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HomeMy WebLinkAboutZON2012-00004 UDC CONSISTENCY REVIEW • Proj 'lakt: Master#MLA12-00020 Review Type Project Description ZON12-00004 I SPAAD U.-4 Primary: DOUGLAS M KVINNESLAND Site Address: 2981 PARADISE BAY RD 320 TALA SHORE DR PORT LUDLOW WA 983658739 PORT LUDLOW WA, 98365 REP BARBARA BLOWERS q30 ec P I kt PORT TOWNSEND WA 98368 Project Location: Parcel number 998 200 304, Tala Shores#3,4, Section 15, Township 28, Range !E, WM, located at 320 Tala Shore Drive,Port Ludlow 98368 n Parcel Number: 998200304 S-T-R: 15-28N-01E TotalAcreagf �¢4 Legal Description TALA SHORES#3 4 Land Use: 1101 Flood District: Fire District: 3 Planning Area: 8 nt Flood Map (FIRM)Panel No: ! / School 49 Zoning: COMP PLAN DESIGNATION: W _J1 , COMMUNITY PLAN: UGA:_ UGA Trans MPR: WATER SUPPLY UTILITY: Service Area PUD: [ Plot plan states"property line" � 4 Assessor's Map (Property submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) `;�] Legal Access to Prope YES NO StParcel Tags or Scanned cum YES NO 9 ESA's: Special Repo s Nearbydii) NO Designated Ag YE' i1 ��1 Shoreline Designation:IV NO I ' y�50 *t II a* Shoreline Slope Stab' •ty: YES 1 14 ► , A, IR_ •J �imy Stream Type YES iletb Fish&Wildlife:YEs0— Wetlands: YES :• y AIIM Rare Plants:Y S 40 _ — Seismic: 4010 NO'' Z sA �e-_` _' I Q Landslide: . e 7 �U!,G¢/� Flood: YES 0� 1 — — Erosion: YES iil Aquifer Recharge Areas No-50SC_, _ SIPZ: .• l- At Risk High Risk (oast -WV , 1 — ------ CMZ: none High Risk Mod- .te Risk Disconnected CMZ ik Stormwater site p an sui 'tied: Yell) Forest Lands: YES (r No Adjoining Forest Lands: _ Commercial/ Rural/ Inholding WAMineral Lands: YES Agricultural Lands: YES NO Opp Archaeology: YES NO — /f 754Stormwater: New Impervious Surface _Land Disturbing Activity �-"�� ESA's - Stormwater Req's: Min Req#2 Min Re. #1 thru#5 Min Req#1 thru#10 Engineering 4, Notice Provisions/Disclosur • Airport YES In RL YES 0 Forest Lands YES No ,.,A,' Landscaping Required:Ye i Parking Rei . ed Building Height:Spaces UBC Standard Other Impervious Surface coverage percentage: 25-(1? 0 Resource Lands&Public: 10% Rural Residential: 25% Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only Total Building(s)Size: RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC:10,000 SF All others:subject to se c&water constraints/Nom specified [ ] Setbacks: Front: 9, C' / Left Side: 5 " Right Side: S Rear: Shoreline Setback: LSHA Setback:30 Road Classification:__ !athA 1M Q al,5--D cf I 0 e1) Road Appro.4 •! . I'D RAP SEPA Required:Y EXEMP ,V)--- c:4- Flood Certificate: _ Existing Case(s) &Con ' 'on(s): e - ��.plo-(;L) Violations: Yes N X Recorded Date of b ivision: lI(O AFN Over 5yrs=UDC Plat Conditions: A ji <5yrs=Plat Conditions on plat or Old Ordinance 4. Lots/Require Declaration of Restric ' Covenant YES ubmitted: YES e AO, .UGA No Protest Agreement 1\Q-9, submitted: YES 0 op" / Site Visit conducted YES el r ,T � DMT ' AN• :Setbacks entered in Permit Plan c• __ N/A Igil New Parcel Tags entered inP it Plan qfp YES _ Special Reports Scanned N/A YES No parcel tags found for parcel Associated CASES status issued finaled description 998200304 BLD04-00136 F 3/5/2004 3/12/2004 PROPANE TANK INSTALLATION SEP77-00156 F 10/7/1977 5/5/1978 failed,now filed with SEP10-139 BLD79-00017 F 6/7/1979 9/20/2000 TITLE ELIMINATION FOR MOBILE HOME BLD91-00311 F 5/23/1991 detached garage BLD97-00399 F 6/24/1997 9/9/1997 PROPANE TANK INSTALLATION MLA10-00391 PRJ10-00316 P 110P" SEP10-00139 A 12/23/2010 SDP10-00130 A 1/26/2011 SHORELINE EXEMPTION FOR SEPTIC APPLICATION MLA12-00020 ZON12-00004 P SPAAD S0M77-00156 RCR 11/14/2011 15 1 ;' �� 3°1114L— JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: DOUGLAS M KVINNESLAND 2981 PARADISE BAY RD PORT LUDLOW WA 983658739 DATE ISSUED: June 28, 2012 DATE EXPIRES: June 28, 2017 MLA NUMBER: MLA12-00020 PROJECT PLANNER: Michelle Farfan PROJECT DESCRIPTION: SPAAD - Site Plan Approval Advanced Determination for residential development PROJECT LOCATION: Parcel number 998 200 304, Tala Shores #3, 4, Section 15, Township 28, Range !E, WM, located at 320 Tala Shore Drive, Port Ludlow 98368 CONDITIONS: 1.) Health approval of this SPAAD is based on the notes added to the revised site plan on April 24, 2012 that excludes those portions of the primary and reserve drainfield areas and septic components identified as buildable area. 2.) 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. 3.) 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. 4.) 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. 5.) 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. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 6.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 7.) A Geotechnical Report dated October 27, 2011 prepared by Zenovic&Associates was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 75-feet shall be maintained as any future structures will stay within the existing house footprint that is identified as being 75 feet from th top of the marine bank. This proposal is under the No Net Loss, RCW 36.70A.480(3)(c). 8.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 9.) A stormwater management plan shall be prepared and submitted at time of building permit application and shall comply with the Washington State 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 a stormwater and drainage control system. 10.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 11.) 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. 12.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 13.) 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). 14.) Minimum setback from Tala Shore Drive right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from shoreline top of bank shall be no less than 75 feet(any new structures shall be located within the footprint of the existing residence in order to comply with the"no net loss" requirement of RCW 36.70A.480(3)(c)). 15.) The building height is not to exceed 35 feet. 16.) 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. 17.) 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. 18.) 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. 19.) 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. 20.) 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. 21.) The applicant shall provide proof of potable water at the time of building permit application. This application does not vest the parcel for potable water. 22.) Maintaining ground cover will help reduce erosion from surface runoff. Any bare areas that develop should be revegetated. Native low growing vegetation that requires little or no irrigation would be the most beneficial. 23.) Tree limbs, lawn clippings, etc. should not be thrown over the bluff because these piles have a tendency to damage/kill the underlying vegetation which in turn increases the erosion potential of the bluff soils. These piles also add unnecessary weight to the bluff soils, especially when saturated with water. 24.) Silt fences or other sediment control devices may be needed during construction such that sedimentation off site does not significantly exceed predevelopment conditions. Standard erosion control best management practices (BMP's) should be utilized as necessary to prevent erosion and off-site runoff. Temporary stabilization might include silt fences and/or hay bails or straw waddles staked with rebar. Permanent stabilization might include replanting, mulching or gravel. 25.) Control of drainage from impervious surfaces on the site is critical for protecting the integrity of the marine bank. Saturation of the soils lowers the grade at which the soils are stable. In addition, the surface soils are very erosive and discharging concentrated runoff onto these soils will negatively impact slope stability. Drainage from roof runoff and other impervious surfaces should be collected into a tight line system and directed to the existing drainage system for the garage/shop structure that discharges at the base of the marine bank. Proper analysis of runoff rates needs to be completed to assure that the existing system will not be overloaded with the addition of this new runoff. 26.) Based on preliminary design information, the proposed structure will apparently be founded on the sandy gravel material well above the till layer. Zenovic &Associates recommends that the structure be founded on conventional spread footings or slab on grade bearing on the natural sandy gravel. A net allowable bearing pressure of 3,000 pounds per square foot (psf) should be used for design of all foundations. The allowable bearing pressure may be increased by 33 percent for short term or infrequent loading such as wind and seismic loads. The recommended minimum dimension of continuous or isolated footings is 18 inches. Due to proximity of the proposed structure to the top of the nearby slope, the increase in allowable sliding resistance as set forth in Section 1804.3.1 of the 2009 International Building Code is not permitted for this project. 