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Home My WebLink AboutZON2010-00008 UDC CONSISTENCY REVIEW ' Proje4,P1,�;�;er: Master#MLA10-00024 Review Type Project Description MILT PRJ 10-00020 SPAAD RAP10-00008 I RAP&911 -East Marrowstone Rd ZON10-00008 I SPAAD Primary: ARLUN A AMES Site Address: 14717 58TH AVE S 2440 E MARROWSTONE RD TUKWILA WA 981684530 NORDLAND WA, 98358 Project Location: Parcel number 976 200 608, George Nordby Short Plat Lot 3, Section 33, Township 30N, Range 1E,WM, located at 2440 E Marrowstone Rd,Nordland 98358 Parcel Number: 976200608 S-T-R: 33-30N-01E Total Acreag(.2 !. $'y Legal Description GEORGE NORDBY SHORT PLAT LOT 3 W.50AC Land Use: 9100 Flood District: Fire District: 1 Planning Area: 3 Flood Map(FIRM)Panel No: I ,.-- School 49 Zoning: COMP PLAN DESIGNATION: .S COMMUNITY PLAN: UGA: 'r' MPR: WATER SUPPLY UTILITY: Service Area ge L/`,1rf M/ , ' ,D: 1\ 0 [ ] Plot plan states"property line" . [ ] Assessor's Map(Property ' ',., I submitted plot plan must match the property lines as i'entitled on the Assessor's 1/4 map) or■ Legal Access to Property NO /. Parcel Tags or Scanned '• uments op NO ESA's: Special Reports Nearby YES NO Designated Ag 014 Shoreline Designation: ,. 4 L.. tAk. Shoreline Slope Stabili : �'NO � �'�i[wlttwr'+,'��!!�1L.'_ �.�L1�•'?!t :_.•.., �� Stream Type YES Fish&Wildlif:a., NO - / i.i 1'(i' _?i a!mmo - tt. . ).. 4 Wetlands: YES ' . 111 •IO Rare Plants:Y .- C a■ Seismic: Off NO 1FIMMEIl • ini f , Landslide: el NO I A "�� N[�)�7ii Flood: YES 410 VI Erosion: YES Q co Aquifer Recharge , ;� O__ uvita �' SIPZ: •• - At Risk High Ris Coa ql rivaii i i CMZ: none High Risk Mo•_ _ e Risk Disconnected CMZ% Stonnwater si - plan subs I ed: Y Forest Lands: YES NO Adjoining Forest Lands: ia1/ Rural/ Inholding 61_____Stormwater: New Impervious Surfa _Land Disturbing Activity ESA's .#1 # Min Re #1 thru#10 En Engineering Stormwater Req's: Min Req#2 Min Re thru 5 q g g i Notice Provisions/Disclosur Airport YES et RL YES No Forest Lands YEs a di ► Landscaping Required:Yes( � /7 Parkin g P S aces Re• fired NO Other q 1 Building Height: 0 UBC Standard Ii ii Impervious Surface coverage percentage: . 0 Resource Lands&Public: 10% Rural Resit ential: 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: do c� RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC:10,000 SF All others:subject to septic&waterconstrairts/Nor !ciyfieed�� OAS Q�]-- Setbacks: Front: Left Side: �` Right Side: Rear: 5� �'„ � 6_, OAS Shoreline Setback LSHA Setback: 4 1 kw i/ 1 , A _ Road Classification:/e'...:1, �-S. .. � j i inn_.lrr... ��. ��%. Road Approach: EXISTING ,!I •'0 R• • • -- • SEPA Required: , Flood Certificate: Vir—Existing Case(s)& Cond 'on(s): Su(OsahtA.) Violations: Yes �% Or Recorded Date o Subdivision: AFN t4b b Over 5yrs UDC Plat Conditions: <5yrs=Plat Conditions o. • at or Old Ordinance Lots/Require Decl ation of R- -roil' e Covenant YES 0 submitted: YES 011° Site Visit conducted YES NO q Require Final Zoning Approval YES —V — • [ ] ADMIN: Setbacks entered in Permit Plan case N/� New Parcel Tags entered in P- u it Plan YE Special Reports Scanned SO YES _ No parcel tags found for parce Associated CASES status issued fine led description 976200608 MLA10-00024 PRJ10-00020 P SPAAD RAP10-00008 P RAP&911 -East Marrowstone Rd ZON10-00008 P SPAAD OTH10-00005 P WET SEAS EVAL JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: ARLUN A AMES 14717 58TH AVE S TUKWILA WA 981684530 DATE ISSUED:October 06,2011 DATE EXPIRES:October 06,2016 MLA NUMBER:MLA10-00024 PROJECT PLANNER:Michelle Farfan PROJECT DESCRIPTION: SPAAD RAP & 911 - East Marrowstone Rd SPAAD- Site Plan Approval Advanced Determination for residential development PROJECT LOCATION: Parcel number 976 200 608, George Nordby Short Plat Lot 3, Section 33, Township 30N, Range 1E, WM, located at 2440 E Marrowstone Rd, Nordland 98358 CONDITIONS: 1.) 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. 2.) MANDATORY MEASURES OF HIGH 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. 3.) MANDATORY MEASURES FOR HIGH RISK 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 requirements: a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160-106 fora new groundwater well within 100 feet of a sea-salt water intrusion area per WAC 173-160-171 (i.e., within 100 feet of a groundwater source showing chloride concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an existing or proposed groundwater well not subject to an Ecology variance, applicant must provide evidence through a hydrogeologic assessment(relevant components of an Aquifer Recharge Area Report per UDC 3.6.10.e) of a reasonable probability that the subject aquifer will not be degraded by the proposed use of well. b. Installation of a flow meter. c. On-going well monitoring for chloride concentration. d. Submittal of flow and chloride data to the County per monitoring program. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 4.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 5.) A flow meter shall be installed prior to final sign off of the building permit. 6.) On-going well monitoring for chloride concentration is required. The property owner shall allow access to Jefferson County PUD or approved contractor to take samples as required. 7.) A Geotechnical Report prepared by Zenovic&Associates dated December 17, 2010 was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. 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.) The road approach is approved for its LOCATION ONLY as approved under ZON10-00008. This approval is valid for a period of 5 years from the date ZON10-00008 was approved. A ROAD APPROACH PERMIT HAS NOT BEEN ISSUED. Proponent shall contact the Public Works Department at 360-385-9160 prior to any land disturbing activity for installation of the road approach to obtain an approved permit. Once the permit is issued it will be valid for one (1) year. The Applicant shall adhere to any conditions as set forth in the approach permit. 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.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 15.) Minimum setback from East Marrowstone Roads right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. The site plan identifies an approximate setback of 60 feet from the top of the shoreline bank. Minimum setback from top of shoreline bank is as follows: The standard setback for residential structures, including common appurtenant structures such as garages and workshops, shall be thirty(30)feet or one (1) foot for each foot of bank height, whichever is greater. This setback shall be measured from the bank's edge when the bank's height exceeds 10 feet. When the bank's height is less than 10 feet, the setback shall be measured from the ordinary high water mark. The setback shall not exceed 100 feet. 16.) The building height is not to exceed 35 feet. 17.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which • includes roof tops, driveways, concrete, etc. 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. 18.) 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. 19.) 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. 20.) The applicant shall apply for a Shoreline Substantial Development Permit Exemption at time of a building permit application. 21.) 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. 22.) The proposal is located within 200 feet of Ordinary High Water Mark, and is within shoreline jurisdiction per the Shoreline Master Program, Chapter 18.25 Jefferson County Code. The remainder of the parcel, landward of 200 feet from Ordinary High Water Mark is located outside of shoreline jurisdiction and is subject to the Growth Management Act and critical area codes under chapter 18.22 Jefferson County Code. 23.) 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. 24.) 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 25.) 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. 26.) 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. FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code,all other applicable ordinances and regulations,and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on June 3, 2010 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: conservancy shoreline designation; stable/unstable recent slide shoreline slope stability; eagle habitat; seismic; severe landslide hazard area; SARPA aquifer rehcarge area; high risk SIPZ. 3.) 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. 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 5.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 6.) 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. 7.) 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. 8.) The parcel is located within a High Risk SIPZ (seawater intrusion protection zone) according to the County GIS map. There are 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 High Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses above 200 milligrams per liter(mg/L). 9.) 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). 10.) The revised site plan dated August 17, 2011 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 October 6, 2011 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 11.) 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. 12.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 13.) 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. The parcels total approximately 1.84 acres, and the revised site plan dated as submitted on August 17, 2011 complies with UDC Table 6-1: Density, Dimension and Open Space Standards. Environmental Health required a wet season evaluation for this project, see OTH10-29. The soils report enclosed with the SPAAD application supports a finding that an onsite sewage system can be installed on the property in the area evaluated. SPAAD approval DOES NOT constitute an onsite sewage system design or capacity approval. Any removal or disturbance of soil in the area evaluated may create site conditions that are unacceptable for the installation of an onsite sewage system and may invalidate this approval. SEPTIC SYSTEM COMPONENT SETBACKS TO STORMWATER MANAGEMENT FACILITIES- Any stormwater component: dry well, infiltration trench/pond, foundation drains, or any other source of water that is upgradient(above) or on the same contour MUST be setback a minimum of 10'from any septic system dispersal area (drainfield) and 5' from any septic tanks. Any stormwater component: dry well, infiltration trench/pond, foundation drains, or any other source of water that is downgradient or lower MUST be setback a minimum of 30'from any septic system dispersal area (drainfield) and 5'from any septic tanks. Surface drainage, roof run-off, splash blocks, etc. must be directed away from ALL septic components. The parcel will be served by the Quimper public water system. 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 43.21 C RCW. Staff comment: Single family residences are EXEMP T 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. 14.) Due to a recent Washington State Supreme Court Case: Futurewise se v. WA State DCTED, Ecology, Case #80396-0, the Critical Areas Ordinance(Chapter 18.22, JCC) does not apply to development within Shoreline jurisdiction. Only the Jefferson County Shoreline Management Master Program (Chapter 18.25, JCC)applies to development within 200 feet of the OHWM. 15.) An address of 2440 E. Marrowstone Road, Nordland has been assigned to the parcel. E. Marrowstone Road is a county local access (C593909). 16.) The lot was created through the George Nordby Short Plat on November 12, 1980 under AFN 268980. 17.) Wet season evaluation was conducted for this project, see OTH10-29. The soils report enclosed with the SPAAD application supports a finding that an onsite sewage system can be installed on the property in the area evaluated. SPAAD approval DOES NOT constitute an onsite sewage system design or capacity approval. 18.) Any removal or disturbance of soil in the area evaluated may create site conditions that are unacceptable for the installation of an onsite sewage system and may invalidate this approval. 19.) SEPTIC SYSTEM COMPONENT SETBACKS TO STORMWATER MANAGEMENT FACILITIES- Any stormwater component: dry well, infiltration trench/pond, foundation drains, or any other source of water that is upgradient(above)or on the same contour MUST be setback a minimum of 10'from any septic system dispersal area (drainfield) and 5' from any septic tanks. Any stormwater component: dry well, infiltration trench/pond, foundation drains, or any other source of water that is downgradient or lower MUST be setback a minimum of 30' from any septic system dispersal area (drainfield) and 5' from any septic tanks. Surface drainage, roof run-off, splash blocks, etc. must be directed away from ALL septic components. 20.) 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 developinc 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. 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. 1 .1. s : UDC Administrator MLA10-00024 6 of 6 s" w•��O� I k a f N D°o # T �G. 1 F ? 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HMO- — Nlt o 5:0 rn ti I®® - 1 _ It 4 o 1 _ _ C Oori0 O17......,k v � n 1 fir' oa ~__�� I� c� ��cn2 r�oo co >°< <n� O 2P �$ Nm xz2m ak�� z OD `C .