] Landscaping Required: Yes Na 44 Parking Parking Spaces Required NO 2 Other Building Height: 35' UBC Standard [ ] Impervious Surface coveraepercentage: Resource Lands&Public: 1 Rural Residential: 25% Rural Ind ustn l: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural In al Lands only [N A/}i Total Building(s) Size: (U RVC:20,000 SF CC:5,003 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ J Setbacks: Front: Left Side:-_-- £/: /r Right Side: Rear: --'3Q hiS lYi� i j � f� r tJ Shoreline Setback: `S-hr 1 i_ y i • 1, O ;v ry (fA-e. LSHA Setback: `3 ' dpc j,„ . y �,` — . • a - ,o Ara [ ] Road Classification: c_ .,,y,, Ai..... 11.11111111111M.1 Road Approach: EXISTING NO! Q'D 1ZAP 0 q — 06 [ S [ ] SEPA Required: YES EXEMPT - ', A A C ^ 1 `1 [ ] Flood Certificate: 1 ��a. 1 � 5 � [ ] Existing Case(s)& on'dition(s): Q ,rlQ , Violations: Yes [ ] Recorded Date of Subdivision: 1 FN 53 51 2-C, Over 5yrs=UDC Plat Conditions: k.) f, <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrict'j�c ovenant YES( , submitted: YES NO [ ] UGA No Protest Agreement YE (NO�submitted: Y ✓✓ NO [ ] Site Visit conducted YES [ ] Require Final Zoning Approval S (NO) [ ] ADMIN: Setbacks entered in Permit Plan c. ._ / YES New Parcel Tags entered in Pe 't Plan 1 / k) S eSSrn Ph f Special Reports Scanned N/A Vin 4- 4Si&ti.e- Title Notes Updated Parcel tags found for parcel 932200706 1.) WSRC Coaching - 2013-03-18 storm water, bulkhead repair 5/9/13 SMP Parcel tags found for parcel 932200707 2.) WSRC Coaching - 2013-03-18 storm water, bulkhead repair 5/9/13 SMP Associated CASES status issued finaled description 932200706 MLA09-00159 RAP09-00034 1 10/12/2009 RAP&911-Beckett Point Rd ZON09-00054 A 11/3/2009 SPAAD-SITE PLAN APPROVAL ADVANCED DETERMINATION for residential development MLA15-00050 SDP15-00013 P REPLACE BULDHEAD THAT PROTECTS THE ADJOINING LEASEHOLDS RESIDENCES LOCATED ON THE NO-BANK,NEAR SHORE LAND OF THE BECKETT POINT FISHERMAN'S CLUB. REMOVE ECOLOGY BLOCKS THAT EXACERBATE BEACH EROSION BY CONCENTRATING BACKWASH. PRE15-00013 M 5/12/2015 REPLACE BULKHEAD&BREAKWATER PRJ09-00091 P SPAAD cv7 e5L19-ULLk_kg_a_ -1t6t tura- c-cre----601/1(Y`-'73 - ixo P-� C � / OIL