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.) Any disturbance of the EXISTING septic system components or soil disturbance in the vicinity may invalidate the septic system permit, and prevent future building permit approval. 3.) The SPAAD approval does not assure future use of the existing onsite sewage system permitted under SEP10-00139. Any development application for a structure shall comply with the requirements of the current Jefferson County Code. JCC 8.15.060 (3)Any new or replacement residence or commercial structure, or any expansion, as that term is defined in 8.15.050 of this Code, may be connected to a pre-existing on-site sewage system only when the pre-existing system has hydraulic capacity, sufficient vertical and horizontal separation, an adequate reserve area and satisfies all other requirements to be in compliance with current code. Any changes, alterations or modification of the site in the vicinity of the approved design may invalidate this permit. 4.) The application was reviewed by the Jefferson County Department of Community Development staff on February 27,2012 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: suburbar shoreline designation; stable/unstable old slide shoreline slope stability; seismic; severe landslide hazard area; SUSC aquifer recharge area; coastal SIPZ. 5.) 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. 6.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 7.) 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. 8.) 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 drillec 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. 9.) 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. 10.) 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). 11.) The revised site plan dated April 24, 2012 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 June 28, 2012 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 12.) 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. 13.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effectivE August 28, 1998. 14.) The proposal was reviewed against the site plan determination criteria of the Unified Development Code (Section 8.7). The criteria for approval is 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: The Jefferson County Comprehensive Plan and the provisions of the Unified Development Code. Staff comment: The application was reviewed for consistency under the provisions of the Unified Development Code, Comprehensive Plan, and Shoreline Master Program. 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, sewerage disposal, fire flow and other improvements. Staff comment: Staff comment: The parcels total approximately 0.55-acres, and the revised site plan dated April 24, 2012 complies with UDC Table 6-1: Density, Dimension and Open Space Standards. Environmental Health states there is a septic system under SEP10-139. Health approval of this SPAAD is based on the notes added to the revised site plan on April 24, 2012 that excludes those portions of the primary and reserve drainfield areas and septic components identified as buildable area. The SPAAD approval does not assure use of the existing onsite sewage system. Any development application for a structure shall comply with the requirements of the current Jefferson County Code. JCC 8.15.060 (3)Any new or replacement residence or commercial structure, or any expansion, as that term is defined in 8.15.050 of this Code, may be connected to a pre-existing on-site sewage system only when the pre-existing system has hydraulic capacity, sufficient vertical and horizontal separation, an adequate reserve area and satisfies all other requirements to be in compliance with current code. Any changes, alterations or modification of the site in the vicinity of the approved design may invalidate this permit. The parcel is served by an existing on-site well. Potable water is required at time of building permit application. The SPAAD does not vest for potable water. 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 due to the application as proposed identifies the parcel as utilizing a well. 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. 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 the provisions contained within Section 8 of this Code 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. 15.) The revised site plan dated February 7, 2012 states proposed development will occur within the existing single family residence footprint. The geotech report states the existing single family residence is approximately 75 feet from the top of the marine bank (marine bank is approximately 50 feet in height). RCW 36.70A.480(3)(c)(i) applies to this proposal in that there is existing development on the parcel consisting of a single family residence with deck (bottom of deck is enclosed) and an installed septic system under permit number SEP10-139. The county's first critical areas ordinance was adopted on May 9, 1994 of which the existing development(existing house built in 1979) pre-dates this CAO. The proposal conforms to the 1989 SMP and there is no net loss in buffer habitat function. 16.) 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 The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. APPEALS: Pursuant to RCW 36.70C,the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court within twenty-one(21)calendar days of the date of issuance of this land use decision. For more information related to judical appeals see JCC 18.40.340. ti ,_ j_\...tki trassAl LA,--- Cfre12- 12.—• !' Administrator MLA 12-00020 \\tidemark\data\forms\F_MLT_IssuePermit_U.rpt 6/28/2012 Page 6 of 6 tivr i ...,i-,,... & ASS 0 C I A T E S 301 East 6th Street,Suite 1 Port Angeles,Washington 98362 INCORPORATED (360)417-0501 Fax(360)417-0514 E-mail:zenovic@olympus.net GEOTECHNICAL REPORT NEW SINGLE FAMILY RESIDENCE F O IE _ V _E DOUGLAS M. KVINNESLAND 320 TALA SHORE DRIVE PORT LUDLOW, WA 98365 11 FEB - 7202 J ,1 JEFFERSON COUNTY 1.0 INTRODUCTION DEPT.OF COMMUNITY DEv,'EI.OPMENT Zenovic &Associates, Inc. was retained by Douglas Kvinnesland to complete a geotechnical report for the proposed construction of a new single-family residence at 320 Tala Shore Drive in Port Ludlow. The report is required pursuant to Jefferson County Code Section 18.22 (Critical Areas)and 18.25 (Shoreline Master Program) prior to permitting a residence within 200 feet of the Ordinary High Water mark of Hood Canal and within a mapped Geologically Hazardous Area. 1.1 Site Location The site is located on the east side of Tala Shore Drive, approximately 1/3 mile north of Paradise Bay Road, south and east of the community of Port Ludlow, within the NW 1/4 of the SE '/ of Section 15, T 30 N, R 1 E, W.M. The site is at 47 deg. 54' 37" N Lat. and 122 deg. 39' 21" W Long. The site location is shown on the Site Vicinity Map, Figure 1. 1.2 Proposed Construction We understand that the proposed project consists of the demolition of the existing dwelling on the property and the construction of a new residence in the general footprint of the existing house. A new on-site sewage disposal drainfield has been recently installed just to the west of the existing house. 1.3 Purpose Pursuant to the Jefferson County Unified Development Code (JCC 18.22), a Geotechnical Report is required for development on lots which have a designated Landslide Hazard Area. The marine bank along the east edge of the property meets the definition of a Landslide Hazard Area as set forth in JCC 18.22.160. The purpose of the investigation was to evaluate the potential of the failure of the marine bluff that forms the east edge of the property and establish appropriate protection standards for the lot that will minimize the potential for impacts to the bank from the proposed development. ArcIMS Viewer Page 1 of 2 7 -- ,..:.,,,,, a. ri :fir e A :. ie)-.-.\\,..,.,H .8L..„___Ii—N> i� "}d k l''' '�1 �. i .e3 c ...., ri,s 4.: ,,,,,,47 ,s,;::::::k!!„:'lf9frZ,:::.,1*:;1P::"61; ,":#0,,x':,,,,,,,,,i, 14' Ci, af3' q , 43, 0- 4, to y_ `"" : eii9.:.: -,,,,t,tilic:-., • . ... �.......... � k Via , : a+Y � • • ..af'"�x."11 r , qA le 17 23 111.1.11:".4e'r''' ,e'',14.^, ::4,7:1`%, • ..�-.^- r :7::Z• '%'::-44S::,,,:.*:;:;'„s;v;;ll1:::::::; #xa �' 4u • ';' '�' _� sla ?-int..y N �yi17 • 1 4 "*e �w $. • • • I ,�{ ■ ▪. ••x x x x 1 ■ .4..4,4,.? 1.1,, ‘..