- ._ `L 2 n y V n o v M 11 II °� �O 0 On Oxo y^'� „ m k mr� c �x ��cm y\o o�' p ) �� x" 20 �� 2v, "'gym °p pv m � h II tib � ~r2 �2�°°0 AMo Z C / O cno� C r0 �r�o 01 r- uv'' m iii/ C. ) I ff1: rr�2 A02�r')O .S°J3._,, r 1 p 0 C m r(� 'f� �I C:7 15p8? m 2 ^t r O,2 v�m C• * =j+ 1 .2° � az moo �2ov°r ON y I __ ~� 2°�= iii H O O O --_""= r i itive,e44) Susan Porto 1)0C Q.) L 1(j`Z From: Susan Porto Sent: Saturday, September 10, 2011 1:21 PM To: Michelle Farfan Cc: 'Creative Design Solutions, Inc.' Subject: RE: MLA10-24/ZON10-08; Arlun Ames; 2440 E. Marrowstone Road, N i n off and added conditions. S w -, v ', :s � Signed .,4 , 4 From: Michelle Farfan Sent: Monday, August 29, 2011 11:07 AM ®ci Farfan , To: Susan Porto Subject: MLA10-24/ZON10-08; Arlun Ames; 2440 E. Marrowstone Road, N ('‘‘W Hi Susan: I know you are swamped too, but wanted to check (also as a reminder to me)to see if you have reviewed the revised site plan dated 8/17/11 from Mike Deeney. Let me know if OK, as septic is all I'm waiting on for to issue the SPAAD. Thanks. Michelle Farfan Associate Planner,FHM Lead Dept. of Community Development 621 sh ridan port'T ownsend WA 98368 mfarfan @coJeFferson.wa.us 360-379-4457 360-379-4473(fax) All voi0 messages and a-mails received by Jefferson County may be subject to Public Disclosure under Chapter 92.56 RCW. Please note that DCD hours changed as of December 1,2008. Our office is open to the public 9:00 am -4:30 pm Monday to Thursday and closed on Fridays. 1 \44,s'AtA*% V:74. r. oCC Susan Porto From: Susan Porto Sent: Friday, December 03, 2010 3:10 PM To: Michelle Farfan Cc: 'Creative Design Solutions, Inc.'; Terry Duff Subject: re: Ames SPAAD mla10-24 I keep forgetting to talk to you about the above referenced case. Some time back someone (maybe it was Terry Duff at PW) informed us(EH)that a large curtain drain was being installed on the parcel and it appeared to surround the property. There were no applications for stormwater review. This is a site that went though a wet season evaluation and the result was that the water table on the site was very shallow, and the rainfall data made it an invalid assessment. Just so you know, I pulled the file and looked at the site plan. I noticed that Mike Deeney showed potential locations for curtain drains. I am hoping that Mike has been involved in the location of these installations, in preparation for a new application to review the water tables for this coming wet season. I have included him in this message for his response. susavt.Porto R.S. jeffersow Couwtu PubLLc tteALth Phowe 360. 3859404 FAX 360. 39.4487 Aiwa js worle%wg for a safer. HeaLtki-erJe f fersow Couwt� CONFIDENTIALITY NOTICE: This e-mail message, including any attachments,is for the sole use of the intended recipient(s)and may contain confidential and privileged information. Any unauthorized review,use,disclosure,or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. 1 I • Susan Porto From: Susan Porto Sent: Thursday, June 03, 2010 4:02 PM To: Michelle Farfan Subject: RE: OTH10-00005 &ZON10-0008; Ames, Blowers rep Yep, sorry for not letting you know sooner! From: Michelle Farfan Sent: Thursday, June 03, 2010 4:02 PM To: Susan Porto Subject: RE: OTH10-00005 &ZON10-0008; Ames, Blowers rep I can send an info request letter to applicant & Barbara cause I have to stop the clock. We will wait to see what BB does... Sound good to you? Michelle Farfan Associate Planner Dept. of Community Development 621 i; eridan port Ilownsend WA 98368 mfarfan @co,jefferson.wa.us 360-379-4457 360-379-4473(fax) All vice messages and e-mails received by Jefferson County may be subject to Public Disclosure under Chapter 42.56 RCW. Please note that DCD hours changed as of December 2,2008. Our office is open to the public 9:00 am-4:3o pm Monday to Thursday and closed on Fridays. From: Susan Porto Sent: Thursday, June 03, 2010 4:00 PM To: Michelle Farfan Subject: RE: OTH10-00005 &ZON10-0008; Ames, Blowers rep Michelle, The water levels measured during the wet season were not deep enough to make a determination for a feasible septic system on this site. The rainfall was determined to be approximately 60%of normal and in most cases we try to make some assumption if we can,to proceed with permitting. In this instance, there was only one hole with more than 18" to water table,and the rest less than 16". We sent out the wet season evaluation letter to the owner and Mike Deeney,the designer, in April. At this point we would need to hear from the designer if they want have this case pending and wait for another wet season evaluation next year or to find another area to evaluate that can be approved without a wet season. What do you think I should do, call the designer or do we want to talk to Barbara? Susan From: Michelle Farfan Sent: Thursday, June 03, 2010 3:25 PM To: Randy Marx; Susan Porto Subject: OTH10-00005 &ZON10-0008; Ames, Blowers rep Importance: High Hi: I'm ready to go on this spaad but there's a septic activity that is waiting on the wet-season. The OTH case states "Complete "CLS" dated 4/29/10. Can someone explain if this means the spaad can be issued or is there more info on the OTH case that is needed? Thanks. Michelle Farfan Associate Planner Dept. of Community Development 621 s eridan Port Townsend WA 98368 mfarfan @coiefferson.wa.us 360-379-4457 360-379-4473(fax) All vice messages and e-mails received by Jefferson County may be subject to Public Disclosure under Chapter 42.56RCW Please note that DCD hours changed as of December 1,2008. Our office is open to the public 9:00 am-4:30 pm Monday to Thursday and closed on Fridays. 2 • U6 €T $OUND WLUTION' Helping with Permitting in 23 Washington Counties 124 Harrison Street 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 owners for the property whose tax parcel number is 976200608 r 7// , Arlun A. Ames JAN 20200 ` iD ye i .00■• PA-A b — .4617 ' JEFFERSON COUNTY ` .4 ( V ` z�orriv . DEPARTMENT OF COMMUNITY D LOPMENT 7 c'4 *4 621 Sheridan Street• Port T• . • -• , ": •• 0 tc-t ' . 9 7 V ,* 360/379-4450 . 361 • • - •51 Eax c—t 0 aq� 0 www.co.jefferso us/commdevelo ent '49' 1 a31 ( 13(p7-t' Master Permit Application SA.Ay, / 0 lt, i LA" , •,. . 1 r 4 1 *•Ia..UIY'I .....II IProject Description n epe is as 116111111Pi (/./ IF Tax Parcel Number: 'f7 6 2 O d O‘ Property Size: , b (acres/square feet) Site Address and/or Directions to Property: Property Owner(s)of Record: _ , ..0 i..c :1 - - A �. Z 3 d m . ;I A , I Telephone: Fax: email: Mailing Address: e IP Applicant/Agent(if different from • ner): P1�,.'.% IA f`Z1 s Telephone: 4. • 6 O Fax: - , 7 b email: .■1____ I..A 114-14)--- Mailing Address: As What kind of Permit?(Check each box that applies ❑Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit 0 Variance(Minor,Major or Reasonable Economic Use) ❑Single Family ❑Garage Attached/Detached 0 Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home ❑ Modular 0 Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat** ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat** O Sign ❑Planned Rural Residential Development(PRRD)/Amendments** O Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration*f1' O tomiwater Management 0 Shoreline Master Program Exemption/Permit Revisions*' Ite Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance O Wireless Telecommunication* ❑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 ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal,if known: r,,, ^, \I L v Lu iJ Ir , ` DESIGNATION OF AGENT I hereby designate &_,I;;,.1(. 11.k.1.11'_ ' to act as my agent in matters relating to this -•plicati• for OWNER SIGNATURE ' i J 1 r . . i, �T, Ai . Date: Q ..i # V By signing this application form,'the owner/agent attests that the information provided herein,and in any attachments, true an. 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 re-•_• 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 ui -•'ater inspections. ft's ccess and right of entry will be assumed unless the applicant informs the County in writing at the time of the ap• , tion h or she wants • • /.ti• ''tt i Signature: i.�.� l Al. A..441/A' Date: d 7iU The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact u n one or ore 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 Coun makes no assurances to the applicant that the actions that will be undertaken because this permit has been• d will of violate the E A,�individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if :in•,, pliance with / 4 =rson County development code.The Applicant acknowledges that e,she•r it holds individual and non-transf= -• •o -ibility for adhe '� a • plying with the ESA. The Applicant has read this disclaime and ig - and dates it below. Signature: / l erd I 1441A Al♦ 4 Date: Q LN V G:\PemnitCenter\###FORMS###\DRD FORMS\Master Pemut Application 5-29-08.doc • nom JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street Port Townsend, WA 98368 June 3, 2010 Al Scaif, Director ARLUN A AMES 14717 58TH AVE S TUKWILA WA 981684530 RE: SITE ADDRESS:2440 E MARROWSTONE RD CASE#: MLA10-00024 Dear ARLUN A AMES: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. Your application for a SPAAD has been reviewed by the Environmental Health (EH)Department in relation to the soil logs test pits as prepared by Mike Deeney. The EH Department made the following comments: 1. The water levels measured during the wet season were not deep enough to make a determination for a feasible septic system on this site. The rainfall was determined to be approximately 60% of normal and in most cases we try to make some assumption if we can, to proceed with permitting. In this instance, there was only one hole with more than 18" to water table, and the rest less than 16". 2. A wet season evaluation letter was sent to the Ames's and Mike Deeney, the designer in April 2010. At this point EH would need to hear from the designer if applicant wants to have this case pending and wait for another wet season evaluation next year or to find another area to evaluate that can be approved without a wet season. Community Development makes the following comments: 1. The site plan submitted on February 16, 2010 needs to be revised to show a setback of 60 feet (per geotechnical report)from the top of the shoreline bank landward. 2. The site plan identifies an exisitng well on the western portion of the parcel. Because the well has not been proved for potable water (which is required at time of building permit application and a SPAAD does not vest for potable water) and the parcel is within the PUD Quimper public water system, you will be required to connect to the public water system prior to submitting a building permit application. The well would only be able to be used for agriculture purposes. Should you have any questions regarding the above, please contact Susan Porto of the EH Department at 360-385-9404. Please submit the above information to the Department of Community Development by September 1,2010. Pursuant to Jefferson County Code(JCC) 18.40.110(3)and (6), if the applicant refuses to submit the additional information or does not request additional time to submit the required information within the ninety(90)calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Building Permits/ Inspections Development Review Division Long Range Planning (360) 379-4450 FAX: (360) 379-4451 Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. Sincerely, ■ /ceerely in ��Q i' / 1lAtk Department of Community% lopment Staff c: File BARBARA BLOWERS Si 1LQ, 1 e-eney 0san Po(D , H • SON �o JEFFERSON COUNTY w �� , , 6 DEPARTMENT OF COMMUNITY DEVELOPMENT ti 1-c APIZ> 621 Sheridan Street Port Townsend, WA 98368 IYIN� December 17, 2010 Al Scalf, Director ARLUN A AMES 14717 58TH AVE S TUKWILA WA 981684530 RE: SITE ADDRESS: 2440 E MARROWSTONE RD CASE#: MLA10-00024 Dear ARLUN A AMES: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. THIS IS AN UPDATED INFORMATION REQUEST LETTER TO INCLUDE THE DEPARTMENT OF PUBLIC WORKS COMMENTS: The Public Works Department staff conducted a site visit and noted a curtain drain was installed on the west side of East Marrowstone Road on parcel 976-200-608 but the submitted site plan shows it as"proposed." This drain runs all the way into the county ditch. Therefore, any portion of the curtain drain within the right-of-way will need to be removed. Additionally, the backslope of the ditch will need to be restored and compacted with appropriate material. The ditch will also need to be re-graded, if necessary, to match the existing grade. Public Works will be available to inspect the work or answer any questions regarding the removal of the curtain drain within the right-of-way. If you have any questions regarding the issue of the curtain drain, please contact Terry Duff, PWD at 360-385-9159 or email at tduff@co.jefferson.wa.us Information requested on June 3, 2010: Your application for a SPAAD has been reviewed by the Environmental Health (EH) Department in relation to the soil logs test pits as prepared by Mike Deeney. The EH Department made the following comments: 1. The water levels measured during the wet season were not deep enough to make a determination for a feasible septic system on this site. The rainfall was determined to be approximately 60% of normal and in most cases we try to make some assumption if we can, to proceed with permitting. In this instance, there was only one hole with more than 18" to water table, and the rest less than 16". 2. A wet season evaluation letter was sent to the Ames's and Mike Deeney, the designer in April 2010. At this point EH would need to hear from the designer if applicant wants to have this case pending and wait for another wet season evaluation next year or to find another area to evaluate that can be approved without a wet season. Community Development makes the following comments: 1. The site plan submitted on February 16, 2010 needs to be revised to show a setback of 60 feet (per geotechnical report) from the top of the shoreline bank landward. Building Permits/ Inspections Development Review Division Long Range Planning (360) 379-4450 FAX: (360) 379-4451 2. The site plan identifies an existing well on the western portion of the parcel. Because the well has not been proved for potable water (which is required at time of building permit application and a SPAA.D does not vest for potable water) and the parcel is within the PUD Quimper public water system, you will be required to connect to the public water system prior to submitting a building permit application. The well would only be able to be used for agriculture purposes. Should you have any questions regarding the above, please contact Susan Porto of the EH Department at 360-385-9404. Please submit the above information to the Department of Community Development by March 17, 2011. Pursuant to Jefferson County Code (JCC) 18.40.110(3) and (6), if the applicant refuses to submit the additional information or does not request additional time to submit the required information within the ninety(90)calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. 