„, f f ?;,4-Spy,,, ; • �9i 19 % f Q rt fie ; • ■ • ■ ■•▪ 28N1E 4 _ tett • Ml Wilder WaY W Alder r ' _ a r ' 3 r ,��rAtltly COOC7et fdd 80 3 \\\\.i 131 ' ' 27 • a , 28 r AIS Ramded gr.krbam ■ /I r 28 Cause/Central 0 i -u+t i�i r 1 rri Loc toIr "MAP http://maps.co.jefferson.wa.us/Website/mspub/MapFrame.htra 11/3/2011 Page 2 Geotechnical Report for Douglas Kvinnesland —320 Tala Shore Drive, Port Ludlow October 27, 2011 2.0 SITE INVESTIGATION 2.1 Site Description The project site is currently developed with a single-family residence, a detached garage, a small shop, and a gravel driveway. The lot slopes downhill consistently from west to east (towards the marine bank) at an average slope of 10-15%. The existing dwelling is located approximately 75 feet from the top of the marine bank. The garage is located on the north side of the driveway approximately 30 feet west(uphill)from the dwelling; the shop is located on the south side of the driveway just west of the garage. The marine bank has an estimated height of 50 feet(based on measurements using a hand-held inclinometer)and an average slope of 65 degrees (0.5 horizontal to 1 vertical). The face of the bluff is covered with dense vegetation consisting primarily of small diameter willow trees and an understory of native brush and ground cover. The toe of the bank sits on the upper beach area of the Hood Canal; no armoring of the toe of the bank was observed. The upland portion of the lot between the top of the bank and the existing dwelling is covered with lawn and some ornamental plantings. A short rock wall, averaging approximately 30" in height is located approximately 35 feet from the top of the bluff. From the top of the wall, the level yard area extends a distance of 40 feet to the dwelling. An 8' wide wood deck extends along the entire water side of the dwelling. A small storage/work room located below the deck and extending an additional 12 feet out from the edge of the deck is located approximately in the middle 1/3 of the dwelling. A small, well-vegetated swale is located along the south property line. Vegetation in the swale consists of salmonberry, ferns, and big leaf maples. No defined drainage path was observed in the swale that would indicate that this area is part of any natural or man-made drainage system. 2.2 Geologic Setting The site lies within the Strait of Juan de Fuca branch of the Georgia Depression. The Strait of Juan de Fuca Branch was occupied by the Juan de Fuca lobe of the Cordilleran ice sheet during the Vashon Stade of the Fraser Glaciation. The Geologic Map of Eastern Jefferson County indicates that the basic geologic formation of the project area is Vashon Lodgement Till. Till is described as an unsorted, unstratified, highly compacted mixture of clay, silt, sand, gravel, and boulders deposited by glacial ice and may contain interbedded stratified sand, silt, and gravel. Page 3 Geotechnical Report for Douglas Kvinnesland —320 Tala Shore Drive, Port Ludlow October 27, 2011 2.3 USDA Soil Conservation Service Soils Information The United States Department of Agriculture (USDA) Soil Survey of Jefferson County Area, Washington, issued August 1975, indicates that the near surface soils (0 to 5 feet below the existing ground surface (bgs))at the site consists of the Alderwood-Sinclair association, soils that are typically moderately well-drained, dominantly strongly sloping to steep, gravelly soils underlain by compact glacial till. The site soils are mapped as Cassolary-Kitsap complex (CkD), 15 to 30% slopes. 2.4 Coastal Zone Atlas Information The marine bank along the project site is designated as Unstable Old Slide by the Coastal Zone Atlas. The instability of the slope is a result of the impacts from surface erosion of the marine bank and shoreline dynamics. While the glacial till soil mass is relatively stable, the flow of intercepted groundwater will erode the bank face and freeze- thaw cycles in winter tend to increase this impact. The eroded soil is deposited at the toe of the bluff, providing some protection of the bank. The wave and tidal action will erode these soils and allow for further oversteepening. At this site the wave and tidal action is minimal due to the stability of the beach formation at the base of the bluff. As such, the slope stability in this location is much greater than a typical marine bank. 2.5 Subsurface Exploration No test pits were completed for this project due to the lack of access to the portion of the site adjacent to the marine bank and the ability to observe the near vertical portion of the bluff adjacent to the shoreline. 3.0 CONCLUSIONS AND RECOMMENDATIONS 3.1 General The recommendations for design and construction presented in the following sections are based on our understanding of the proposed construction (Section 1.2), engineering assessment of the anticipated subsurface conditions (Section 2.4), and experience with similar projects in similar soil conditions. If there is any change in the project criteria, including project location on the site, a review should be made by this office prior to final design and construction at the site. The design recommendations included in this report do not apply to future structures. 3.2 Setback from the Top of the Marine Bank Based on our inspection of the site, review of historical photographs and maps, and observation of the shoreline bank, it is estimated that the rate of recession will be less than 3-4" per year and that the formation will stabilize when the slope approaches Page 4 Geotechnical Report for Douglas Kvinnesland —320 Tala Shore Drive, Port Ludlow October 27, 2011 approximately 1 horizontal to 1 vertical. As such, the top of the glacial till formation will stabilize about 25 feet westerly of is current location in not less than 100 years. Using a typical safety factor of 100%, the recommended setback from the existing top of the bluff would be 50 feet. This setback is less than the bank height setback required by the Shoreline Master Plan. Constructing a house in the approximate footprint of the existing modular home will result in a structure that is safe from bluff recession for much longer than the lifespan of a typical house. 3.3 Shallow Foundations Based on preliminary design information, the proposed structure will apparently be founded on the sandy gravel material well above the till layer. We recommend that the structure be founded on conventional spread footings or slab on grade bearing on the natural sandy gravel. A net allowable bearing pressure of 3,000 pounds per square foot (psf) should be used for the design of all foundations. The allowable bearing pressure may be increased by 33 percent for short term or infrequent loading such as wind and seismic loads. The recommended minimum dimension of continuous or isolated footings is 18 inches. Due to the proximity of the proposed structure to the top of the nearby slope, the increase in allowable sliding resistance as set forth in Section 1804.3.1 of the 2009 International Building Code is not permitted for this project. 3.4 Permanent Slopes Permanent cut or fill slopes should be designed to be no steeper than 2 horizontal to 1 vertical. Permanent slopes should be replanted with fast-growing, deep rooted grasses, shrubs, and other ground cover after final grading. If vegetation is not fully established prior to wet weather occurring, the slopes should be covered with visquene to aid in preventing excessive erosion and water infiltration. 3.5 Drainage Control of drainage from impervious surfaces on the site is critical for protecting the integrity of the marine bank. Saturation of the soils lowers the grade at which the soils are stable. In addition, the surface soils are very erosive and discharging concentrated runoff onto these soils will negatively impact slope stability. Drainage from roof runoff and other impervious surfaces should be collected into a tight line system and directed to the existing drainage system for the garage/shop structure that discharges at the base of the marine bank. Proper analysis of runoff rates needs to be completed to assure that the existing system will not be overloaded with the addition of this new runoff. Page 5 Geotechnical Report for Douglas Kvinnesland—320 Tale Shore Drive, Port Ludlow October 27, 2011 3.6 Groundwater Influence on Structures/Construction Groundwater was not encountered in the test pit excavations as noted previously. It is not anticipated that groundwater will be encountered in excavation for the building. 4.0 REVIEW AND CONSTRUCTION OBSERVATIONS 4.1 Review of Plans and Specifications The recommendations outlined in this report are based only on preliminary plans and verbal discussions about the project with the Client's representative. It is recommended that Zenovic &Associates, Inc. be retained to review the final plans and specifications to assure that the requirements set forth herein are met. 5.2 Construction Observations Due to the scope of the project, construction observation is not anticipated to be required for this project. However, if soil conditions that vary significantly from those presented herein are encountered during site excavation activities, Zenovic &Associates, Inc. should be contacted to review the conditions and make appropriate changes, if required. 5.0 LIMITATIONS This report has been prepared for Mr. Douglas Kvinnesland regarding the subject project. Information provided in this report has been collected and interpreted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions, and in accordance with sound and generally accepted principles consistent with normal consulting practice. No other warranty, expressed or implied, including (but not limited to)any warranty or merchantability or fitness for a particular use has been made. In the event that change in nature, design, or location of the proposed construction is made, or any physical changes to the site occur, recommendations are not considered valid unless the changes are reviewed by our firm and conclusions of this report are modified or verified in writing. The subsurface exploration logs and related information depicts conditions only at the specific locations and at the particular time designated on the logs. The passage of time may result in a change of subsurface conditions at these exploration locations. Subsurface conditions at other locations may differ from conditions occurring at the exploration locations. The nature and extent of variations of subsurface conditions between exploration locations are not known. If variations appear during additional exploration or construction, reevaluation of recommendations in this report may be necessary. Page 6 Geotechnical Report for Douglas Kvinnesland —320 Tala Shore Drive, Port Ludlow October 27, 2011 The scope of Zenovic's services did not include an environmental assessment for the presence or absence of 1) hazardous and/or toxic materials, in the soil, groundwater, surface water, or atmosphere, and 2)wetlands. 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Eil ,, 998200303 1 /) '` e. :� / ) eaaznas 3 ? 771 t 1 > f ` � 1 49ffL665'62 � r 1 1 � 988200301 ! 1, �C-�"` p 1( f 'i 7 - ..998'908132 i 1 \\ '- _ 948266226 1 1C- ' !11 y ,` ( , 998200131 4 30 ,,,, 1 11 . 9982'00219 ,I'g, 1 { 4 ,2Q s."--------' - Com- ,` \ 99626862f 1 122,001 ```,l C`----t7;y1 /t 5,5,3 •V Y.j )) .N) > ;J ,t ` \498200218 F 3.,9 t9 r: * _..,y�l J i �19982002,6`,, i .. 223 ;_1\5 N 11 1 998,,,,23 t IM,) % 996200,22 f; 821221001,A 9982002151 1 I a. 99 NssvmMo9by Jef WICourV Colrrt Scrams G4S 99$2002/4 ' 996,200121 .I r+''J 3/911 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Tue Feb 07 11:53:31 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 2/7/2012 , 'Map Output Page 1 of 1 ArcIMS HTML Viewer Map I I r 982003,8a! °iil:i°ia01.1. `0111!4: i_..998200340. 1;;;; ,iiii;_irs;_r! !eiaiiiiiiiiiii 999200318; i-i�i=i ... iiiiiimitigiq 998200342 ,'..::::::x::x: �=s: `"ti ccivi�1 -i�;i 1 .._._......._._.E!!ilii.mil..._..._. 995295318[Siiiiiiiiii5ia;E:-v:i:ni onc:_:::xr-: 1 __._ilii:: v!!_:!,-v:3,':iii,li ffi u::ie - :s:!E!ii:o:. E! ..:....i:-ci._ ilii.._. ... :...::::.. ..._lain=!lialiFil;?_i - !!ai'i,i 11F _!!'giEc'E:i!vi ii_aiiiEETT j 4 9'9ty.�iiiiiCi'niix_iefiii 'n"al!!e 99525Q343 _ _ _ __ii:_ niigi 1gcivi:,vii2 "" "' vivid ; ..-. ,:s:^::rs:=e: ilii..-...E..: ilii.. :n=!:i!!!_._..!n n,Fm,uFu,OHS y _... :=^'toil:'-' nnnnii'E!_.�EIEailiiii _ _ilii.......... 998200fsy?!!plca :n - : a __ . .. 1_ 98234 f !ai ._i_m :: il ,_____, m Jrzaarixm!na1n4!s,n: 3992ys m �9982tW3t$ia ..: eealii: ' m 998200345 _ :"':s=Fa .-« :::. E _! .npgFii, _-1 I 94920031tiii siiw!°n 498200347 r—_"- ' i !;9!!!n: cil_i,:.i..illi :a,3:-iiiiii as 998204370 . ilii 821:32001 i _998200348.....__ 99820030009;3':w4H - ............... Uggi --- --- Legend '"-'�_ "4!i Selected Features 998200349 498200308;€iiiiii!�5ii tit'i_!!=!::::_-r'=!_, ' ""` a iiiiiiiiii JC_Roads E rI 998200307 Ei 998200350 I lrarn!f0!rn: Parcels-H iNgin 111$1, 948mG30G_ `...x Ei Shoreline 200 Foot Buffer ._... ..._.::::::::::::ilii. t t _ Eiv!iia!i: , 9952cvx3siii-iiii€ii'iiiii iE�i,-nfi aifE!E!;!!!!_ _ _-'--"'-,_I __ilii...._.... 908200352 1 9982003......8 i xii.....ii:. i -1 1 °1!1:1411---- ORE: 1 9982(1,iii-:' iiim IIIIT1941 998200353 Ll---ilii. v 'l :.Eiiiimiii .x:a.:.:._._...-°.:ilii.. ;-._�_ r 99525539z9i1�iieili i�i.E.iiiiiieie11o1��NMI! 99g200354 1 1 - gPOiiiia 1 9982047'i . xx- u :y -�_� !!611 i4iiia!n v r c�: ; 596200220498200132;a ii-r'iiiiiei T iiiG!E!!!E!4i F,i-i,i i:r;^m,;,n ilii._:.di:liimiiii'>i' ._........... [111111=ieiiiE IEiiiai4 998200.3ai li i ia!i i_!x_.i:n:: ilii.. E..:.I.i._..kn.n:.:..n::in:ii'iic ilii_..._ilii._..:n:i::::niiiiii:iF-x'.'E iiF a!!F!!aviiial. • _ '-1iiEi�'1!ir aiirii'iiiiai f-__._._._.-.._____.__ 00ti"i�ii':�-iiiii ii:Nirv°v!vi Fmn:i:x: 999204.“,...: i%iiii-xi@!!r iiiiHiii iu,!ihiiii!ia; 998200219 ---I� L _—_ ( 988200129 3 1 998200221 a„ a 999200/2 .. _ -rtitttlitt:a �!Fn,v :„!F,m!!!y i 821221001 ( i i i1 ,948200t2TIa :1sp31; 998200218 1 998TQ9 :::in.19 .:!:::i iii i : ....Id..,,i,ii•! :i:: . t' i P s ; — 9910012ppil !4 ai\ �n .: siNi° 6: _998200723 r,t!N! 411 'HEAR 995299215 Eglio )) ttI F 4 'E F i fii rad �� ,._ .___- 1 1 44820.....A ilii 0.1$liiiri i,F!fiid! !si. n,i,r i i Ai' '�.. -'t7 1011N!, pi 1911!ig11i0!11011 9982W122i0a !I,! dim! ,iiPi�9:R 82/221001 �-.-_ 998'200215 �' �EHIN9Nh!NN01N'-=-lI!919II 0i9Ii19'I�ii '"b, .____ 998200.2EFimilincl9iiiir.l4ii!iilnti;. MDQ...blbr,, - c.nte ,dy,n...' ,g69982002.4 III MIN41Nil'"' 3 t snn.nF:n:xa:mdEamii.ha .. 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.Tue Feb 07 11:53:58 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 2/7/2012 , 'Map Output Page 1 of 1 ArcIMS HTML Viewer Map 998260540 I 9080 3'6 112'"'-`2ff1` X2_4 4+i I 908200342 996200316 _ ..__. J 0022DYb 6V 343 O1.______ 74:..1.1 g1'a4l'`ABY;f , 200313 � _210312 I .--821182001 .,xu1_ny18 .�.__- Legend � i Selected Features Y.Y10 ._,jI 1JC_Roads �xr u., Parcels-H Parcel Tags-H 908031361 O No 3p..Repen 9982(.833_ 0Space Repo. 998200353448200354 i ._.90.v _v. j _t-� -..__....22....2.2.._ -i998200132 J 0062000220 998200131 t i _ �998200130 0982(%129 ._._._ L. 998200129 II 40820022199az0012ai 6t 22,00. s2oo122908203218 I I 998200128r 9982(3125 9982001231 I 996200216 ! .2.2...2_. 996200123 I ra J X15 .f 1 998200122 621221001 ) / F" -.._.,._._ 51m:76.4edby..teesO CartyCsera 935/6es QS 99820021A 3290 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.Tue Feb 07 11:56:05 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 2/7/2012 'Map Output Page 1 of 1 ArcIMS HTML Viewer Map 4%200170 1 7 40=6.318 _,__ 996200317 '996200/42 I 996209316 to` ter_ 9962CO3.46 ya 821162004 .,i, # e Legend Y-9 (i r Selected Features ' t:K. JC_Rvads Parcels-H 't Permits-fl F ...al- ,,,,54: s „. ':996200930 821221001 (..,..,,,,,,,ati T 998200218 i 898200126 ' 9982002,6 V '44 821229901 .. Naa uo.WW.'eksyni Ce eeCetrg,S,vice 4 1 9982.L 27: 37917 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.Tue Feb 07 11:56:25 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 2/7/2012 Washington Coastal Atlas Photo Display Page 1 o, ff 1 ,,,I::.*„... WASHINGTON STATE DePartmelaof Eco o Coastal tl s n 6/23/200610:56 AM r- lb t i1' ''' ', k 0, ' \•„ .,,,, :.,,w 6 m' +.,=fie "�.: ; r rt tv, .. .t: . _, ',! lol. . . .... *L-...gi";.iit-iiALls: 02 : ro or r Photo 060623_00455 Date: 6/23/2006 Area: Hood Canal Reference: Panel Download links for this photo: Low Resolution(800 x 531 pixels, 73Kb) High Resolution(4288 x 2848 pixels,4165Kb) Approx. 10 seconds for 56kbps modem;2 seconds for Cable/DSL Approx.9.9 minutes for 56kbps modem;87 seconds for Cable/DSL View photos of this area in other years: 1940s 1976-77 1992-97 2000-02 https://fortress.wa.gov/ecy/coastalatlasphoto/PhotoDisplay.aspx?id=060623_00455&vintag... 2/7/2012 'Map Output Page 1 of 1 ArcIMS HTML Viewer Map 821152001 998203337 i i 998203342 1 996200318 _ 998200315 996200303 �...-,. t t .. e 998200314 -. 998290304 r b –_ N..._______-99........9.9 H 998200345 I ! 998200313 .f 998200312 996.200306 I _1 _ { 998200311 , 998200347 I ". i 998200310 821132001 991,x;913 998200909 Legend I-- ---- Selected Features 9062010309 I 906200306_ I I JC Roads 9987.00307 1 Parcels-14 900200300 --.--.... 9...999 , y_y_, SMrehnes-Arcs `. i Consorvancp'Suevrban 9V'"2":4391 ., Conamvancplalural - 998200392 _ urwn .. '''"-s--- i r/ Suburoan _{ }903 998200353 _... _.. % • 'd I— ----f 900 3302 7ANatural 9`38200354 1 im Con'agency 6.9 9 441,CO241 - 9 _ N al ural'Su eurtran ;99.20?'.32. 998200220 ( _ or 998200'3/ I" Olhm t-'---... - I ... _..- 9982110130 I 9992002'9 ^696.9 __... _.._ 998200129 ti 99920022/ j 996200128 831221001 t i 998200127 998200218 9982!X3126 y'1 996200125 996200216 998200123 l 9999__ L'-- f L 998200123 821221 ,1� 99820o21s T/ 11 998200322 1I ttuaaocdei by.tatbsm CaaayCms9 secynsGIS 996200214 ---,rt 998200121 37911 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.Tue Feb 07 11 56:34 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 2/7/2012 , 'Map Output Page 1 of 1 ArcIMS HTML Viewer Map 996 2CiS.WO_; df%'i148 82.` "' 17 — I +^... 998200342 9962003,6 _.._— 448200315 '1 , 9982003441 p. 08290314 } a. 998200313 f 995200393 — _ . 998200312 488200396 ----- — 995200311 I 996200397 --- - —. 9198200310 82,152001 998200398 998200309 Legend – '"•–• • 986200399 D88200308 �' Selected Features -..1998200307 1111 JC_Roeds 988200350 Parcels-14 —__ _ DNR FP Stream 998200351 99620030,5 Classification 1__ 996100304 F.Gish Ilabnal 998200362 N-Nan.fish liabnal ... � 998200303 _ ._......