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H Z r 'c- r .t_&._., y:::, PO rn z z co we �, Z/ ,,,,-."'co M -0 1 7.—, 2 :$:nIu, CO 70 cb > I oa �� I vo 2 w N m O oo am 2c) 2° - �-i2_ c�m�r1 O pQ �� II II L'' ti m� < r2 ^�2e� A 37 m — Itl a t�r' O lii L' m O �{ o�io°fi a C°� \cn ��g� a ��r ci ~ C o �_ / �` ,E 200 2 np-o cam I� Q O -"'v Z?--- �`_,� _.�. ,( I o m ))-- 0 2 a m r = � � � o -,Z G7 n 15p8` 0O= 2i X03. R gy mo70 ~ [� c�^ Jul �C� O� �_� n,�r�so rn m � a2 am t° R2 � v. m a—i C - � �1 �� o 0 _ cn m • . . c'> Z 2 m M-d Susan Porto From: Creative Design Solutions, Inc. [mike @cds4you.com] Sent: Wednesday, April 20, 2011 6:53 AM To: Susan Porto Cc: Arlun &Jo Ames; Barbara Blowers Subject: Ames, OTH10-29 Attachments: Ames OTH10-29, Prel. Septic Concept .pdf Follow Up Flag: Follow up Flag Status: Flagged Hi Susan, Attached is a site plan for the Ames project based on the results of OTH10-29. As a preface to addressing this site plan, in the past when we have had less than 80% rainfall, the County would often allow the next step up system. Conversely, with our 121% rainfall, I would like to propose that soil holes 6 & 10, which both exhibited a peak water table of 11 inches, are in fact satisfactory for installing a Glendon Biofilter system which requires a minimum of 12 inches. On the premise that soil holes 6 & 10 are satisfactory for a Glendon Biofilter, I've shown a number of potential Initial (I) and Reserve (R) Glendon Biofilters on the attached plan. In regard to potential issues with the standing water in the roadside storm water ditch, is there a County or State standard that can be referred to in order to determine when a standing water puddle becomes a surface water (size, depth, duration, etc.)? Additionally, where does County road department responsibility lie in regard to maintaining proper drainage of roadside storm water ditches in order to protect the integrity of the road beds (moisture from saturated soils wicking up into the road base and top course). Please review the preliminary septic system proposals on the attached plan and call to discuss. Thanks, Mike Deeney Creative Design olutions, Inc. 800-395-7296 ----rc Lii 2y 1 -- wd,/ it c 6-0 ("ti- ( ( --- 0 0 / if/ f e / / I P O oN ' C.- f -()f' C.- f -() • , 0 r_i _ ,P3se (0 , , , , , . , ,, 7 .- ., t _ . . , e pir-eA 4, ,r t ! , - / �, / 4,, ?, , , i I 1' • 6 .. , N kess'ar E. 16670...---- --...„...„r___ 9 g sg V! _6-m \ __--- ---,.....„ 7 . 7 -----7- a ca B t.- 1 LI ) Er 1.4 A 11 ( i " ...., — hi / _05-7---F---- 11" , 0 g: 4-72k,„ :Ile 0 .R; no § M g ,a S g 1.., •k :-. ,1 & ...---- c) r KA" el' \ V"'• f5 4 0A...;t2, n, ' , ,.....-- ,_ , L _ ,,,,....,„ i I R .....) ,,,,,!..<,--pi --.........„. 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N N Z 1411 e 1 i I I E i.4: , _ ., . tq L__1 L---I k......:j - __F.__ - - ._. .1 3 G5 30.t.rcl,' iw 8 23 -0 1 -- - - - -......... -.. I-1- 1: le WI dg: IF .,,......_ .....,1 .... x P i ...,c5 ...... (4 I N .; R g , .Arl 4E1 "4 OS* e :E 0 11 hS g M p ,,6 ■4,. I a A CS. 8 rii /-2-4t0,49.•.,-------. I di 1 ..15 p* Z t Z '42°2 ---"■:"...--------..+ tc,g Fi co r ° - th pi iAlg 0 . -0 :. §a12 2 . ......___ . il.I $ I-4 I ri , i C.) P 0 i z I co Page 1 of 1 Michelle Farfan From: Michelle Farfan Sent: Monday, August 29, 2011 11:07 AM To: Susan Porto Subject: MLA10-24/ZON10-08; Arlun Ames; 2440 E. Marrowstone Road, N Hi Susan: I know you are swamped too, but wanted to check (also as a reminder to me) to see if you have reviewed the revised site plan dated 8/17/11 from Mike Deeney. Let me know if OK, as septic is all I'm waiting on for to issue the SPAAD. Thanks. Michelle Farfan Associate Planner,FHM Lead Dept. of Community Development 621 Sheridan Port Townsend WA 98368 mfarfan @cojefferson.wa.us 360-379-4457 360-379-4473(fax) All voice messages and a-mails received by Jefferson County may be subject to Public Disclosure under Chapter 42.5612CW. Please note that DCD hours changed as of December 1,2008. Our office is open to the public 9:0o am -4:30 pm Monday to Thursday and closed on Fridays. 8/29/2011 Q) - ©o� -ml Z N O � (4 ( I E fir., } ,r sRimc34 c ¢ a�4� zeN v CO ..,z, �,ya, > .. U V gJ� .:.r— ..-----m- ,mss,.'."" .-—''''' .y .y,. .`h 1 w " "''t �;: �f C ,„?,'„,,,,,',,q-s �„,, ti, a i N P ---,---1—"'—�"— '„ , t N , IE (r^ y f.; .6` t 6 . .z ;I� R i i;�j�" .,, r R? 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Jefferson County Policy 93-04 states that a wet season evaluation may be repeated if the precipitation is greater than 110% of normal. The Port Townsend area reported 121% of normal rainfall. Your property falls within the Port Townsend rainfall area. The results/report are enclosed for your review. You may use the results if a septic system can be designed with the current site configuration. You may also wait and repeat the wet season in 2011. If you decide to repeat the wet season, please remember the fee and application are due no later than 12/31/11 Please contact your designer to discuss alternatives to potentially mitigate the water table and possibly re-applying for another wet season evaluation. If you have further questions please contact this office at 385-9444. Sin ly, gzi./k Susan Porto Environmental Health Specialist cc Mike Deeney, Designer Michelle Farfan, Planner, DCD HEALTH COMMUNITY HEALTH DEVELOPMENTAL DISABILITIES PUBLIC HEALTH ENVIRONWAT RLQUALITY MAIN: (360)385-9400 ALWAYS WORKING FOR A SAFER AND MAIN: (360) 385-9444 FAX: (360)385-9401 HEALTHIER COMMUNITY FAX: (360)379-4487 • Jefferson County Permit Center Fee: $ 3$' 1,L 621 Sheridan St., Port Townsend WA 98368 Receipt No.: C-f f 3`><S % 360-379-4450 Date: 1217-'N.//1.) OTH10-* 2-41 WET SEASON EVALUATION APPLICATION APPLICANT NAME: i9RL OA/ #4# 15 MAILING ADDRESS: /4 7/ 7- SB 1.-4 Ave. s/ TUK w g8 WV,LA� •9 ff PHONE: LEGAL DESCRIPTION: Section 7 3 Township 30 Range le PARCEL NO: g 74 Zoe "c8 Subdivision Name 1040/24•41E. 11140/2$f" S. I? Division Block Lot(s) 3 SITE LOCATION/ADDRESS: Re 7-Weelt" 24 e.' al Z¢Sz' C, r-zelAAP-04,s1-4DA/...tr Ati>. , mo,z-At .44(1> Address of Adjacent Property SEWAGE DISPOSAL PERMIT ISSUED: Yes No SEP - This evaluation does not constitute a guarantee of approval of an o• -'• -wage disposal permit. Signature /'-'1,4"A/'"t -1" EN�u -� r ,Q.• "'pivot/ Md S �� ' fie: ' ) �� l� �D �t/1� r7U lN ) Hole 1: H "ee�'' ote 5: '7► (O Hole 9: £ A 6 �- ✓ `C� Hole 2: - 27) " Hole 6: X11 �` �� ,-Cj=12rrHole 10: 1i r1 2� Z( '-7��b•� 14,it Hole 3: �� 4 1 9� Hole 7: StI 0 2�) j Hole 1 1: �t t if C 20 4 3'' a z - 12: 20 Hole 4: �� b Hole 8: �j�j =� Hole x.! �� 'Z.� Comments: CS2 6 /N (J- - E b `✓-cm P — • t I Z� !I ; uk-1 HOB .4 V ' WO =tit M -1 ' iti T .> ? M. o . -- - V 9i1-c rf I.0 ni Ire --- ,� Date. �` ' opt t-fT-, �c e( v�� Ct " rt '` 2P Ik- Hole 1: Hole 5:5 �� z� Hole 9: ttLL ,.alt Hole 2: r Hole 6: '6 n• •I 7 t Hole 10: I S /1l I , 1� �`� r. 1 Hole 3: 0 w 2 v Hole 7: , i O 75 3 Hole 11: q`1, �� SAT r+t il 11 Li i l, 1 ,t 4I Hole 4: nip 2..9 - 2`T _,` _ t_ 031 �/ G� �,¢('Hol/e(8�' �r t C'�' r 1 = IUT h` Hole 12: • „ ;per Comments: 1-}DLE ✓ �� l CeS1 LL( ' „Y �i"L ' r'r i i 1 t LLB' 1,it leAus. clv4,,, ' p■coE -0-7- • C,1D cpa- i ' 1 11/61-1/1A- la D.- ' ' V iitik e til .1 Date: S 0 Iv '5•j pkpe io lE b = 23 I t ,If 0 ?a Hole 1: Hole 5: L t , 6 -S i1 { / i.4-a0 it rr Hole 9: q �-lr �i Hole 2: t1f , a J �/ �I Hole 6: 1( ` - `l = f` ,, Hole 10: Zt . -1 r r Hole 3: k4 I - 2.� Hole 7: 2� ' -(o c 1111 Hole 11: 20 2D-I- - t9 it y� c,rl tl i i' it r( _ it tt 1! Hole 4: I - ✓ ( Hole 8: 1'� `� --4- ,/- ...41(/( ' Hole 12:/n to - i'7 Comments: r ∎ �2 ®" Li W / d 11 7 6- 4 1Z\) p IT C\ Cups L (k (( (y I . C:\Data\Wpw\County Forms\Jefferson\WetSeason Ircv'd 1-6-04).wpd .4iA2,0 J b t' 1 1- ll Page 1 of 1 Michelle Farfan From: Terry Duff Sent: Friday, March 04, 2011 9:06 AM To: Michelle Farfan; Susan Porto Subject: MLA10-00024/Arlun Ames, 2440 East Marrowstone Rd I have inspected the work done to remove the portion of the drainage pipes which were placed within the right of way into the ditch and have found that the portion of the pipes within the right-of-way/ditch area have been pulled back and removed, and the area restored to my satisfaction. Please let me know if you have any questions or concerns regarding this matter. T;eet 9 Eng.Tech III Jefferson County Public Works 623 Sheridan St. Port Townsend,Wa 98368 360-385-9159 3/4/2011 Page 1 of 3 •Michelle Farfan From: Michelle Farfan Sent: Friday, January 21, 2011 2:26 PM To: Susan Porto; 'Creative Design Solutions, Inc.'; Terry Duff Subject: FW: Just an FYI—keeping you all in the loop. Michelle Farfan Associate Planner,FHM Lead Dept.of Community Development 621 Sheridan Port Townsend WA 98368 mfarfan @coiefferson.wa.us 360-3794457 360-379-9473(fax) All voice messages and e-mails received by Jefferson County may be subject to Public Disclosure under Chapter 92.56 TZCW Please note that DCD hours changed as of December 1,2008. Our office is open to the public 9:00 am -'#:30 pm Monday to Thursday and closed on Fridays. From: Barbara Blowers [mailto:waves @olympus.net] Sent: Friday, January 21, 2011 1:35 PM To: Michelle Farfan Subject: RE: Last section, item 2. The SPAAD application for Ames included availability of potable water from the pud water system. if there is an old well, it will be put away legally. Not sure why you are talking about last year's wet season --we know it failed --so we are doing another one. We are working on the ditch crap. That 100 foot setback may be a problem for hundreds and hundreds of people if the county is calling ditches'wetlands.' Good Grief!! From: Michelle Farfan [mailto:mfarfan @co.jefferson.wa.us] Sent: Friday, January 21, 2011 10:39 AM To: Creative Design Solutions, Inc.; Barbara Blowers Cc: Susan Porto; Terry Duff Subject: Below is an information request letter with the new concerns from EH. I will be sending you all and the applicant an official signed copy of the letter in today's mail. "THIS IS AN UPDATED INFORMATION REQUEST LETTER TO INCLUDE 1/21/2011 • r Page 2 of 3 ADDITIONAL COMMENTS/CONCERNS FROM THE ENVIRONMENTAL HEALTH DEPARTMENT: Information requested on December 17,2010: The Public Works Department staff conducted a site visit and noted a curtain drain was installed on the west side of East Marrowstone Road on parcel 976-200-608 but the submitted site plan shows it as "proposed." This drain runs all the way into the county ditch. Therefore, any portion of the curtain drain within the right-of-way will need to be removed. Additionally, the backslope of the ditch will need to be restored and compacted with appropriate material. The ditch will also need to be re-graded, if necessary, to match the existing grade. Public Works will be available to inspect the work or answer any questions regarding the removal of the curtain drain within the right-of-way. If you have any questions regarding the issue of the curtain drain, please contact Terry Duff,PWD at 360-385-9159 or email at tduff @co.jefferson.wa.us January 21,2011 additional information request from EH: Susan Porto went to the property for the first wet season evaluation and has the following concerns of which she has discussed with Mike Deeney: 1. Mike's site plan does not reflect the installed curtain drains and some of the test holes appeared to be too close to even consider for use. After Susan& Mike's conversation, she pulled the SPAAD site plan and copied it for this wet season application site plan, which does show the curtain drains. 2. Many of the test holes have been backfilled poorly, allowing rainwater to pond around the inspection port and possibly impacting water levels, not to mention accurate measurements for the elevation of the pipe above native grade. Those assumptions may be off by one inch or so; that may make all the difference on this site. 3. Additionally, Susan and Mike talked about the standing water in the road ditch and Susan noted concerns about the setbacks. She pulled the wet season from last year and Randy Marx noted on all three months that water was in the ditch. We may have to require a 100 foot setback unless mitigated. EH Information requested on June 3,2010: Your application for a SPAAD has been reviewed by the Environmental Health (EH) Department in relation to the soil logs test pits as prepared by Mike Deeney. The EH Department made the following comments: 1. The water levels measured during the wet season were not deep enough to make a determination for a feasible septic system on this site. The rainfall was determined to be approximately 60% of normal and in most cases we try to make some assumption if we can, to proceed with permitting. In this instance,there was only one hole with more than 18" to water table, and the rest less than 16". 2. A wet season evaluation letter was sent to the Ames's and Mike Deeney, the designer in April 2010. At this point EH would need to hear from the designer if applicant wants to have this case pending and wait for another wet season evaluation next year or to find another area to evaluate that can be approved without a wet season. Community Development makes the following comments: 1/21/2011 . , Page 3 of 3 1. The site plan submitted on February 16, 2010 needs to be revised to show a setback of 60 feet (per geotechnical report) from the top of the shoreline bank landward. 