__ 1 Al NP-Non•fish Nabwal%rmsW 998200353 998'209302 1 ♦,r./ Ns-Non-fish Ilabnal.Saasenal --v.—_-_..--_----------i i oS.Awan,onal Shoialine 4998200364998200301 fit �Tf 498200132 955200220 998200131 .._-.. -..-_ I 998200130 t 998200219 L 998200120 I! 998200221 1998200128 82522,99, i ----.. 998200127 1 99620021E 1-- 996200126 1 -- ``.998200125 Ii 996200216 i 998201)523 ' J998200123 82,224004 996200216 1 +t tY2 { / Mau aurdator.tMbem 99920021""--t / ` c99 2, 379& try Carry t 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.Tue Feb 07 11:56:46 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 2/7/2012 'Map Output Page 1 of 1 ArcIMS HTML Viewer Map 1 9,98200340 j 998496'8 .6 821152001 i 998200317 498200042 998200316 ... - 1,___ 9962200315 996200343 " _ .....988200344 r 3 4982003'4 � 1 )• ._._ 948200345 1 996200313 �; .� 996299372 - 998200346 `--- _.__-� 998200311 38205347 _.__. 996200319 821152001 996290348 99$200309 s9629a496 Legend 998203349 Selected Features F____-.____ 946200307 1 JC_Roads 996209350 Parcels-H DNR Streams 796200351 5511255505 Types 9982(70382 9982/X3?( Typo 5 Type4 9982403[x3 Type 3 __.r 996290342 Type2 50820)154 5982033O1 ,A,/ Tree', .... _..i , .,"/ Other 998200132 I 998200224 998200131 7 _.....__�.__- 998200130 1, 9982902,9 "------ ,. 998200129 !m 998200221 998200928 .. $21221001 --v� 98620'0127 99620021$ -_..__...-498200126 — 998203125 f,(� 99'6200216 999200123 Y� 41�h - ....__ _'___._ �_ i� 99620012'3 4916204216 J 49620(7122 N.uxe+,dxuy.`osvwico�4ycmn1430,;0.3(45998200214-----7 / -r.: 946200121 37941 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.Tue Feb 07 11:57:11 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 2/7/2012 . 'Map Output Page 1 of 1 ArcIMS HTML Viewer Ma• 1198a0390.� _-_... 9A8c'f703t8 81•.52001 916200377 998200342 F 9aeaoos,6..__ •+ I ----..__---- 996280315 998200393 ( c' .._ — @ 998'200 L'.314 --._ {t 998200.344 8 ! a tJ 2 998290313 94 r 'k i q.T..M '.. �6200p48_, 998200312 996200346 '�-�t- — 996200311 996zoo31r _ ---- _ 996200310 82/152001 998200348 996200009 i Legend 996200349 j 018200308 ij Selected Features 9982003i0r /,,,,/ JC_Roads 99600350 1 __ ____ Parcels-M 998200306 ..__.. DMR Water Bodies 996200351 4 9982W305 1 III C 996200352 111=111. N ......___..__� ■ S 996200353 j-----1 9 4 O No Dew... 17 908200302 900200354 -__ - --,7 d—__._______—_ ( 996280301 100132 1 998200220 998200131`'' 996200139 't 998200219 __._._.. 996200129 996208221 998200128 1 8221221001 998280127 998200218 I 996290126 998200125 } 998200216 1 998200123 , 7I L 998200123 811121007 ' . 996200215 / 998200122 I___ 14 -frndN Cy.:.%ram co".caKa Sevres CIS 998200214 --�-1 996290121 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 correctness or validity.Data contained in this ma•is limited b the method and accurac of its collection.Tue Feb 07 11:57:53 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 2/7/2012 ` ' Map Output Page 1 of 1 ArcIMS HTML Viewer Map 99ts�.+4s10_1 9982003°3 822Y)= 1 0484200317_1_ ,, J 998200312 99822031 9'937(14315' i 9987043+13 "- --- - � a f _ j .. 90820!344 493N70314 � i i i J 998240313 998244345 19. _._..... J ---1 S' '- 9982043/12 938240348 I ... _ -._.r 9082043„ l'HI 9982403/2 ; 998204314 ri--__ 821152401 — . f�"`ti 8 90820030Y 11 \\ Legend -' Selected Features 99 19 ..-_� 2_ I JC Roads 1 908243854 : _'" I 4 Percels•14 028200306 — �- - -- suns -14 908740351 9982612286908200352 j 9""3" ,1y -_.—A ....... 1 99820435;1 99820030 ! t -4 998260302 t i 9982003841 J i j 99320439, (r sl• �'^-- -. / —'--- 9962041 l4 41 996204520 iV" ` \) ` 9982Wt3t ' ' rA -----__-__._- _ 100 9082(14130 y 1 99187002,9, ...... ---- 1 998200,29 SO S'D tJ 9032030928 62,72,407 ,/ I 998700,27 S 1 998290218 998200126/ ! / — 908200125 11 II t, 19932002(6 X123 r t i998204t23 J �` ....,9§82(00(22 j t 821221001 1, ,... 9982010'2(5 1) � i f hAas elev 0.de:ft Sa.Cory Cadre So.x.es GIS 9982402(4 Y 998200121' ,! 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.Tue Feb 07 11:58:11 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 2/7/2012 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 111./rer; _42241.H. 4.K44:.124.41. Legend Selected Features 998240319 JC Rode r-- 098203350 Parcels-H He ritage Poi nts 908.29X051 908200352 998200353 ? 093,00:502 908200354. 49IVC430 ir 998209220 008200932 ) 9'08200931 908203930 9 908200219 — - 94a2C012i4 948200i 2a I 821221001 9118200127 T 900200298 998200928 998200125 9 998200123 098200216 La 998300123 09720092.2. - 908,-(7.1295 ' 82,22900' cq,,„ A 90520392' 93.cs a-cmcb41444..c4.4,44414',41.4-44, 47.1 Some. --- • 37541 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.Tue Feb 07 12 01:292012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 2/7/2012 Map Output Page 1 of 1 ArcIMS HTML Viewer Map v t2rO34O `g— 9aemo342 - ---9982U0;iv6 ..------'----— 99829036 996200343 ~� 998200304 o 'x)8200314 998200313 998280345 998200312 998200348 .—_......-.______..__.,...._, '—'—^— 998289311 948200347 998200390 821932001 998200348 998200309 Legend 996 200349 I toaz noa Selected Features 307 JC_Roads Parcels-H .___.._... ... _.__i111 Wetlands 998200331 943.200:305 99± •i i! 999209332 ----� 9982003,.y 998200353 _.. 99a2c4;y32 -'---.._—_�__-- 998200354 99921{''301 9982,0'32 998200220 - ._. _...-.._..__.. 998200'71 1 993200,243 93824X)219 C- 9982002' 998200'28 821221001 i 908_0'27 '- 998200218 998200129 990125 996200216 998200123 998200123 994120026 1I 998200122 �+ u.v-w,; <.,Corry caaa a,.;..�_cxs 9962002'4 _ J 998200121 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.Tue Feb 07 12:02:07 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 2/7/2012 ' Map Output Page 1 of 1 ArcIMS HTML Viewer Map L_9982003409982'3'8 ..f 82'152001 t ti'i82t7Q3t7 . -------- ) r-._.__._..998200376 �.... -- 998200'3t6 I ._. @ 998200314 •2 998200344 d 998200313 I 9982003345 .1 898200312 998200316 _._..._.. _............._-_.._.,� 996200311 91 8 2M47 89$200310 2292.. _'--- 821162001 996200348 008200308 Legend Selected Features 7 i JC_Roads Parcels44 Seismic Hazard 9982r.u•_ I 2222 - 99821X.!23 ,.." a � S'?s2c0•27 ` 123 821221001 ! . ;j; 988200122 • Mat trmdsitu&bsmCoot CaiM&roots Ot589820021 3,';•..1«t21 ! 17911 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained n this map is limited by the method and accuracy of its collection.Tue Feb 07 12:02:23 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?S erviceName=ovmap&ClientV ersion=4.0... 2/7/2012 • Map Output Page 1 of 1 ArcIMS HTML Viewer Map 1 821152001 9482003,Y. 1 +7482,2',_+3-02 ,9982C{3'6 I I .. .. 9982003°S 4%1�'Si343 `' _ l 1 99620031$ 998200,344 i ,,,,,,,/2/,'1% ... ?0.10.6'3 I 996200(45 w.—.__.. _1 `x:.23__.,t 2 986200346 __._... 99820031/ --.. 621162001 998202318 9962 0309 Legend 993200306 Selected Features 9932,x,349 _.-! JC �.!;1, , _Roe ds 4982770360 Pa reels-ft 4w 5 Landslide Hazard 996270351 ._... , Sides nip i VI 998200352 I od Madmala 998200353 1 _ sigh, 4812,:,_6_,1 , 918200359 I 9982': 948200220 _.. 99620.'�• ..99.9..9_...._.._ 9982.03:'30, 9982002+.9 ---.._.... ,___ 9...__....._._...� 9982;xr2o 99820 9482(+70221 1 I --... rc 821221001 —__ uX r,.27 9962002+8 - 998200325 9920_2 L ,.` 988200216 I ...._948 iF 2, I i �.,A ..___- ------- It ,i______908:200' `—`- 99®200'2-, �� .�,...{ i N 82t22104f�, 999200215 / ( 99620022 Maas...ma of mi....coxfrf catd see sGS9082022t4'-----171 / 99820012^ 37911 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.Tue Feb 07 12:02:37 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?S erviceName=ovmap&ClientV ersion=4.0... 2/7/2012 ' Map Output Page 1 of 1 ArcIMS HTML Viewer Ma. .......931i2tx5390 _..._sYal'22i703'8 ._'i 621t5240: i L.,_ 998200311 i 998244342 _ _ 990200316 908200316 1 99a244143 j 998200]94 I g. 996240311 ! ,4 __f 990200313 ; 9382!70395 1 998200312 I 998200346 1 fr r 1 996204311 f 990200341 F— 996204350 ii 732216 1 1 098200348 998203009 1 : 1 Legend 990200349 999204308 ' C1.7� Selected Features —' 998240307 I 1 JC_Roeds J Parcels-Ft 998200306 �= ----------- FEMA FIRMS 990200351 998200006 Ill A 998204332 990200309 R ANI in xseo 998200353 908200303 i) in pi_! r —._.----H 998204302 i — 9982x:Mr1 990200344 i 996200132 990200220 -__'- 998200t31 + 908200130� 498 i 4)02^9 ----- { T.__ — 1 900200129 5 i 900200325 I 996240228 1 821225009 996200127 998200218 998200526 _998200120 '�y 9902(%!216 i ,23 4 _ , I 998200123 1_____996204215 -��- 11 990200122 Is...,arndad byJc4em w. Carey Celt4&meo410998200214._--- / 490204721 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 correctness or validity.Data contained in this ma.is limited b the method and accurac of its collection.Tue Feb 07 12:09:02 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 2/7/2012 ' Map Output Page 1 of 1 ArcIMS HTML Viewer Map _...9958200:40 �,_.—_.895200316__._._': i 821152001 998200317 948200342 i _z__ 948260316 j [__... 988200315 948200843 — ,_y I- ti ��_. 996204414 ,., I 998200344 4r' 598200313 —t Ii 998260346 1 \ f I i 986209312 998206346 ..