2. The site plan identifies an existing well on the western portion of the parcel. Because the well has not been proved for potable water(which is required at time of building permit application and a SPAAD does not vest for potable water) and the parcel is within the PUD Quimper public water system,you will be required to connect to the public water system prior to submitting a building permit application. The well would only be able to be used for agriculture purposes. Should you have any questions regarding the above, please contact Susan Porto of the EH Department at 360-385-9404." Regards, Michelle Farfan Associate Planner,FHM Lead Dept. of Community Development 622 Sheridan port Townsend WA 98368 mfarfan @coJefferson.wa.us 360-379-V67 360-379-973(fax) All voice messages and e-mails received by Jefferson CountY maY be subject to Public Disclosure under Chapter 42.56 RCW. Please note that DCD hours changed as of December 1,2008. Our office is open to the public 9:0o am -4:30 pm Monday CO Thursday and closed on Fridays. 1/21/2011 Page 1 of 2 Michelle Farfan From: Michelle Farfan Sent: Friday, January 21, 2011 10:39 AM To: 'Creative Design Solutions, Inc.'; 'Barbara Blowers' Cc: Susan Porto; Terry Duff Below is an information request letter with the new concerns from EH. I will be sending you all and the applicant an official signed copy of the letter in today's mail. "THIS IS AN UPDATED INFORMATION REQUEST LETTER TO INCLUDE ADDITIONAL COMMENTS/CONCERNS FROM THE ENVIRONMENTAL HEALTH DEPARTMENT: Information requested on December 17,2010: The Public Works Department staff conducted a site visit and noted a curtain drain was installed on the west side of East Marrowstone Road on parcel 976-200-608 but the submitted site plan shows it as "proposed." This drain runs all the way into the county ditch. Therefore, any portion of the curtain drain within the right-of-way will need to be removed. Additionally, the backslope of the ditch will need to be restored and compacted with appropriate material. The ditch will also need to be re- graded, if necessary,to match the existing grade. Public Works will be available to inspect the work or answer any questions regarding the removal of the curtain drain within the right-of-way. If you have any questions regarding the issue of the curtain drain, please contact Terry Duff, PWD at 360-385-9159 or email at tduff @co.jefferson.wa.us January 21,2011 additional information request from EH: Susan Porto went to the property for the first wet season evaluation and has the following concerns of which she has discussed with Mike Deeney: 1. Mike's site plan does not reflect the installed curtain drains and some of the test holes appeared to be too close to even consider for use. After Susan& Mike's conversation, she pulled the SPAAD site plan and copied it for this wet season application site plan, which does show the curtain drains. 2. Many of the test holes have been backfilled poorly, allowing rainwater to pond around the inspection port and possibly impacting water levels, not to mention accurate measurements for the elevation of the pipe above native grade. Those assumptions may be off by one inch or so; that may make all the difference on this site. 3. Additionally, Susan and Mike talked about the standing water in the road ditch and Susan noted concerns about the setbacks. She pulled the wet season from last year and Randy Marx noted on all three months that water was in the ditch. We may have to require a 100 foot setback unless mitigated. EH Information requested on June 3,2010: Your application for a SPAAD has been reviewed by the Environmental Health (EH) Department in relation to the soil logs test pits as prepared by Mike Deeney. 1/21/2011 Page2of2 The EH Department made the following comments: 1. The water levels measured during the wet season were not deep enough to make a determination for a feasible septic system on this site. The rainfall was determined to be approximately 60% of normal and in most cases we try to make some assumption if we can, to proceed with permitting. In this instance, there was only one hole with more than 18" to water table, and the rest less than 16". 2. A wet season evaluation letter was sent to the Ames's and Mike Deeney,the designer in April 2010. At this point EH would need to hear from the designer if applicant wants to have this case pending and wait for another wet season evaluation next year or to find another area to evaluate that can be approved without a wet season. Community Development makes the following comments: 1. The site plan submitted on February 16, 2010 needs to be revised to show a setback of 60 feet (per geotechnical report) from the top of the shoreline bank landward. 2. The site plan identifies an existing well on the western portion of the parcel. Because the well has not been proved for potable water(which is required at time of building permit application and a SPAAD does not vest for potable water) and the parcel is within the PUD Quimper public water system,you will be required to connect to the public water system prior to submitting a building permit application. The well would only be able to be used for agriculture purposes. Should you have any questions regarding the above,please contact Susan Porto of the EH Department at 360-385-9404." Regards, Michelle Farfan Associate Planner,FHM Lead Dept.of Community Development 621 Sheridan Port Townsend WA 98368 mfarfan @coieFferson.wa.us 360-379-4457 360-379-4473(fax) All voice messages and e-mails received by Jefferson County may be subject to Public Disclosure under Chapter 42.56 RCW Please note that DCD hours changed as of December 1,2008. Our office is open to the public 9:0o am-9:30 pm Monday to Thursday and closed on Fridays. 1/21/2011 riSON oo JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPM DEVELOPMENT ti vo 621 Sheridan Street `WING ' Port Townsend, WA 98368 January 21, 2011 AI Scalf, Director ARLUN A AMES 14717 58TH AVE S TUKWILA WA 981684530 RE: SITE ADDRESS:2440 E MARROWSTONE RD CASE#: MLA10-00024 Dear ARLUN A AMES: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. THIS IS AN UPDATED INFORMATION REQUEST LETTER TO INCLUDE ADDITIONAL COMMENTS/CONCERNS FROM THE ENVIRONMENTAL HEALTH DEPARTMENT: Information requested on December 17, 2010: The Public Works Department staff conducted a site visit and noted a curtain drain was installed on the west side of East Marrowstone Road on parcel 976-200-608 but the submitted site plan shows it as"proposed." This drain runs all the way into the county ditch. Therefore, any portion of the curtain drain within the right-of-way will need to be removed. Additionally, the backsiope of the ditch will need to be restored and compacted with appropriate material. The ditch will also need to be re-graded, if necessary, to match the existing grade. Public Works will be available to inspect the work or answer any questions regarding the removal of the curtain drain within the right-of-way. If you have any questions regarding the issue of the curtain drain, please contact Terry Duff, PWD at 360-385-9159 or email at tduff @co.jefferson.wa.us January 21, 2011 additional information request from EH: Susan Porto went to the property for the first wet season evaluation and has the following concerns of which she has discussed with Mike Deeney: 1. Mike's site plan does not reflect the installed curtain drains and some of the test holes appeared to be too close to even consider for use. After Susan & Mike's conversation, she pulled the SPAAD site plan and copied it for this wet season application site plan, which does show the curtain drains. 2. Many of the test holes have been backfilled poorly, allowing rainwater to pond around the inspection port and possibly impacting water levels, not to mention accurate measurements for the elevation of the pipe above native grade. Those assumptions may be off by one inch or so; that may make all the difference on this site. 3. Additionally, Susan and Mike talked about the standing water in the road ditch and Susan noted concerns about the setbacks. She pulled the wet season from last year and Randy Marx noted on all three months that water was in the ditch. We may have to require a 100 foot setback unless mitigated. EH Information requested on June 3, 2010: Your application for a SPAAD has been reviewed by the Environmental Health (EH) Department in Building Permits/ Inspections Development Review Division Lon Range Planning (360) 379-4450 FAX: (360) 379-4451 relation to the soil logs test pits as prepared by Mike Deeney. The EH Department made the following comments: 1. The water levels measured during the wet season were not deep enough to make a determination for a feasible septic system on this site. The rainfall was determined to be approximately 60% of normal and in most cases we try to make some assumption if we can, to proceed with permitting. In this instance, there was only one hole with more than 18"to water table, and the rest less than 16". 2. A wet season evaluation letter was sent to the Ames's and Mike Deeney, the designer in April 2010. At this point EH would need to hear from the designer if applicant wants to have this case pending and wait for another wet season evaluation next year or to find another area to evaluate that can be approved without a wet season. Community Development makes the following comments: 1. The site plan submitted on February 16, 2010 needs to be revised to show a setback of 60 feet (per geotechnical report)from the top of the shoreline bank landward. 2. The site plan identifies an existing well on the western portion of the parcel. Because the well has not been proved for potable water (which is required at time of building permit application and a SPAAD does not vest for potable water) and the parcel is within the PUD Quimper public water system, you will be required to connect to the public water system prior to submitting a building permit application. The well would only be able to be used for agriculture purposes. Should you have any questions regarding the above, please contact Susan Porto of the EH Department at 360-385-9404. Please submit the above information to the Department of Community Development by April 21, 2011. Pursuant to Jefferson County Code(JCC) 18.40.110(3) and (6), if the applicant refuses to submit the additional information or does not request additional time to submit the required information within the ninety(90)calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. Sincerely, 111 I I i r, Department of Communi ►aevelop, ent Staff c: File BARBARA BLOWERS hive been.ey Susan `moo, eft Terry �J0A-Tlat. Page 1 of 1 Michelle Farfan From: Susan Porto Sent: Friday, January 14, 2011 1:32 PM To: Barbara Blowers Cc: Creative Design Solutions, Inc.; Michelle Farfan; Terry Duff Subject: RE: 0TH 10-29/MLA10-24/0TH 10-5 Barbara, I don't understand what you mean in the first sentence. The point of the e-mail was to try to get a valid reading of the water table so that the property owners can move forward or not. Susan From: Barbara Blowers [mailto:waves @olympus.net] Sent: Friday, January 14, 2011 1:15 PM To: Susan Porto Subject: RE: OTH10-29/MLA10-24/OTH10-5 please explain how one property can cause standing water in the ditch when the water in the ditch is all along bb By the way, filling the top of the perk hles is not a big deal and we can do it right away. And we can shorten the pipe- no big deal. But will all this affect this second wet season evaluation? bb From: Susan Porto [mailto:sporto @co.jefferson.wa.us] Sent: Friday, January 14, 2011 11:03 AM To: Creative Design Solutions,Inc. Cc: Barbara Blowers; Michelle Farfan; Terry Duff Subject: 0TH 10-29/MLA10-24/0TH 10-5 To recap our talk this morning about Arlun Ames'wet season. I went to his property for the first wet season evaluation and have some concerns: • Your site plan does not reflect the installed curtain drains and some of the test holes appeared to be too close to even consider for use. After our conversation I pulled the SPAAD site plan and have copied it for this wet season application site plan,with does show the curtain drains. • Many of the holes have been backfilled poorly, allowing rainwater to pond around the inspection port and possibly impacting water levels, not to mention accurate measurements for the elevation of the pipe above native grade. Those assumptions may be off by an 1"or so,that may make all the difference on this site. • Additionally, we talked about the standing water in the road ditch that I noted and have concerns about setbacks. I pulled the wet season from last year and Randy noted on all three months that water was in the ditch. We may have to require a 100'setback unless mitigated..... Just an FYI! Susaw Porto R.S. )ef fersow couwtj Public I-health Phowe 360. 3869404 R V(360. 379.4487 ALwaljs Worleiwq fora Safer A H-eaLtliter)ef fersow couwtt. CONFIDENTIALITY NOTICE: This e-mail message,including any attachments,is for the sole use of the intended recipient(s)and may contain confidential and privileged information. Any unauthorized review,use,disclosure,or distribution is prohibited. If you are not the intended recipient,please contact the sender by reply e-mail and destroy all copies of the original message. 1/18/2011 �g,SoN o JEFFERSON COUNTY k, , , , DEPARTMENT OF COMMUNITY DEVELOPMENT ti o P.4 621 Sheridan Street � O� Port Townsend, WA 98368 ZING December 17, 2010 Al Scalf, Director ARLUN A AMES 14717 58TH AVE S TUKWILA WA 981684530 RE: SITE ADDRESS: 2440 E MARROWSTONE RD CASE#: MLA10-00024 Dear ARLUN A AMES: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. THIS IS AN UPDATED INFORMATION REQUEST LETTER TO INCLUDE THE DEPARTMENT OF PUBLIC WORKS COMMENTS: The Public Works Department staff conducted a site visit and noted a curtain drain was installed on the west side of East Marrowstone Road on parcel 976-200-608 but the submitted site plan shows it as"proposed." This drain runs all the way into the county ditch. Therefore, any portion of the curtain drain within the right-of-way will need to be removed. Additionally, the backslope of the ditch will need to be restored and compacted with appropriate material. The ditch will also need to be re-graded, if necessary, to match the existing grade. Public Works will be available to inspect the work or answer any questions regarding the removal of the curtain drain within the right-of-way. If you have any questions regarding the issue of the curtain drain, please contact Terry Duff, PWD at 360-385-9159 or email at tduff@co.jefferson.wa.us Information requested on June 3, 2010: Your application for a SPAAD has been reviewed by the Environmental Health (EH) Department in relation to the soil logs test pits as prepared by Mike Deeney. The EH Department made the following comments: 1. The water levels measured during the wet season were not deep enough to make a determination for a feasible septic system on this site. The rainfall was determined to be approximately 60% of normal and in most cases we try to make some assumption if we can, to proceed with permitting. In this instance, there was only one hole with more than 18" to water table, and the rest less than 16". 2. A wet season evaluation letter was sent to the Ames's and Mike Deeney, the designer in April 2010. At this point EH would need to hear from the designer if applicant wants to have this case pending and wait for another wet season evaluation next year or to find another area to evaluate that can be approved without a wet season. Community Development makes the following comments: 1. The site plan submitted on February 16, 2010 needs to be revised to show a setback of 60 feet (per geotechnical report) from the top of the shoreline bank landward. Building Permits/ Inspections Development Review Division Long Range Planning (360) 379-4450 FAX: (360) 379-4451 2. The site plan identifies an existing well on the western portion of the parcel. Because the well has not been proved for potable water (which is required at time of building permit application and a SPAAD does not vest for potable water) and the parcel is within the PUD Quimper public water system, you will be required to connect to the public water system prior to submitting a building permit application. The well would only be able to be used for agriculture purposes. Should you have any questions regarding the above, please contact Susan Porto of the EH Department at 360-385-9404. Please submit the above information to the Department of Community Development by March 17, 2011. Pursuant to Jefferson County Code (JCC) 18.40.110(3) and (6), if the applicant refuses to submit the additional information or does not request additional time to submit the required information within the ninety(90) calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. Sincerely,, I I _ Depar ment of Community Deve t Staff c: File BARBARA BLOWERS S u srt h ?orfo , E I� Page 1 of 1 Michelle Farfan From: Susan Porto Sent: Friday, December 03, 2010 3:10 PM To: Michelle Farfan Cc: Creative Design Solutions, Inc.; Terry Duff Subject: re: Ames SPAAD mla10-24 I keep forgetting to talk to you about the above referenced case. Some time back someone (maybe it was Terry Duff at PW) informed us(EH)that a large curtain drain was being installed on the parcel and it appeared to surround the property. There were no applications for stormwater review. This is a site that went though a wet season evaluation and the result was that the water table on the site was very shallow, and the rainfall data made it an invalid assessment. Just so you know, I pulled the file and looked at the site plan. I noticed that Mike Deeney showed potential locations for curtain drains. I am hoping that Mike has been involved in the location of these installations, in preparation for a new application to review the water tables for this coming wet season. I have included him in this message for his response. Susaw Porto R.S. )e'f fersow coviktu PubLI-c t-i'eaLth Phowe 360. 3859404 Fax 360.37j.4487- ALwaus Worle%wg for a safer H-eaLthter)effersow Couwtl� CONFIDENTIALITY NOTICE: This e-mail message,including any attachments,is for the sole use of the intended recipient(s)and may contain confidential and privileged information. Any unauthorized review,use,disclosure,or distribution is prohibited. If you are not the intended recipient,please contact the sender by reply e-mail and destroy all copies of the original message. 12/3/2010 f Page 1 of 1 Michelle Farfan From: Terry Duff Sent: Thursday, October 28, 2010 10:15 AM To: Michelle Farfan Subject: SPAAD ZON 10-00008 Arlun Ames-2440 East Marrowstone Rd Michelle, The curtain drain that was installed on the west side of the road on parcel 976200608 is shown on the site plan as'proposed'. This drain runs all the way into the county ditch. Therefore, any portion of the curtain drain within the right-of-way will need to be removed. Additionally,the backslope of the ditch will need to be restored and compacted with appropriate material. The ditch will also need to be regarded, if necessary,to match the existing grade. Public Works will be available to inspect the work or answer any questions regarding removal of this structure within the right of way. Thank you for your help in resolving this. 77 Daii Eng.Tech Ill Jefferson County Public Works 623 Sheridan St. Port Townsend,Wa 98368 360-385-9159 10/31/2010 oN c JEFFERSON COUNTY (4 \ DEPARTMENT OF COMMUNITY DEVELOPMENT 0-4 p4 621 Sheridan Street �q O� Port Townsend, WA 98368 � Al Scalf, Director June 3,2010 ARLUN A AMES 14717 58TH AVE S TUKWILA WA 981684530 RE: SITE ADDRESS:2440 E MARROWSTONE RD CASE#: MLA10-00024 Dear ARLUN A AMES: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. Your application for a SPAAD has been reviewed by the Environmental Health (EH)Department in relation to the soil logs test pits as prepared by Mike Deeney. The EH Department made the following comments: 1. The water levels measured during the wet season were not deep enough to make a determination for a feasible septic system on this site. The rainfall was determined to be approximately 60% of normal and in most cases we try to make some assumption if we can, to proceed with permitting. In this instance, there was only one hole with more than 18" to water table, and the rest less than 16". 2. A wet season evaluation letter was sent to the Ames's and Mike Deeney, the designer in April 2010. At this point EH would need to hear from the designer if applicant wants to have this case pending and wait for another wet season evaluation next year or to find another area to evaluate that can be approved without a wet season. Community Development makes the following comments: 1. The site plan submitted on February 16, 2010 needs to be revised to show a setback of 60 feet (per geotechnical report)from the top of the shoreline bank landward. 2. The site plan identifies an exisitng well on the western portion of the parcel. Because the well has not been proved for potable water (which is required at time of building permit application and a SPAAD does not vest for potable water) and the parcel is within the PUD Quimper public water system, you will be required to connect to the public water system prior to submitting a building permit application. The well would only be able to be used for agriculture purposes. Should you have any questions regarding the above, please contact Susan Porto of the EH Department at 360-385-9404. Please submit the above information to the Department of Community Development by September 1,2010. Pursuant to Jefferson County Code(JCC) 18.40.110(3)and (6), if the applicant refuses to submit the additional information or does not request additional time to submit the required information within the ninety(90)calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Building Permits/ Inspections Development Review Division Long Range Planning (360) 379-4450 FAX: (360) 379-4451 Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. Sincerely, AeJ w`�,Q� " Department of Communit pi4v, lopment Staff c: File BARBARA BLOWERS r1;1(R, 1J e-eneV SdsanW-40 , V! 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' 2 raT�o °ZD C°n JJ 0•O CO Z ' O ` ?°�2 � c o Z r i CA I APN: `'7 l(070C)C00 o NAME: )cm5 MLA# 1 C "Z4 Add.APN Add.APN not ante SPAAD Category Intake Req's ❑ ❑ County Zoning ❑ GI Cases/Conditions by Parcel# ❑ td" Water Service Area ❑ 0" :Printed from EH map set Plat Maps ❑ Elf Laserfiche Documents ❑ ❑ Road System *** *** Leave on for all or most maps Assessor Maps-H ❑ ©' High-light parcel on Map Lots ❑ Parcel Tags-H ❑ ❑ _ Permits-H ❑ 2000 Shoreline Photos ❑ ❑ Left/Mid/Right Shoreline Arcs ❑ El Shoreline Polygons l ❑ DNR FP Stream Class Cl El DNR Stream ❑ ❑ DNR Water Bodies El El LFA-Fish ❑ ❑ Soils-H ❑ ❑ No parcel label Marbled Murrulets ❑ ❑ Heritage Points ❑ El Type: Spotted Owls ❑ ❑ Bald Eagle Nests&Buffers ❑ ❑ No parcel label Priority Habitats and Species 8106 El El Type Wetlands ❑ 7 Rare Plants-Ecosystems El ❑ Type: Seismic Hazard D Landslide Hazard El ❑ alb FEMA FIRMS ❑ ❑ Map Panel# Erosion Hazard ❑ ❑ Critical Aquifer Recharge areas ❑ 0 Wells-Chloride ❑ ❑ No parcel label Mineral Lands ❑ ❑ No parcel label SIPZ ❑ t� Shoreline Slope Stability ❑ 0 Chanel Migration ❑ El Airport Overlays ❑ 0 No Shooting Zone B ❑ . County Zoning -UGA fl ❑ LIDAR Hillshade ❑ ❑ No parcel label-Printed with Countours USGS Topos ❑ 0' No parcel label 2005 Aerial Photos El ❑ No parcel label Assessor's Info ❑ MLA Number Form El ❑ Pre Application File ❑ 0 Reviewer Letter Sent ❑ ❑ Eagle ❑ Wetland ❑ Eagle Plan Required ❑ ❑ 1 page❑ Habitat Man Plan 0 ESA Map Checklist 10-13-2008 Map Output Page 1 of 2 ArcIMS HTML Viewer Map 1 � ................ > U{EiLY1{•'�61'1 II 011=101111111111111====ms 972ft. http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 2/16/2010 Map Output Page 2 of 2 Legend 0 Selected Features JC Roads Paroals-}4 BOtinclanes County Zoning ...4PR Sr Tram R.ra,Retto:15-ma •7,13-d Rtmdcrta HO Rer.xle,-ta 123 * Mq3i yv 73 1.43ttr 'APR rCcrn leA 371 Recroatal Al axn Smsze R,.rs%west Ccrurner,a4 ra-eg trrati^g rceest rtearr 111.114-4 AtI,P41 age Ce-rxr III .42 123 k.rd age Caws' Resarce&zed hid tickmxa A.Pq 3:texrastcri Wame A.1Trit ,A4.1 1111 C-asxraacia GC Cruswomis CC Cx,,,,,cocia,NC 1.2) JGA J'n.31 Cam Ilex 3 'JGAdrr. g.r.hth.mr JGA%■IDR JGA,I:g JGA. ..1e0A -10A V,xr 0 e'rxxi C37111d,C3 cc Calve-le-re 1,^Iq SRN a 'rxri cc 8[4,11R-0071111C-Ca qa-.4 RescxrceOrxr 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 16 06:49:50 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 2/16/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 9/6200"c • ... ... .. ..9162012•2 916200600 Legend 97624Y35'Y4 Se$acted Features JC Roads Parcels-H 91SIV?608 o n Boundaries Qujryper Water Serve fleas 16200608 C r'er. 7 rrc 91620:Y45O/ g 1F1•2•Dei_�r `?152r}:iq?3 162W606 1E r,..a:ckd'sr_ea:u1CcEt Cu17s GY,(3 9,62tG 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 16 06:50:05 2010 http://gi sserver/servlet/com.e sri.e srimap.Esrimap?S erviceName=ovmap&ClientV ersion=4.... 2/16/2010 Mon Output Page 1 of 1 ArcIMS HTML Viewer Map � e��^ | ��,o � ~�~ | / ve�ea -----t 9v62»e09 __- 9°2C0u04 Legend _�°�� / n2ome4 o"m=wupeaxuro, JC Roads Parcels-Ft -- — —� 91620%08 I I aoumdarteu Shoreline 200 Foot Buffer P 9 v52,o608 916200502 oxasxm/ | ~ *162fxx03 onamnsb / ) e62M606 ,° ~ 1,.u�~c era.u~"�ur n "Tail= FOR INFORMATIONAL PURPOSES ONLY- JoffenoonCuuntydooanotattosthuthnaoounuoyofthedataoontainodhoroinandmokonnowanontywhhmxpect1oito correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Feb 16 06:50:33 2010 hnn: .car . ' — 2/16/2010 Map Output Page 1 of 1 . ArcIMS HTML Viewer Map (.\ ,, ��s� onumno --- 9v6200104 , 111111110,1 —\ W6z��` ' : f----- vhzzmsv / �� / 97620.1609 — ---- lif ■162C0504 I / / ��/ Legend ovmsve �-� momuooroamm" 1 Ili �� [-1 pase�* sr \ -- Contours vnumvam � ,/ m��o"°� ) 1'' ~ v^�oamn �/ ��u'WS � u�"�me ~��'--- El \ `\ . / / / / | � onumumr � ; . � 4, 1) I swm�mn / ! / / . . II\` -__--___ ` II *»�«»�3 �a�oea\ / / /| | ' m«�ma� /�",~v��'�,��,,c"" �~"�vr»x�s^� e ^a | 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 16 06:50:49 2010 1 1 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 2/16/2010 'Map Output Page 1 of 1 ArcIMS HTML Viewer Map 9/620dteul • ' '91 t2c.X:21.," 9/62(X601 •/ 91620C.Vc•O'' +•:-.•.z0.9..1.•••1 Legend Selected Features J C Roads 9/6200608 Parcels-H r; E 1 Parcel Tags-H 9/6200608 I I No Soxa qmial R•tvert 9 ACV.502 Boundaries r7 ,L.%-tAr 916.4,2060! Wavr 976200607 7 On Cu.rr.c.s• • ••,-cnrck..+J rt r Gk-, 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 i correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Feb 16 07:04:15 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 2/16/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 9762e-r:; • f � i Vic: ,: .+6200609; •= :;. , ,976=1604a .l Legend aSelected Features JC Roads 97620060$: } Parce#s-H sc.' El Pemuis-H 976200608 Boundaries 4R n ,..e.trIal Carty 976200502' '•vim # 0 C1xr Cori:es. 9762006071 , i 976200607 I g .-. � 976200608 976200606 _. - ..�. /51; %X t.cro:0.y.1 4,.c.,w 1 Cum Cc ra x 4e,SS •14 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 16 07:04:29 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 2/16/2010 Washington Coastal Atlas Photo Display Page 1 of 1 -0 13 Coastal Atlas 6/23/2006 11:24 Alm _ . .. Tv ay toR ,. Z A * .. ' as {o ,. ,, Photo 060623_00628 Date: 6/23/2006 Area: Marrowstone Island - Reference: Admiralty Inlet Panel Download links for this photo: Low Resolution(800 x 531 pixels,62Kb) High Resolution(4288 x 2848 pixels, 3157Kb) Approx.9 seeds fcr 561dbos rrade�r;1 seconds fcr C�le/DSL App-ox. 7.5 rrinutes fcr 5Eldips rrbden�66 secorxls fa C�IP/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_00628&vinta... 