____....._946200311_.... I998200347 1 ..-__._..._. 1 -- 996200310 821152(101 996260348 998200309 1 Legend 906203349 99&00308 t Selected Features �_ I I.___, - � JC_Roads 998240307 1 998200360 1 Parcels 41 I 9480,10,308 r Critical Aquifer Recharge 948200361 i 30 Areas I 996200352 1 998204X.W 1. ETSl1SC.IJNS I ...-.__.__; �Y}82fX.�303 ® SARPA•RISC 908200353 St1SC --_— 998200302 �, SARPA x 81C.C)3Y1948190306 l E SARPA•898 1 I 998200132 996290220 .,.. —_ 998200131 _... _......__�.. 958200130 948200219 -__...._._._...__ . .. .,.........._.... I 948200129 , aaams»1 948200128 821221009 , ___._ 998260127 9982002/8 I I 998290128 _946200125. I 496200216 '4 946200123 i Illi �! tf 998200623 � r 9/46200122 821221001 `-, i-�_ 946�rYv15 1l o,-o,d«1!ry.neamm Casty COOPS Sewom GIS998200214 '-_1 ,. 998209621 37911 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.Tue Feb 07 12:09:13 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 2/7/2012 * Map Output Page 1 of 1 ArcIMS HTML Viewer Map ,I9982C0140 2 11.',:ss.Kor i I I aa• !....t.c...), i 99:eico:y+ '. 998200342 i 99820D3'I 6 1 I . 9982.X,343 6 / 1 -... r ' cn 1 9982(X)M!: fs / 9''''' I 9%200345 i : l' / 9.?82-, 1 555200347 /' 8.e ,..c1) ' 99820,3348/ ";98Z.Y.21,i, / f Legend Selected Features I 99820031? i JC_Roads / li Parcels-H Shoreline Slope Stability I 9982,1DV," Cable I— i 1 El warmed,. 1,..,::,-,23,1 998200.., Unstable I El MI U n Recant Lander:la ; 9982,X,3,1 0 U n stable Okl Landskla 948200VA 1 Stable Ezi Neddood 99821,010' Z.) ( I 1,n,82,1:"32 li I ', S98,21:,29 i----"-----------"'-----------"—"----',., I "....,,, \ 82-'22,1D' •8 I 21,21 1 I\\, \ 1 \ 1 4 i 1 .Nixnu-c,,,b3,3,,c.crwl Carty Ceara Se-rcet..GIS 9982')°-4 3791 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.Tue Feb 07 1209:44 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 2/7/2012 ' Map Output Page 1 of 1 ArcIMS HTML Viewer Map gge2(X 340 ,—_.. `v3„sNYJ3'8 .._._. 8''Set2Y 990200392 _998_2(%7316 i .._...__. ._j 998200326 9982(%7343 �,.-` m 11 .... 99020t1_��' 990200344 € f - Y EV 999822003999290313 43 s ------ 999200312 i 998200340 __........____.._w__._..,_.,:' __...._. 999200311 I. 998200347 _—.�. _. 990213310____ I 821152001 ( 998200348 99a2oo3oe 1 Legend Selected Features 999200349 I 990200340 ..__ 1 JC_Roads �_.__...._._____ Parcele+l 998200307 I I, a� 9982003060 No Shooti Zones I ooasnnx<t ❑ Bonner 9952003o! Ejamines•Blank Point 998200352 I 99824x3709 O On nten-(b+aac Canal tracts 990200307 Brannon,,Triton Cow 999200363 Ch oncmn Crean 9982001)2rj ... t I 99 0354..• I "mom, Pert ween„ E' �'' r 1 I ti,:� rr a Ei sn,naco*Pan;nan4a s ''''';::.L. , ,, r %.• 998200132 ° + ' aA;M1 A g�w a,, •y,r� h 99B2bO22010,44 r 7 D&w,D E+w«. '�/5 ,�;j4�,:M• va<adsm ear 7< Ya , N99$2(343tgnt„� )���5r, Ch�mecum.Hw0.bcR 7 I •ya '� d,R Nvnut r{ 3 rs13,,y� Ir a 9992'42,9 r .''''''4":''''” „� 99a2,ot3(7�- yr ,h5.n,r, S ?`q.' "a r '::%.17,/,,,:::'::::?:..::::.::::.!::7 :,:o(S7 s4. .� b�r A.CSM� d ' 999200„29.r l ' 3 99„20022„. r r f $:9•, >RFo-+,'0ri .5) ,%):4 04„4 ;� t 4� „ a 998 .2C°'28'Wen�1,' .�2t�s,/,rt J,, r � , Y” M18299t27 �.,.,:y.4,.„).....„..,,,,,,,„,,,,4,,.,, j: y�riit ii.g4 Y'k , %; 3, fa 9992Wt29I'''' ,r 17 h N^y$ .41:1 yt9 vF,I (0:41: a �o rim , : Nsd� hi `..0,.?,7T °� f`°Y`� 99024!0125 a lra 0:t'''''-• ,� r ', 3.4a 'x;,NC R<u `?5 .1q ad$:* r„ro r i4 s C�,a"4 r O.,4 f 4t., 9992(X)215 999200122 f Nam tro..dN'.Aercvx,Co+r.'r'Cm-a Sovocs GIS 9992,0214 .0 s 99920212t:,p�pTC --- - ,v e�, ,P 3T9fl 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.Tue Feb 07 12:10:16 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 2/7/2012 ' Map Output Page 1 of 1 ArcIMS HTML Viewer Map L_._.9\92(x_)340__.( — 996203'8__.__...., 821132001 9962073'1 i i -- ---1 _. 998200342a2 998240318 tS X58200343 -. — 996200313 996200344 998200313 998200343 : _-- 998200312 998200346 I I � 99820031, 1 996200347 99b2003t© 621952009 j yy Le e nd I( ( 998y1y1 965203309 05Selected Features ....._.._..._. . JC Roads 9981(x1+._•. - 9S 2... SIPZ l 9 AAt RrsR S1PZ .tel miHgh R.31P2 9961 +2 OCoastal SiPZ I ,d_i,::X.,1,13 936200363 ___ r --_--I ! ..)302 i 998200354 __.__ 938200301 9382001 x nro .M.206131 9 198200930 y ' 998200219f 1 .__._.� i 998200129 984'00221 I ._._._..998200128 821221001 I 988200127 i 998200218 J _1"299,32:00.___ 96200126 ._.---_ 998200125 998200123 I 998200216 1 •. ,L_ ) ' 998200123 �- ( 621221001 , 998200215 r� 996203+22 + _.. Naas>ando4by JebsmCats4yCus-d8mswn Gti;9382002" - 938200122 37917 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.Tue Feb 07 12:10:50 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 2/7/2012 • Map Output Page 1 of 1 ArcIMS HTML Viewer Map `14 - T a • .> ' tS2 .a2G'U t Legend Selected Features JCRoede Parcels+l 598hY.,i 2 f asazOOtst s1d82°92 9 9,. v1+23 o r.r 1.t�s sa.dsani.tesmmCavrrcare Sscc•d8 25'2U 126 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 correctness or validity.Data contained in this ma•is limited b the method and accurac of its collection.Tu Feb 07 12:11.11 2012 http./iget/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 2/7/2012 Map Output Page 1 of 1 ArcIMS HTML Viewer Map I `1r __ 9982003` - i.7441, Y 591X903*3 ® a 79982:.._? .. •1 rn Lsazty2f:3,2 3". r ��y a $. 'J382CY'3'1} , / illa 13.18 ... r ! se. 1.01 • S2(%.13{08 9i:ZCti3a9 • 0 t53nr legend 0— '• :. Selected Featues ilir . Paroe3s+l til t. it : 9`3t52?735' 9BN2(iG34.S ° "yUSGS Topes IIL 5912,-052 ■ e 8 i 99820910 pi a 82�97353 -.. ._•_. •99829002 LI + '"•Li rsir 1. 2A?35A .. + peI .1; k 998290220 9982902,9 9832.7+3'3° � ll »fillii1(011Jcwirm ... .. 1 998290"3�+ ' 1 III ■ mux w ` I. ■ 998X(0.29 *I 7 I. .a 9yazcw22 ' p ;; � ■ 99829vJs2.i t p.. "7 & ri ° III11 9n0i. ■ 1.Isx,rm.AW^v.:c^bwYCorNC Y at�.xr.GU^ I I 9982(%.•2i Q�1 , ,.5211 2 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.Tue Feb 07 12:11:22 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 2/7/2012 • Map Output Page 1 of 1 ArcIMS HTML Viewer Map • I , GEED 995200314 1 . iii0,.., :' xis _� .,_.. 233200305 I ILt tc f " *I Legend it Selected Features ---- JC_Roads 921120035111 Parcels-H ; . CEA ip I,'.. 14 ( 2011 Aerial Photos i.f I 1:22M I 998200302 1 1..— I ?xs2r)�r seat 3s 1� sik 1 ...e- =014 I I 098200, �'� - ----- � 99n2ai•29 92 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 ma•is limited b the method and accurac of its collection.Tue Feb 07 12:11:45 2012 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 2/7/2012 PUGET SOUND SOLUTIONS Helping with Permitting in 23 Washington Counties P. O. Box 1668 Port Townsend WA 98368 360-385-6860 LETTER OF AUTHORIZATION This letter gives permission to Barbara Blowers to act as the agent in the process to obtain a Site Plan Advanced Authorization Determination for the owners whose tax parcel number is 998200304. /4. Doug as Kvinnesland FEB - 7 2072 JEFFERSON COUNTY DEPT OF COMMUNITY DEVELOPMENT Y 01\1 Cod. JEFFERSON COUNTY e• Aloe; DEPARTMENT OF COMMUNITY DEVELOPMENT ' 621 Sheridan Street • Port Townsend •Washington 98368 4lop360/379-4450 • 360/379-4451 Fax gSN0t0� www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: l -ao Project Descriptio Inc de separate sheets as necessary): ,_ /- f Tax Parcel Number: q 01 g Lq 6 6 3 4 1- Property Size: ., ,j,s A (acres/square feet) Site Address and/or Di tions to Property: �� /C'1 /) rni-,7(4.tc02 y! / --Jul Property Owner(s)of Record: 7d e- /i / (rf/A ALos /a VI Telephone: / Fax: `\ email: Mailing Address: Applicant/Agent(if different from owner): /&r b Q V_ /3 I ( boars S Telephone: i _— I / 46 Fax: 3' — I4'7 0 email:i J/ LIB Q (1(,41,1.1C,!I e/ Mailing Address: io• C , 6X 1 b 1 S/ What kind of Permit?(Check each box that applies 0 Lot or Road Segregation ❑Building 0 Critical Areas Stewardship Plan ❑ Demolition Permit 0 Variance-(Mino, --. :. .. -mic Use) ❑ Single Family ❑Garage Attached/Detached ❑ Conditional I�) e r , L_ )1 o'4i ❑ Manufactured Home .0 Modular . 0 DiscretionYar�r 3 0--- 1••-, e - ..1,-.. .1 '.. ion 0 Commercial* 0 Special Use(Essential Public Facilities * ❑ Change of Use 0 Boundary Line Adjustment ❑ Address 0 Road Approach_ 0 Short Plat'°*- -• ` 2012 ❑ Home Business 0 Cottage Industry 0 Binding site, Plan** 0 Propane ❑ Long Plat ''`, 0 Sign 0 Planned Rural ReSidF atd llbpment(PR•D)/Amendments** ❑Allowed"Yes" Use Consistency Analysis 0 Plat Vacation/Attratitbtxlt?''