2/16/2010 Washington Coastal Atlas Photo Display Page 1 of 1 astl Atlas � . , , 6 >:� /23/200611:24 AM - , ....„,,,,.. , ,. :34.0,4 . . I �' ._ =�: �_ .. gyp " ,� re f• , • ol es X * ti m Photo 060623_00629 Date: 6/23/2006 Area: Marrowstone Island Reference: Admiralty Inlet Panel Download links for this photo: Low Resolution(800 x 531 pixels, 73Kb) High Resolution(4288 x 2848 pixels,3351 Kb) Aoprox. 10 seconds far 56kbps modem 2 seconds for Cab/elDSL /�garox.8 mutes for 56kbps modem 70 seconds for C�Ie�DSL View photos of this area in other years: 1940s 1976-77 1992-97 2000-02 I https://fortress.wa.gov/ecy/coastalatlasphoto/PhotoDisplay.aspx?vintage=2006&id=06062... 2/16/2010 'Map Output Page 1 of 1 ArcIMS HTML Viewer Map 976200102 Ur,z_01,:- 9762C:0"2 1 915200104 .� 97620020' 97620060' i I 976200601 Ilki d5 i 9762005+'ti I 9162C050,1 I r Legend Selected Features .... . 9/62C05C/3 } { ` JC Roads /i Parcels-14 t c fl I � Shorehnes,4res c.a c r=�::ti h Eo Cn'ssc:axy.'S.ku^a:n L Ca-rc-rain...Na:ra ' .* 976200600 y 1,2{;y;.e #.aid �i ? la ra IN CarsesraKy I I I 9152LY.75d11 ),a„'' Sistra.S ttrwl i I Cyr Boundaries If .xe'cs-.ai Carry tl.tl2'Y'+v'r 1,20.' _6 ^ .V.Yxr I I O.IL Carr1G .,+,-_,20,::+,....... 211..!}: h-_ ii Vas-aa:dad r_c`rrea 1 Carr Cc r.a Se cc^:;243 n ,,.,-,.,•/4 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 16 07:04:46 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?S erviceName=ovmap&ClientV ersion=4.... 2/16/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma• 916200203 -�-- -- 16200.0t 9162_tr.•0 916240,05 976200202 ..... 4762001<. 976200x06 1 F 936290102 976200201 9)6299172 W62Wt09 Unknown 7 9"2929 . f ._._ 976200601 _;i 9762110601 ,`� 1 Legend 9762906(x1 s ` "- ".""'°"" —T Selecvad Features 976209504 ; a ,1C Roads s (. .._( Parcels-H h- 976200606 3 s III N Dt1R water Bodies L 916200606 El r ■ ❑ 9aQ 9?620007 Boundaries 97(120:597 ❑ .m..trun Carte _ __. _..._.._ ❑ 976200609 976202606 976200506 976200706 9/62001W 976200706 9/62031,:, 9/6207705 i.. 976200704 916200704 976209703 Mast,Ira,0e,J9,. wi Carry Celts.-Sere cal.GS 91621'4145 970210702 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 16 07:05:30 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?S erviceName=ovmap&ClientV ersion=4.... 2/16/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 2__�__ _.o _17x3 9752■:'^1 9/6200110 ., 47621:0'05 i 975200202 976200119 976100105 •�• 976200/02 ' _ 916,2x20± 496200111 97620010a 7 t 476200601 Legend 975204-4 ._..._.. Selected Features 976200504 -o c JC Roads c° 976200609 r i, Parcels-1i B 3 ' -1 P - Solis-ft 9762Ct.'5c ( Co ( Boundaries 975200501 ,...r 47620OS08 -cam Cora.' w / 0W 97e200602 ,Castes g,..,.2C.)-DD 7 l 476200507 (((ji. 2_.. 476290503 976200605 476200705 1 47e1Ci75:Yi `h 9762{.X)705 976200701 9762G%?7W' .._._. �., 976200704 .'.' . I 476203704 1 t 176200705 \l., .tiad or'. s01 Corny Ccoa As,+cas G4S 476200703 47621xi c. C'_ 39311 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 16 07:05:50 2010 http://gisserver/servlet/com.e sri.e srimap.Esrimap?S erviceName=ovmap&ClientV ersion=4.... 2/16/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Map W6200203 w6.20:.'(ZS, 9/620010/ 9/6200105 '916200202 111111111111...1171 9/6202,C4:-. ,62rX)20" e 111.1.4S5P1 Unknown 9/620::2CY Legend Selected Features JO Roads Parcels-H Heritage Points - - Boundaries O Corr, Camas %la,3 ktoi r.■ 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 16 07:06:13 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 2/16/2010 ‘Map Output Page 1 of 1 ArcIMS HTML Viewer Map 976200203_ f,_. 97621O O13 _, r ` 9762001141 , 2 J 976200202 I ■ 976200111 ,-,--06 'i f ... i ITIN 111107-1; I 976200102= 976100141 9162rvi 2 i , Unknown - .:..:. .t. J}.1`� ;-....:.-,;2,::.:6421+.� '.. I 1111 =+_ ia7 r Legend 9762V76_ 7 9762006Ck1 Selected Features cr JC Roads II Parcets-H I .. Bald Eagle Nests "-'- -' L ----,„ j Baki Eagle Buffers 1327,3.e.— j f 4.3Y 13i+as 7-- S z: d37 u'ta''KZCe:.tc S,lkC' I r Boundaries 9.152,..M.,03 97620G3 5 r UIeL'..,1f, l I I ...e.scncrrt{ -- f 97820Orus I':976200706 ''i O cax-co. .— it H. ,„,,„:-:„.:- .:1:,.! 91E2C'C'/C6 4..:::: 976200701 97620070S'' i Is rI .fi r 2;_r,.1 i I \1d .'rv.:dad:n'_c`cs-.:nCcus Cc-Era rc..cxn GS Y r' C rn2 �3.h2._ 2 0====34311 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 16 07:06:30 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 2/16/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Map W61100203 9/620109._ t,; 91620TO! 976200110 i I 916200'05 9/6200202 976200111 O6 9fo2C -: T —7 ---- w 91620020" 916210112 r t...' 9762U(I`-O 1 Unknown 91620021.?" i 9/62006/9 Legend 976200604 0 Selected Features s R 9762x'6,1)9 1i ,1C Roads 3 o Parcels-H 9.1620:606 i q Priority Habitats and 9162:x_60' . ; sir 2,x∎ece Species 976200502 Lu' Boundaries 976200607 9162 0601 I J :a!'cscn Covey 976200503 1 976200606 I 7 ? O *'or..Cams, 1 I 1 976200606 976200706 976200706 I I 916200106 i 97620070 976200706 a 916200704 ! -- --{; I Ff11 976200703 max sa:thi7,,_&1..:o'i Corr Ce;r.-a:ic:..:cc,GO O 6220 ,,02 0 1 34311 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 16 07:06:58 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 2/16/2010 1 Moo Output Page 1 of 1 . ArcIMSHTML Viewer Ma" I 9162CO203— i onametra_ /1' I 9/6200:(10,_ � 976200110 ( 976200105 976203202 .741. 976200111 1 976200106 __— — — ~~ ll i 976200102 97620020. 976200112 1 ^. ' - " , 976200601 I Legend | a �x�wp�m="976200509 ., 7 �� ~'^~~~~ m Wetlands y 976200501 * 976200608 | � B�n�n� °°°..c�� °=, 1 o�� 9162°36°6 )1 it 976200606 976200706 9/6200/06 1 i___.____d 976,20070. ' 976200706 w 97620370,1 — i ) *numwnm \ ��,°^�.:A. m,twr.u°=ue"`*"°ersam wmms�-' -- / FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attes to the accuracy of the data contained herein and makes no warranty with respec to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Feb 16 07:07:11 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 2/16/2010 .Map Output Page 1 of 1 ArcIMS HTML Viewer Map 976200203— _.L.. 7.4762.)::'09 St. C...:,',.:5 976200202 ill • ' 411•• 4 H' 976200. '02 9/62.2.2201 076200112 )111 91620020' -t.- '0762C.20:-EY Legend Q. c Selected Features /E2-1X.,6 . r..- ..le Roads .. . Parcets-H I Seismic Hazard '..r., Boundaries 7 ..,..ogy. 9/E,-'::-':i 1 g762,_..„.„ ,,..'2::,:Y.:•1:,:: I Oho.Cox*as 076200706 L_91'-'21.. \ ----4 i 1! .... _ .......,.. I I 9. ..-..•..,I , = , 9/62C4D/C.2 '..1.1:k.:.,,:h.:10:1:r._e're-..,:o 1,2.:11-r.,:trerd Serates GIS — C■ 343fl 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 16 07:07:29 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 2/1 6/20 1 0 Man Output Page 1 of 1 . ArcIMS HTML Viewer Map =°===_ e*us'vu ,ezzy v76'00` ` ifill 111,1 11111-111111116....1 141r ;i'pl-11:4.1 *, : e620020 *76200'n unknown �� e^�v�v' vmzsav LnAend ===== -a: sa�uoupma*ma JO Roads �nvw� pam��o *^ La n dude Hazard y*xmm* � ~ moam�� / '� '^= | / mam�v, / �' � | vmuvam7 � ' � / w°dera& o.gs Boundaries s��vv�a v/�oea� m�ue,a =�~=na.r= | i Witt' v�asvz �1 ��u^"� ymumm. 96=0= - 916.2,:y_,,,1 / | -- ', t A ona�m� 9762(XV03.014,t 11 1 x=°saw^��^*,,,,,.u""=c", Ek,"=oo ` '-- 0'6202,,02 0, . SI m' 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 16 07:07:56 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 2/16/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma• 919200203__. `r?52?;i; N 9/9200'0/ 916200202 916200102 r ... 9/920020/ . 9162003t1 WIN g 976200/04 Unknown 91620020 -9160!90. { a/62 •b0 9/6200609 Legend 916200',01 a Sekactad Features r.2rr:::x: .,-' JC Roads Part' 6-H 91624:050' t 919200608 MA FIRMS ICI AN 916200801 9192C090+ • X90.1 1111 Onw Boundaries n . u.,Ca ❑ Wo 9162007018 W. .2.�•rrt ❑ Orstr Carus 9l02!^??Cif, 91620010' 1621-)0105 919200/04 \iur�ra dcai s:,c `5471 CCU r.,ar., .oat,GO a/ 2tP7rs2 r', -„-....., .................._. 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 map is limited by the method and accuracy of its collection.Tue Feb 16 07:08:10 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 2/16/2010 •Map Output Page 1 of 1 ArcIMS HTML Viewer Ma• 976200203 976200'Y 4 9/624Y 0/ 0762001'o 9742 ' 976200202, ortnal 976200106 fit, •� • 976200102: e� 1a 976200112. - '1 976200104: 976200201 w44 n.; 971; Legend 3°� - Selected Features 976200504 JC Roads 9 Parcels-H 976200696 Critical Aquifer Recharge _.:.. .Areas Mrria 9 976200502? sJSC*uNK 976200607 sow 976203607 5 1PA 076200503 97620000 . , EARDA uNK Boundaries 976200706. 976200706: n Cosecs 976200701; 976200705 976200704; 976200704' 976200 '. �1*,svF�+bdaYJe nCuriMCeWiSc.. GIS 976200 r 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 16 07:08:35 2010 http://gi s server/servlet/com.e sri.e srimap.Esrimap?S erviceName=ovmap&ClientV ersion=4.... 2/16/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 9i6200203 9/62V0109 9,620010/ V6200.'0 VEZIVS'0!:. 876200202 V6200, A WE/W.02 976200201 4/6200,,Z 9762®'C4 unknown 9/6200201 ._71.;/ 976200601 Legend 976200609 tm, Selected Features ‘..A JC Roads CC r I 976200.604 Parcets-H We6s-Chbode 9/6200598 • NO.2.Ins 97620060, *- a/620MA * 6e6.66110Pati260 * 976200602 Boundaries 076299607 Cart, 9/52(Y.Yeki Wazx Oftr Ccultes ,t-Z)0502. * 976209606 • 9/6200/06 9/6200/06 9/6200705 +620D/0'. 4Y6200/01 W6200704 9/6200791 a,620,0.3 kl xcr,clod Carer CaT,1 Fie-eca.GG 91=200703 476200102 0 2.1 211 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 16 07:08:49 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 2/16/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma• 5d62,c,0•`Gj 9162CU<vs WNW OWE 9 lb'Sto GSM Unknown: 9/620050s 9762001 Legend 9Tii2tN.7€1J9'.. 9 Selected Features 620C:609 JC Roads Parcels-H 9?620::+D08 SIPZ 9r620050? 9/6200608 OSSEO 9762(7C 'JJ 1111 '1gRs SPZ 3I 9)620060/ I I CassooSPZ 1 ` Boundaries 9762C0 $ 9762USC6 _chr aiCucry 9..76X%06 f7 Otos Curves 4762 7(?fi 916.e^Cafl7E74 I I W62 tfOS �?7fi2CS�7C7? 9r62S7E7".".+(15.:. 9/62Q07r•}q 9762 0704 976200/03' Nsrs:ru.-.dad r _eastn Garr'C.-r.-.x:ate>:crs GkS 976200702:" .. 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 16 07:09:06 2010 http://gisserver/servlet/com.esri.e srimap.Esrimap?S erviceName=ovmap&ClientV ersi on=4.... 2/16/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 9!t:CiOYiC,2 9,62O:YQ., 9,;a2O:Y2C,2 915200'02 /4"." 9f62CO2C, 9/62CO-2 9.,eQ,ZCA Unknown 9 Legend S05202,6:9 Sekicled Features 9!■52COL.O•1 CC JC Rods Paioels-H ..,52sce Shoreline Slope Stabtity Iasac 9/E2CO! IISUr^11014S2 Sq62C.DE-Y...! 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Data contained in this map is limited by the method and accuracy of its collection.Tue Feb 16 07:09:31 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 2/16/2010 .Map Output Page 1 of 1 • ArcIMS HTML Viewer Map • v1 Unknohn Legend Selected Features JC Roads .m.w , 1 -_ Paroefs•H 3 Boundaries ale-Centers 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 16 07.09.58 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 2/16/2010 'Map Output Page 1 of 1 ArcIMS HTML Viewer Map ..�r f 9r62_0h 9r62r}•09 9 620.'C? , 1-7-2-2- . ' i— 111111111111k i I f . 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A.3 r" * ,-91'''''"' a,, g t ti�� - ` 'fi e •c . T•'.-,..._,—,, - *,-,0. c4±4::... . . _." �� , � r . Ad i`a 'Its ' Wrx,'02'II U nknown ,aE t" a "' '3; g: Legend Selected Features . . -a. »_,, .ly Roads Part et-H r _ •`. 2005 Asnet Photos _._�__=_•3 �., Boundaries .* o ..,1. El -, g ,n lk 4 ,, , L p fi enx,r,,! a tt+:- 1,116 ..•r_ +i1 11v raW,-.o ,rr_ ra x —C'' :AM 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 16 07:10:50 2010 I http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 2/16/2010 h s '+� 3� '`' �' i s o-'# ,r t•'�` r ,� ` „7 L f `�� ifrf 4.a , � . ' ' �e r r g s r. a i ;�p +' i s O�,s#r�1G ; + I +'.� 1 �.�:, r.+, ;s r• , s ;_^ {".,mot, �.., r� .., - s: tf` r7 'h s r 0v 3, 1 `�" ,, - e E c *_, 43 t, ,�; �.?r ,, t t $s ,� �a �. c. a � f ,:.s' fl' °4 7Anx*`r^`; � a�3 � d �a,v,. , st_.. 301 East 6th Street,Suite 1 & ASSOCIATES Port Angeles,Washington 98362 INCORPORATED (360)417-0501 Fax(360)417-0514 E-mail:zenovic @olympus.net December 17, 2009 Mr. Arlun Ames 14717 58th Avenue South Tukwila, WA 98168-4530 Re: Property on East Marrowstone Road, Jefferson County, WA Par. No. 976-200-608 Dear Mr. Ames: Zenovic &Associates, Inc. presents herein the results of our geotechnical review of the referenced property, located on the east side of Marrowstone Island along Admiralty Inlet, in Jefferson County, Washington. Access to the site is directly from East Marrowstone Road; the site can be reached by following Highway 116 east from Port Hadlock, across Indian Island to Marrowstone Island and then north to Meade Road, east to East Marrowstone Road, and north to the property. We understand that your intent is to construct a single-family residence on the subject property. A portion of the site is mapped as an Unstable-Recent Slides slope on the Jefferson County Shoreline Map and the Washington Coastal Zone Atlas. Slopes designated as Unstable-Recent Slides are based on evaluations completed in the 1970s Subsequent sliding has not been documented by the State and is subject to our review and conclusions. PURPOSE AND SCOPE OF SERVICES The purpose of the geotechnical review is to provide information regarding the soil and slope stability in order to develop the site in a manner that will not induce soil erosion or endanger on-site or adjacent off-site properties, consistent with the requirements of the Jefferson County Unified Development Code (JCC Chapter 18.22). The scope of the review included a field inspection of the site and determination of site and adjacent property slopes using a hand-held clinometer. No topographic mapping services have been provided by this office. Research of available data included a review of aerial photos as provided on the Jefferson County website (1994, 2000, 2006), the Soil Survey of Jefferson County Area, Washington (USDA/SCS, August, 1975), the Washington State Coastal Zone Atlas, and Jefferson County Unified Development Code, and the George Nordby Short Plat and filed in Volume 1 of Short Plats, Page 155, Records of Jefferson County. In addition, several boundary surveys of properties located along the bluff to the north and south of the site were reviewed to determine the approximate rate the bluff in this area recedes. Page 2 Mr. Arlun Ames - Property on East Marrowstone Road, Jefferson County, WA December 17, 2009 REGIONAL GEOLOGIC AND SOIL CONDTIONS According to the Soil Survey of Jefferson County Area, General Soil Map, the lands encompassing Indian and Marrowstone Islands are classified as being in the Whidbey- Dick soils association. Whibdy-Dick soils are characterized as being well-drained to excessively drained, undulating to hilly, gravelly and sandy soils, underlain by glacial till or loamy sand. The Whidbey soils are derived from weathered glacial till. These soils were deposited by the ice sheet during the Vashon stade glaciation. The Vashon Glacial Till consists of a poorly sorted mixture of rock fragments deposited directly by the Vashon-age ice sheet. Finer portions of the soil consist of clay, silt, and sand. These fine particles comprise a moderately to highly compact matrix in which the coarser components (gravel, cobbles, and boulders) are firmly imbedded. SITE OBSERVATIONS An engineer from Zenovic &Associates, Inc. conducted a site visit on December 16, 2009 to observe the site slopes, vegetation, surface and immediate subsurface hydrology, and evaluate in-situ soils for density. Existing Slopes The property is essentially level extending easterly from East Marrowstone Road towards a marine bluff that forms the east edge of the site. The site topography is such that minimal storm water runoff from the site runs over the face of the bluff. The toe of the bluff is situated on the shoreline of Admiralty Inlet. The upper portion of the bluff is a near vertical formation while the lower portion is less steep. The material creating the less steep slope at the base of the bluff is the colluvial material that has eroded from the bluff face due to wind erosion and the natural freeze-thaw cycle that loosens the bluff soils. Soil Conditions Visual observation of the site indicates that the site soils appear to be consistently Whidbey soil types as shown on the Soil Survey maps. Inspection of the bluff face indicates that the depth of the surficial gravelly sandy loam is as expected for the Whidbey soils, extending to a depth of approximately 40 inches. These more gravelly soils are less stable than the underlying compact glacial till, so some sloughing of the upper area of the bluff face is anticipated. LJ; Page 3 Mr. Arlun Ames- Property on East Marrowstone Road, Jefferson County, WA December 17, 2009 Vegetation Site vegetation consists primarily of pasture grass with an extensive area of wild roses near the top of the bluff. A small cluster of madrona, fir, and willow trees is located approximately 5 feet from the edge of the bluff near the south line of the property. A pair PP Y 9 of small ornamental pine trees and a lone Alaska cedar are located near East Marrowstone Road. Hydrology and Drainage The upland area of the site is basically flat and East Marrowstone Road effectively cuts off any runoff from the west. No drainageways were observed on the upland area of the property or on the face of the bank. International Building Code Site and Soil Categorization Seismic design parameters for this site include a seismic zone soil profile of Type D in accordance with Table 1615.1.1 of the International Building Code. The native surficial site soils can be classified as a sand, silty sand, clayey sand, silty gravel, and clayey gravel consistent with Class 4 materials as set forth in Table 1804.2 of the International Building Code. Increases for depth and width as set forth in the table footnotes are not recommended for structures within 75 feet of the top of the bank. CONCLUSIONS The bank is shown to be Unstable— Recent Slides in the Washington Coastal Zone Atlas. This determination is based on review of available aerial photography in the 1970's: review of available photographs and survey data indicates that continued sloughing of the bluff face has occurred. The bluff formation at this site is characterized as a "feeder" bluff. Historically, soils eroded from the bluff are deposited on the beach areas at the base of the bluff and transported from the beach by wave and tidal action. The mechanisms that create this situation -exposure to high tides, storm waves, and poor soil structure—impact the rate of recession of the top of the bluff. Review of the aerial photographs and the measurements comparing the existing conditions with historic data indicate that a rate of recession of the top of the bluff in this area is relatively low for the area of Marrowstone Island that fronts Admiralty Inlet, ranging from 1" to 2" per year average. This recession is not typically a yearly occurrence, but rather tends to happen less frequently but with a larger impact(see attached information). A loss of 1-2 feet of land at the top of the bluff is not uncommon, but generally occurs only during the years with the most extreme winter weather. Page 4 Mr. Arlun Ames - Property on East Marrowstone Road, Jefferson County, WA December 17, 2009 RECOMMENDATIONS General The bluff at this site is a feeder bluff that has had an average rate of recession of around 0.17 feet per year over the last 29 years. Assuming a usable life of 75 years for a house constructed to current standards and using a safety factor of 2, a minimum setback of 30 feet would be appropriate for the site. However, the Jefferson County Unified Development Code requires a setback equal to the height of the bluff, in this case 60 feet. This setback is consistent with adjoining properties and shall be used for this site. This setback area should remain free of any site improvements and maintenance should be limited to the trimming the brush as necessary. The proposed project shall be constructed in conformance with all requirements of Jefferson County, including, but not limited to, the International Building Code and applicable clearing, grading, drainage, and erosion control requirements. Excavation and Grading Excavation for the proposed foundation components of any structures on the site shall be carried to firm, substantial, unyielding subsoil, at a depth of not less than 12 inches feet below the existing surf ace grade. Excavation work shall occur not earlier than March 1, and shall be complete to the permanent condition before October 31. Drainage and Erosion Control Drainage facilities shall be provided to direct the runoff from all new impervious surfaces into a new infiltration system that is located a minimum of 75 feet from the top of the bank. No runoff from impervious surfaces shall be permitted to flow over the edge of the bluff. Slope Maintenance Proper maintenance of the existing marine bluff is critical to the continued safety of the site and for minimizing damage to the bluff. No organic material, including grass clippings and tree or brush trimmings should be thrown over the top of the bluff. These materials may help hold water on the slope, thereby reducing slope stability. On-site Sewage Disposal System Drainfield If an on-site sewage disposal system is required for this site, the on-site sewage disposal drainfield shall be located as far as practical from the shoreline, but shall be not less than 75 feet from the top of the bluff. Page 5 Mr. Arlun Ames- Property on East Marrowstone Road, Jefferson County, WA December 17, 2009 The drainfield shall be installed in accordance with the requirements of the permit for the system, as approved by the Jefferson County Environmental Health Department. Septic tanks, pump chambers, and collection and transport piping shall be placed not less than 60 feet from the top of the bluff. All systems components shall be water-tight; piping within recommended setback area shall be tested for leaks prior to cover. USE OF THIS REPORT This report has been prepared at the request of Mr. Arlun Ames for the purpose of determining the relative stability of a steep bank on the subject property. This report is specific to this site and the information contained herein is the property of the Mr. Ames and may not be used without his permission. The findings set forth in the report are based on a site inspection and review of available data. The conclusions and recommendations derived from these findings assume that the site conditions do not vary radically throughout the site. If future excavations and/or construction activities discover that site conditions are significantly different than those documented herein, Zenovic &Associates, Inc. must be contacted to verify or modify the conclusions, as appropriate. We appreciate the opportunity to provide this information to you. Please contact this office if you have any questions regarding the contents. Sincerely, Zeno is&Associates, Inc. S p en M. Zenovic, P.E. rin ipal Engineer Enclosures Fc: JN 09281 Cc: Waves Waterfront Properties/Barbara Blowers w/enc. a;a . Rate of shoreline erosion depends on where you stand When geologists speak of often met on classic feeder bluffs such cause the top of the bank to retreat coastal erosion rates they as Birch Point in Whatcom County, several feet,and may appear even usually mean long-term Scatchett Head on south Whidbey worse,since they strip away mature average rates of shoreline retreat. Island,and Green Point south of Gig vegetation,the long term rate at the When property owners speak of Harbor.As one moves downdrift location may still be very slow.It may coastal erosion rates,they usually within a coastal drift sector,beaches be many decades before that portion mean the amount of bluff that slid generally become wider and erosion of the bank slides again. during the previous winter.Both of rates may diminish. Shoreline property owners often these rates are important, and it is Ralph Keuler,with the U.S. accelerate erosion rates by weakening critical to understand the distinction. Geological Survey,measured long- the bluff or causing the beach to Shoreline retreat is the rate at term shoreline erosion in much of diminish.Bluffs are weakened by which the toe of the bluff moves northern Puget Sound.The fastest clearing upland vegetation and landward and must be documented rates are over 1 foot/year at Point changing bluff hydrology by misdi- over a long enough period so as not to Partridge on the exposed west side of reefing storm runoff or placing be influenced by short-term varia- Whidbey Island,but this rate is sewage drain fields too close to the tions. Short-term erosion typically unusually high for Puget Sound.Even bluff. refers to slope failures such as land- on exposed feeder bluffs such as Beaches are diminished by slides,slumps,or simply the slough- Forbes Point near Oak Harbor,the armoring the shoreline updrift, ing of a layer of soil and vegetation. north end of Marrowstone Island,or effectively starving the beach of In the case of slope failures,it is Yellow Bluff on Guemes Island, needed sediment. useful to know the frequency and the retreat rates are in the 4-8 inches/year There is a tendency around Puget maximum extent of such an event. range. On less exposed shorelines,the Sound to exaggerate the rate of long- High rates of bluff retreat occur erosion rates are often much less than term shoreline erosion,yet ignore the when: 4 inches/year. potential for short-term bluff failure. Wave energy is high.Long Coastal erosion is highly episodic. When developing near marine bluffs fetches in the direction of predomi- Long periods during which erosion is we need to recognize that both slope nant winds,coupled with deep water negligible are interrupted by short, stability and chronic shoreline erosion close to shore,allow large waves to impressive slumps and landslides. affect the safety of the property,but develop and to reach the toe of the These slope failures are triggered by that if the geology of the site is known bluff.Energetic waves break apart saturated soils,tree blowdown,or the and the structure is adequately set rocks more easily and can rapidly combination of storm waves and high back,problems will be unlikely. remove eroded material from the base tides. Although these events may —Hugh Shipman of the bluff,exposing fresh material. Bluff materials are weak. Many This article is reprinted from the Coastal Erosion Bulletin,a periodic newsletter on Ecology's 1 factors affect the resistance of rock to three-year long study of the cumulative effects of shoreline hardening.To receive the Bulletin, << write DougCanning,Department of Ecology,PO Box47690,Olympia,WA 98544-7690 F . erosion,including rock type,f rac- i, tunes,,and groundwater saturation The ''' glacial sediments typical-,of Puget Sound bluffs`may erode several V Average erosion rate i . inches per year, whereas massive equals 2 feet/decade' \ bedrock:such-as that inthe San Juans = may erode only'a fraction of an inch ta 4° Normal condition: per year: t "no"erosion 00- . Beaches-are•rlarrow.Beaches 0 20 ��eandonde n =- erosion event provide excellear►tnatural protection, u dissipating waveenergy over a broad _. area anil limiting/he frequency with tr) which waves aetua11yreach the base 0 1800 1900 2000 2100 of the bluff. J .: • These three conditions are most Long term erosion rates are an average of many landslide or erosion events over a period of decades to centuries. Coastal Currents -2- April 1993 O -c CD Cn CD A b iQ Next 1 p o 'v 0 VI lit, `. N �, 1.r .