!TY DFVEI OPMENT ❑ Stormwater Management 0 Shoreline Master Program Exemption/Permit Revisions** ,Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Substantial Development** '❑Temporary Use 0 Shoreline Management Variance ❑Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium 0 Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference 0 Tree Vegetation Request **Requires a Pre-Application Conference " . DESIGNATION OF AGENT I hereby designate ,<___-(.,(., to act as my agent in matters relating to this appli tion for permit(s). ` / 4 /, I. / OWNER SIGNATURE o /r1 .V Date: b b By signing this application form,the owner/agent attests that the information provided herein,and in any attachments, is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in 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. Staff's access and right of entry will be assumed unless the applicant info s the C my in writing at the time of the appl'Ation th.t he or she wants pr'or o i .I / / r � � V Signature: '.l. . . ... & !ILL Date: 4 2 L The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transf ble reponsibilityfor adh ing t an complying with the ESA. The Applicant has read this disclaimer d signs nd dates it below. Signature: X(1i(��K Date: D o2 0 a-- e G:\PermitCenter\###FORDS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc /// ik BUILDER STATEMENT , The signer of this statement does hereby certify 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: Date: — GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ❑ New ❑ Wood Existing: C Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System ❑ Repair ❑ Masonry SEP Permit# I0-13 9 ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Proposed: ❑ Public Type of Heat: Total: Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed • IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: i Underground Tank 1 Above ground Tank Size of Propane Tank: I Heat Stove I Cook Stove 1 Woodstove 1 Fireplace Insert 1 Hot Water Tank i Pellet Stove I Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size, distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage [ urrent Proposed For Office Use Only Amount Revision Main Floor Heated EH Bld App Review: 2 Floor Heated Consistency Review: Other Neate'• Mezzanine Additional Section: Heated Basement Plan Check fee: Unheated Basement State Surcharge fee: Other Unheated Pot Water Review fee: Garage/Carport SUBTOTAL Decks 911/Rd Approach fee: Other TOTAL: $ Receipt Number: Cash/Check Number: ESTIMATED COST(REQUIRED) Date: •Fair market value of all labor and materials foundation to finish Initials: G:\PermitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc • CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 998200304 Printed: February 7, 2012 Cases Name Review Type Status Planner BLD04-00136 KVINNESLAND F Application Received: 3/5/2004 Permit Issued/Case closed: 3/5/2004 Case Finaled: 3/12/2004 PROPANE TANK INS I ALLA I ION No findings, conditions, or permissions found. SEP77-00156 DOLEZAL F Application Received: 10/7/1977 Permit Issued/Case closed: 10/7/1977 Case Finaled: 5/5/1978 failed, now filed with SEP10-139 No findings, conditions, or permissions found. BLD79-00017 DOLEZAL F Application Received: 6/4/1979 Permit Issued/Case closed: 6/7/1979 Case Finaled: 9/20/2000 TITLE ELIMINATION I-OR MOBILE HOME No findings, conditions, or permissions found. BLD91-00311 DOLEZAL F Application Received: 5/23/1991 Permit Issued/Case closed: 5/23/1991 Case Finaled: detached garage No findings, conditions, or permissions found. BLD97-00399 DOLEZAL F Application Received: 6/24/1997 Permit Issued/Case closed: 6/24/1997 Case Finaled: 9/9/1997 PROPANE TANK INS I ALLATION No findings, conditions, or permissions found. PRJ10-00316 MLA10-00391 KVINNESLAND P Application Received: 10/26/2010 Permit Issued/Case closed: Case Finaled: No findings, conditions, or permissions found. SDP10-00130 MLA10-00391 KVINNESLAND I A Application Received: 10/26/2010 Permit Issued/Case closed: 1/26/2011 Case Finaled: SHORELINE EXEMP I ION I-ON SEPTIC APPLICATION 1.) The septic system will be installed on a parcel that is immediately adjacent to Hood Canal. This segment of the shoreline is designated as Suburban. 2.) The application was reviewed by the Jefferson County Department of Community Development staff for the potential presence of Critical Areas under the provisions of the Jefferson County Code (JCC). After an initial Geographic Information Systems mapping review, the following Critical Areas were identified on the subject property: fish and wildlife habitat conservation areas (listed species in marine waters); wetlands; geologically hazardous areas (unstable old slides, seismic hazards, high landslide hazards), and seawater intrusion protection zone (coastal). 3.) 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. 4.) 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. 5.) 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. 6.) The septic system will be installed within the 150-foot-wide fish and wildlife habitat conservation area buffer associated with the marine waters of Hood Canal. 7.) Wetlands are mapped along the shoreline. The septic system is not proposed for installation along the shoreline. 1 of 4 Cases Name Review Type Status Planner 8.) This proposal involves installation of a septic system in approximately the same area as the existing septic system with no increase in the capacity. Therefore, the proposal is exempt from critical areas requirements and no Special Report was requested. 9.) The applicant is not proposing to create or add any impervious surface and the proposal will have approximately 1,500 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require your proposal comply with Minimum Requirement#2 (Construction Stormwater Pollution Prevention) of the Department of Ecology Stormwater Management Manual for Western Washington 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. 10.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through#12 of the Department of Ecology's Stormwater Management Manual for Western Washington 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. 11.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(2)(d). 12.) The site plan as submitted with the septic and shoreline applications on October 26, 2010 has been reviewed for consistency under the JCC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated January 25, 2011 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 13.) This approval is for a shoreline exemption to install a septic system 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. 14.) The parcel has been designated as Rural Residential 1:5 (one residential unit per 5 acres) under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 15.) The Development Review Division finds that this proposal is consistent with Chapter 18.25 - Shoreline Master Program 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. 16.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 17.) Construction shall be in substantial compliance with the site plan submitted on October 26, 2010 as it exists now or is hereafter amended by Jefferson County and/or the Washington Department of Ecology. 18.) 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 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. SEP10-00139 MLA10-00391 KVINNESLAND I A Application Received: 10/26/2010 Permit Issued/Case closed: 12/23/2010 Case Finaled: 2 of 4 Cases Name Review Type Status Planner 1.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 2.) All construction and development activities must comply with all permit conditions, Washington State and Jefferson County Codes and Recommended Standards and Guidance documents in effect when the permit is issued. 3.) This permit was issued to correct a violation of WAC 246-272A. The permit must be completed within 90 days of the date of issuance. 4.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT THE FREQUENCY DEFINED PER STATE WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT 5.) H -This onsite sewage system is permitted using an aerobic treatment unit(ATU)with UV disinfection. All ATU systems must have a continuous and perpetual maintenance agreement in place for the life of the system. A signed contract with an approved entity, authorized by the product manufacturer, shall be required prior to final approval. 6.) A maintenance and management contract is required with the manufacturers authorized representative. Maintenance of the system shall be completed by a manufacturers authorized representative at the frequency required by the manufacturer. That frequency may be increased to meet State requirements for Treatment Standard 1 systems. 7.) H -The signed Notice for Maintenance and Monitoring of an Onsite Sewage System shall be recorded to the property title prior to final approval. Non-compliance with the contract or maintenance requirements is a violation of this permit. 8.) H - Existing tank shall be properly abandoned. It shall be pumped and filled with clean fill. Documentation to be provided to Health Dept. prior to final. 9.) H - Permanent barriers are required along/around primary and reserve drainfield areas to protect from parking, driving, and other land disturbing activities prior to final. 10.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 11.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 12.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 13.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 14.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property owner and the Health Department. The manual must instruct the owner of the on site sewage system on the ways to properly operate and maintain all components of the system. 15.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 16.) Unless specifically approved otherwise in accordance with the site plan design, water line must be 10' minimum from any portion of the septic system, effluent transport line, tanks, treatment and disposal components. 17.) Setback to surface waters- 100' required from drainfield and reserve areas. 50' required from tanks. 18.) MAXIMUM TRENCH DEPTH 12 INCHES 19.) When/if designated reserve area is utilized an alternative system providing an additional level of treatment may be required. 20.) A 30' setback shall be maintained from the disposal component and reserve area to any downslope footing, curtain or interceptor drain or drainage ditch. 21.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 22.) Contact designer prior to installation for staking of drainfield area. 23.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 24.) Any portion of transport line under a driven way is to be sleeved/cased or equivalent. 25.) Septic tank and pump chamber to be water tight. Extra protection (i.e. Bentonite) to be used around inlet, outlet, and risers due to high water table. 26.) This site has been granted a waiver from the state onsite sewage regulation 246-272A-0234. Compliance with conditions of the waiver is required. Treatment level A required. 27.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 28.) This system meets Treatment Level_A_as per WAC 246-272A and requires annual monitoring. 29.) This system as designed and approved is sized for only one single family residence. It is not sized for an Accessory Dwelling Unit(ADU). The minimum daily design flow per residence is 240 GPD. 30.) 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. 3 of 4 Cases Name Review Type Status Planner 31.) The septic system will be installed on a parcel that is immediately adjacent to Hood Canal. This segment of the shoreline is designated as Suburban. 32.) The application was reviewed by the Jefferson County Department of Community Development staff for the potential presence of Critical Areas under the provisions of the Jefferson County Code (JCC). After an initial Geographic Information Systems mapping review, the following Critical Areas were confirmed to be present on the subject property: fish and wildlife habitat conservation areas (listed species in marine waters); wetlands; geologically hazardous areas (unstable old slides, seismic hazards, high landslide hazards), and seawater intrusion protection zone (coastal). 33.) 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. 34.) 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. 35.) 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. 36.) The septic system will be installed within the 150-foot-wide fish and wildlife habitat conservation area buffer associated with the marine waters of Hood Canal. 37.) Wetlands are mapped along the shoreline. The septic system is not proposed for installation along the shoreline. 38.) This proposal involves installation of a septic system in approximately the same footprint as the existing septic system with no increase in capacity. Therefore, the proposal is exempt from critical areas requirements and no Special Report was required. ZON12-00004 MLA12-00020 KVINNESLAND I P Application Received: 2/7/2012 Permit Issued/Case closed: Case Finaled: SPAAD No findings, conditions, or permissions found. SOM77-00156 KVINNESLAND RCR Application Received: 5/5/1978 Permit Issued/Case closed: 11/14/2011 Case Finaled: No findings, conditions, or permissions found. 4 of 4 ' Parcel Details Page 1 of 2 - ''- Jefferson Countk 1 Home County Info Departments Search Parcel Number: 998200304 SEARCH Parcel Number: 998200304 Printer Friendly Owner Mailing Address: DOUGLAS KVINNESLAND 2981 PARADISE BAY RD PORT LUDLOW WA983658739 Site Address: 320 TALA SHORE DR PORT LUDLOW 98365 Section: 15 School District: Chimacum (49) Qtr Section: SE1/4 Fire Dist: Port Ludlow (3) Township: 28N Tax Status: Taxable Range: 1E Tax Code: 231 Planning area: Paradise Bay (8) Sub Division: TALA SHORES #3 Assessor's Land Use Code: 1101 - MOBILE HOMES (owns mobile & land) Property Description: TALA SHORES #3 1 4 1 l l Click on photo for larger image. V ' r ,,,,......... Permit Data Assessor Bldg Data Tax,A/V, Sales Info Map Parcel Plats &Surveys Seotic Monitoring Info iiiJefferson County HOME I COUNTY INFO I DEPARTMENTS I SEARCH doof Best viewed with Microsoft Internet Explorer 6.0 or later 0 Windows- Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?Parcel_NO=998200304 2/7/2012 D- CC CC CO I-I 0 = 0 C3 LL CV -0 Z LL 0 I-I CD C- H -) Cu O 0 Z -- -- CO CD J 4- w — Cr) L17 ` 0 -o - CO 3 0 0 L -0 X CC -O +i CO X C U CD = 2 LU 0 0 +-1 -0 I 0) 0) _ -- 7 L t L Z ti O C.) 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Z 'Waltz Always Working For a Safer& Healthier Jefferson County 360 385 9402 ><_((((°> ><t > ><( ((5 ><((("(°.> r(((° �rr> />< > �..: (( a' ><((((°> ( (C ><> ><, ><{{ ><>><>>< (((°:::> ><{{(> ,<( ( `�><( > ><((((°> > < (r> ((((°,,.. ><i{{> ><( ((`> Online Septic Permits Web Link Environmental Health Web Site Link CONFIDENTIALITY NOTICE, PI BI IC RECORDS ACT NOIR I From: Barbara Blowers [mailto:waves@olympus.net] Sent: Monday, April 23, 2012 3:30 PM To: Randy Marx Subject: RE: [SPAM] ZON12-4, Kvinnesland SPAAD You ARE WRONG; THE BUILDABLE AREA IS ONLY WHERE THE EXISTING HOUSE IS. Period. Not sure what you are looking at. bb From: Randy Marx [mailto:rmarx@co.jefferson.wa.us] Sent: Monday, April 23, 2012 3:28 PM To: Barbara Blowers Cc: Michelle Farfan Subject: [SPAM] ZON12-4, Kvinnesland SPAAD Hi Barbara I have reviewed the plot plan and see that the newly installed septic system is shown as buildable area. Health can't sign off on this proposal. 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Weather Staat on Database Tee. t4aps b . . � ... � , . -lame County Info__-_._ Departments Sear Assessor Detail Building #1 Parcel Number: 998200304 Building Number Year Built Year Remodeled 1 1979 0 Building Exterior Building Area Building Interior Building Type: MOBILE 1st Floor Area: 0 Int. Walls (Cabin): Building Style: DOUBLE MOBILE 2nd Floor Area: 0 Heat: FORCED AIR HOME 3rd Floor Area: 0 WOOD STOVE Foundation:POST & BLOCK/PIERS Loft Area: 0 Floor Cover (1): Exterior: SIDING/STUCCO (LAP) Attic Area: 0 Floor Cover (2): Roof Cover:COMPOSITON Total Area: 1344 Basement Area: 0 Building oo s Mobile Home Garage Bedrooms: 2 Make: SHERWOOD Type: Detached Full Baths: 2 Model: SHERWOOD Area: 384 Half Baths: 0 MANOR Exterior: Siding/Stucco Length: 56 (Lap) Width: 24 Roof: Compositon Year Built:1979 Carport Square Footage: Skirting: Wood 0 Area: 1344 1st Addition 2nd dition Type: Type: Area: 0 Area: 0 Year Built: 0 Year Built: 0 Exterior: Exterior: Roof: Roof: To view another building associated with this parcel. Select building : 1 2 3 '� �� Jeffersonod�nty HOME l COUNTY INFO 1 DEPARTMENTS l SEARCH of Best viewed with Microsoft Internet Explorer 6,0 or later http://www.co.j efferson.wa.us/assessors/parcel/assessordetail.asp?ParcelN... 4/25/2012 April 2, 2012 DOUGLAS M KVINNESLAND 2981 PARADISE BAY RD PORT LUDLOW WA 983658739 RE: SITE ADDRESS: 320 TALA SHORE DR MLA#: MLA12-00020 Dear DOUGLAS M KVINNESLAND: Jefferson County Department of Community Development staff have reviewed the application materials for the above project proposal and have 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, Department of Community Development Staff c: File BARBARA BLOWERS P 0 BOX 1668 PORT TOWNSEND WA 98368 April 2, 2012 Dear Reviewer, RE: MLA12-00020 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: SPAAD - Site Plan Approval Advanced Determination for residential development Location: Parcel number 998 200 304, Tala Shores #3, 4, Section 15, Township 28, Range IE, WM, located at 320 Tala Shore Drive, Port Ludlow 98368 Comments must be received within fourteen (14) calendar days or by April 16, 2012. 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, c: z71- Ln w0 a z o 0 0 0 i: 9 W W 0 N CO t vlry ry O v/ N l z O 7VNVO OOOH 0 ct 4. s get FJ gigA - "a n 4 d d I o_' Cs) LO \ ^ a s d d ' d iia" 9 ad eW,3 -i "Q -e =s as -da o o '� e a a w. i..... mz S311OO k..... _ I- _ IN r CV Pr. as J 3AI a 3dOHS VIVI a / ,- �8 d d 41 Ra d tl o nd �° bbl Re d d d d .7 3a d d d tl 7s :; ;g 3 s. 9 ad '''i ao 3 3 ad as q � as 7 O 0 r a. a ,o Q O ,M OONO Oo 0 N • 0_i M M p -ti • NN>N N M N0 07;N p * WO3N p Fa d M'Lf9L \ - (3l-N2z-91. SVC.Ms) 1 888 — F° — 111111 7) V Jt XX ', §' § • a g ,,;c o F w o a oro S$$ 3a -w $ `?a . Z J W ry Y o L,O ' L:�:•s$`}% zo w O V Q M ;Z N ZO V zN O ,;—Le-11§, ,W O J O H Z O O F - LL W V < • 0 ZQO] O — x m O o ofv.,, . >z> o 43,' ti u . i J X F W ' u m v Li N O QOaj Z ¢°vi rc GiP.za ,WT. 5 Z. LJ N48ow 8 a . flu .63f. . 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