(t i. O 1r t, A rya � . �r IJI VI G•+. a ° . _te ■ N Cr ■ Ir 7 t, A O u, N r e. .417 0 a' W V o gyp ' g 0 v Y' r D Oo CD p► 0 m u J t o3i '9 1 n 0 la a r d• B i , f =• o • • • It t , 0 i :I fill ki . �F z ! f 1 V' ix•N 1-v N crq N co N ..t O O O "*, Parcel Print Page 1 of 1 Parcel Number: 976200608 05/14/2007 Owner Mailing Address: ARLUN A AMES 14717 58TH AVE S TUKWILA WA 981684530 Site Address: Section: 33 School District: Chimacum (49) Qtr Section: NW1/4 Fire Dist: Chimacum (1) Township: 30N Tax Status: Taxable Range: 1E Tax Code: 211 Planning area: Marrowstone(3) Sub Division: GEORGE NORDBY SHORT Land Use Code: 9100 - VACANT LAND Property Description: GEORGE NORDBY SHORT I PLAT LOT 3 W.50AC I ® No Photo Available Ij I i II II http://www.co jefferson.wa.us/assessors/parcel/parcelprint.asp?PARCEL NO=97620060... 11/16/2009 U , i. AI '1116.1.11J. ' PFH,,,, *Pr*1,..1': .-cn o o CD 0 , cia 4 ' -,,iltf -. ;iiii:i. .,, .. ‘ ' al _ ; iiitA o , . 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PDT Pressure Distribution Drainfield-Deep Trench(Sand Lined) M Mound SF Intermittent Sand Filter SF-M Mound With Intermittent Sand Filter Pretreatment NS No System Possible WSE Wet Season Evaluation MOTTLING Examples VF Very Faint F Faint F-D Faint to Moderate D Distinct P • Prominent STRUCTURE Examples L Loose MC-C Moderately Compact to Compact SC Slightly Compact MC/CEM Moderately Compact&Cemented MC Moderately Compact S-Cem Slightly Cemented C Compact S-Mas Slightly Massive CEM Cemented MAS Massive BLKY Blocky TEXTURE APPLICATION (APPL)RATE S Sand R Unusable Restrictive Layer LS Loamy Sand SL Sandy Loam L Loam SiL Silt Loam Si Silt SiCL Silty Clay Loam SiC Silty Clay CL Clay Loam SCL Sandy Clay Loam SC Sandy Clay C Clay Textural Qualifiers Examples F Fine VG F-M S Very Gravelly Fine to Medium Sand M Medium F SL Fine Sandy Loam C Coarse G Gravelly VG Very Gravelly EG Extremely Gravelly Cob Cobbles FE£1 U 3 Version 11/14/07 C:\Data\Wpw\Soils\Masters\Soil Hole Logs.wpd . .}- VOL p5 156 I 11 ((ICI' ,11 (i�) i`1 1 o ((nl `i 'i 2 ((II) 1 t1,1-) 1) :Ili) "(' ') I, ( l ; '] C' � l / rt , I ( t ) , i � _ _ DECLARATION OF EASEMENT: NOTICE TO POTENTIAL PURCHASERS CONT. AN EASEMENT IS HEREBY RESERVED POE AND GRANTED TO THE S)Individual curtain drains may be necessary RESPECTIVE OWNERS OPDLOCN 6 Of THE TOtrNSnC OTNORDLAND e)Partial fill for drainfrelds shall be required. AS PER PLAT RECORDED SVVOLUME 2 Of PLATS PAGE I/O,AI/0 TN4R RESPEcTIVE SucceSloRS AND ASS/eNS FOR MTNwAY AND vrw/rr 'd Wells shall be located across the County road(to the west). PURPOSES,OVER,i/NDER,AND ACROSS ASTR/POFLAND rweNrr(io) allow water use fixtures are recommended. FUT/N WIDTH'ALONG TES SOUTH LING Of THE unISTERLY PaAVON or LOT I,AS PIA IMO AND SHOWN NaREON. *Individual water line installations across the County road shah require an underground plant location permit from the Jefferson County Riblic Works Department(please call 1.800-362-647D).Drilling or boring under the road surface is permitted to a minimum depth of thirty-six(a6)inches.No open cutting of the surface road is permitted. NOTICE To POTENTIAL PURCHASERS Id Individual accesses onto County Road No.2 shall be in accordance with permit numbers 0 Coiled /he Jelierbn Coun / lkoHh aporlmemI rte5t/ord/r q.. 80.8-26.6 throv9h 80.8.26.9,On!ile with the Jefferson County Public Works Department. system governing friveh end ouOhc wt//atx/1Pwayr casposa/ De�rt�tiO� system setback requirements. . Voss.a.[the plats, pap , •s D.r Dla ;ssord.d in 2) Approval of this subdivision does not constitute approval of each lot for Blow 2 of hlets, a aa rd• •[J.[[.rson eooRty: on-site sow age disposal stems. Approval of each site wilt be lying that portion i! 7t fait .i t■td.voce , ag Po sy ppr lying 4•ttrly of Yoffie". 4H' ritet of way; corithlional 017 bulking pie/pis,comb,sand soils of rridivOt/e//oat. Situated ie J.[[ersea CiU.W • WO... , s)A potable water source is not supplied to lots. RESTRICTION:All lots,though severed by County Road No.2,shell hereby 4 Maximumsized drainfield shall be required for tech lot(not closer than one be considered as single lots and are hereby restricted from rewbdtvis,on hundred(too)feet to the top of the bluff.) unless resubdivision is In conformance with the formal platting requirements of the Jefferson County Subdivision Ordinance, It 2 5ilrettunta below are+0 certify That ihia 5hori Sub divmion is in compliance with all applicable: r gublione within-}ht respective DEDICATION Deparlmenta, pertaining tO}he ieffereon County Subdivision Ordinance how M Raa .Attar pwmra OW we Me aara4..4 wawa N No Veer Awl* SUDOIV ISION APPROVALS •Witol Aewy hobo me }tai tard w. Tb "Yon Array a•aa•N/ . .MrrMm'1 Iar all Oslo ow/— dM ay**NwaMw/a ow M4r ✓ �,.mRNS). Os et Argo w ' ethos M aW/Win w io we y Ow mow He raMa•o h m, .:' .-/': .it Nbr.., roan Rev Mal seMa--- we Arty nrr/ a Ala hoof solmhola•. ' w Veneta fabowel rat aaaaaar a aware/ Ar(jai*d fkrsbar hAL .;N' c ...,i.-.:+': .- ;. 4f Planning Department ' ` .0, Geergt R.nbroby •BacteeljaingIT STArr of Nkhinptdn / ow caAvry aN KIND I PM a 10.army ant- N ncfaA--r AIL Maw ••A Aa. . A a `/�y;. al�rL/saj •. awr'7 Fhb a owl Ara•MO aI laa��<WS•� ht EawMMM 1 ��^� �8 L aa✓a.�g poem*ea•ar•l a...? R ALed1y a sir Moo a a. ant Isms as alit w olt1 MI6 haaaq/MwaLr a RI/ wra....a air ma ear elosol Val/ohm?Ato ear we Anti Asa owl RECORDING CERTIFICATE ,.._..,.._41 Ianan Vary ae. aaa/hot air ear era a../.4Eaaa Naas•ta•aalraaat Ir/ arEa�wd Na+f.�.n�IL►d7J G ham Ow kolt air IOW saw liar ay ant ow Aver Om mho 1[Near".+ Ain _r Jf�`a wit:� .wn�iw � arRar K Moo art.!E. % ..iJ 3 ••• �r7 A a • CERTIFICATE TREASURER S CERTIFICATE SURVEYOR'S FRANCES?.tatai•aa '.t b <2 )1.--A1-2?-ti,MOON"0JelIVN &ORA MOW" army II II r gar OS aw.w ∎•••e.+•wrap�iY•—••aaa m•••••••• AMC w Val ohm*Whip ow NM or a mg Ialba* aaa SW It RO rN N•••••••••••a/ 1. .tsw R•/t�Matto 1/4 .� �ppp�� as /__-A -.. _+ . ,V -1 I APPROVAL .MOs A. IAA T l.♦/mow (1U� • %/ J/.. 77.9 , //a •s'��___________ ___ i±� ,r w'�"•T, kat aIl.a�.►ma.wa�.N//ip ATTEST.• .1 -�/,fdBsCi N. �- air•or/m*Wio Or TM some oY b,J-R.C,, L. Shed 2 of 2 • . .. •/I 1 I: - .J.•. ■ - . Iii •• / ' 2 $c)rc .n co:) sea 0 O A D ,i o3 reb amo 'La u D a air BLOCK 6 TOWNSITE OF NORDLAND SECTION 33 T. 30N. R. I E. W. M. JEFFERSON COUNTY, WASH/NG TON Scale: 1 inch to 50 feet O Indicates I inch conduct N plastic cap 1.5 14415 Frond Cnrc Mon round Corm Mon 0 CORNERS nor JET = v` 588 01 30E 292 SG `I"Ead Flug ; O! 591 83 �� —_ m8B'OI 30E 2.I I 1 (Non to 5vt Irno CONDUIT 5211 '�•'1 I . 540t foduf4' 8 )Corou•l w a ( Mirth74feetof Block N I a 3/382•0001 30 E (NOT PART OP P(A7) I / 1 . 9' o / IO zx 4" 585. ,01'30E H , .� l 268 40' ` ilRI 1 318�01'!af 4S$.i5 I ^^1 F&I i 4 LOT ��1� � ,1 . � -;h'4�0� O I a I " wh 1..c� .0e•v 5.03 h.I! \' b ?.---%C` m2)/ N 88'01 12'w I U) FOUR ACRES A `. • 0 Y\ S y I u � q F 275 00 4.,..--(i�._ o o In o .,..`61.• TI t 0 I I > ...t 585.00 49.E -o s zszaz 2�I 7 L 0 T m r I } `T N 'a 388 004.7"E. 440 54" r '3- 3 oil $ — m N THREE so o�I N ACRES ... 0 , P Ij N88'oo51'W �1 , a 2 �, J � . 1I Q „1 260. 33 ! ‘` 75/ 141 Found Cont.Slob //��. I ;\ .� �_ \ `..• W/3)..Pik \ .. _� 538.0004E ° ■ S - +� /� tit' I N I ;* /`L"f.. 257.03 —• 1' I\ .1 388.00 041 425.37" 0. I 1 •m LOT ��I n • �p1 � - , Q I r TWO 2.39 • 1_ I ACRES !..t1 02� j I ° _rI I ) 11-1 0C� 11 _ y9 —1 , 0 A �I�— 244.75 /r \ s ,.J w i 6/ a''Z' 5 87'59 15 E OI Q1 •i Q ';; . ' tT O s�4 „. '` r �u 13T ZS —� 1 !I:�2I \ }R / 587 59/f E 413.9L I �r`�M yl/�opat!a�F LOT i 1 I n o o W O N E AcRE aw a v. l ,3 :.f I l OUND 5/8 RECAP °�u f ID 1 j t r1 , • R + N87.58*Z3*W 478.04• •0 +' ....) i _ l � g188'00.00.W 229.11- ':e / , �� 6 A Nn ns - �- COn4 fo-___{I Found°b ch' �__ sal �ouh' �# A e.«t' NB8'00 O0 W 230.45" I _. �.s.J� ,1" r' 4 e2 13 U •O14C w a 1 T (NON to MON) 'rF N87°58 23W 296 25' J I. N VI u :a,nd Corr Mon Purd.Corc.Sob Fnurtl Reber not (MON to t-101-1 1- 2.. ` I 011041 Pug Ft5d R"9 by abed,-(hnnbzen dolurbed)IMO wit I'Co(dult1514415 .• .• ,,-e road Page 1 of 1 ADDRESS INFORMATION FOR 2440 E MARROWSTONE RD ROAD NUMBER:C593909 ROAD NAME:E MARROWSTONE RD ADDRESS:2440 APT: REAL MILE POST:2.43 R APPLICANT:ARLUN AMES ADDRESS CREATION DATE:02/23/10 PARCEL:976200608 LEGAL:GEORGE NORDBY SHORT PLAT LOT 3 W.50AC GRID:F-5-D FIRE DIST:1 ZIP:98358 POSTAL DISTRICT:NORDLAND PLANNING AREA: VOTING DIST: CEMETERY DIST: HOSPITAL DIST: SCHOOL DIST: WATER DIST: SITE LONGITUDE:122.68507 SITE LATITUDE:48.05036 SITE COORDINATE TYPE:PARCEL CENTER-MANUAL ACCESS LONGITUDE:0 ACCESS LATITUDE:0 MODIFY DELETE ADDRESS NAME SEARCH REPORTS http://isserver/address/RoadAddressDetail.asp?ROAD NUMBER=C593909&ADDRESS=... 6/3/2010 June 3, 2010 ARLUN A AMES 14717 58TH AVE S TUKWILA WA 981684530 RE: SITE ADDRESS: 2440 E MARROWSTONE RD MLA#: MLA10-00024 Dear ARLUN A AMES: 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 124 HARRISON ST PORT TOWNSEND WA 98368 June 3, 2010 Dear Reviewer, RE: MLA10-00024 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 976 200 608, George Nordby Short Plat Lot 3, Section 33, Township 30N, Range 1E, WM, located at 2440 E Marrowstone Rd, Nordland 98358 Comments must be received within fourteen (14)calendar days or by June 17,2010. 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: , Jefferson County Department of Community Development 621 Sheridan St. Port Townsend WA 98368,(360)379-4450 APPLICATION FOR DETERMINATION OF ADEQUATE POTABLE WATER SUPPLY Resolution#99-90 requires bui •i g permit applicants to provide evidence of an adequate potable water supply. Name A L. '../k (/44 I • Phone S—_ e 6 0 Mailing Address Zip Code Parcel -�/ // ,� I ID# / 2'9 ( 6 Subdiv. 1111,..L ii• A r % Block Lot(s) Site Address Zip Code Type of Structure Check all that apply Note:Special conditions may apply within Seawater Intrusion Protection Zones.(SIPZ) Alternative system(provide justification and design per Jefferson County Environmental Health policy 97-01) Valid Water Right Permit(attach copy) �a-•o Approved Public Water(Submit the attached Water Availability Notification form completed by your water purveyor stating the system is capable of and will supply water.) Individual Well–attach copy of: 1) Well logs (If no well log report is on file, a 1 hr stabilization test may be substituted) 2) Lab analysis for water quality parameters tested within 3 years of application: -Total coliform -Nitrate-N -Chloride 3) Plot plan showing location of well with distances from proposed sewage system, buildings, driveways and surrounding properties. Two-party Well—items above AND recorded Operation&Maintenance agreement and recorded Easement. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this . PP p t s application packet may result in PP this permit null and void. P Y p t being 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 p ovide access and right of entry to Jefferson County and its employees,representatives or agents for the purpose of application review and any require. .ter inspections. Access and right of try;o the applicant's property or structure shall be requested and shall occur during regular business hours if Signature . I ►.i / A Date 6 //2 i FOR OFFICE USE ONLY 1) Water Right Permit# 2) Public Water Supply WS lD# _ '; t In Compliance Yes No 3) Individual Well Driller Name Date Drilled Depth Production Meets Water Quality Standards Yes No SIPZ Yes Circle: Coastal Moderate High No Based upon information provided by the applicant, it appears that the potable water supply: meets conditionally meets does not meet the conditions of RCW 19.27.097 and the Guide lines for Determining Water Availability for New Buildings. Application Reviewed by Date Date Fee Receipt# Check# Case#BLD Jefferson County Permit Center, 621 Sheridan St, Port Townsend WA J8368 WATER AVAILABILITY NOTIFICATION PUBLIC WATER SYSTEM TO: Jefferson County Environmental Health Department FROM: (Water System Name) System Operator State ID Number Total connections for which system is approved Number of service connections existing (in use) Number of service connections committed Date and results of most recent water bacteriological analysis The water system is capable of and will supply potable water to the following location: Assessors Parcel ID# • Legal Description Site Address Operator Signature Date EXPIRATION DATE OF THIS SERVICE COMMITMENT H:lhome1pIncntdInfohithlpubwater 8185 Jan, 20. 2010 3: 09PM PUD #1 of Jefferson County No, 2226 P. 1 Public Utility District #1 Of Jefferson County WATER AVAILABILITY NOTIFICATION Board of Commissioners Dana Roberts, District 1 PUBLIC WATER SYSTEM Kenneth A. McMillen, District 2 Wayne G. King, District 3 James G. Parker, Manager To: Jefferson County Environmental Health Department From: Quimper Water System System Operator(s): Eric Storey, Jerry Rubert State ID Number: 05783U Number of existing connections: 2160 (Estimated) Number of permitted connections: 3050 This water system is capable of; and will supply potable water to the following location: Assessor's Parcel ID# '7�2-'6o8 _ LegalDescription._ 616 0 6 N0(Ijgy SNv(L,� A41- Go-r- 3 ***Water Connection is available once all fees/charges have been paid*** Site Address: Signature: _ pu„,-wxzccr' Date: 0 l/Z&t/ UJ D Title: vN ^� THIS IS A NON-BINDING STATEMENT OF WATER AVAILABILITY, IT PROVIDES THAT AT THE TIMEOF REQUEST, WATER IS AVAILABLE WITHIN THIS SYSTEM. THIS NOTIFICATIOON IS GOOD FOR ONE YEAR 230 Chimacurn Road/P.O. Box 929,Port Hadlock,WA 98339 PH (360)385-5800 FX(360)365-5945 ADDRESS REQUEST JEFFERSON COUNTY PERMIT CENTER 621 Sheridan,Port Townsend,WA 98368 (360) 379-4450 APPLICANT: Please fill out item 1 through 8. Fee as per Jefferson County Fee Schedule '' "`�. New Address ❑ Correction ❑ Change ❑Review RIFF LEFT M.P. RIGHT DIFF 2. Applicant Name: 11 ,Jl 3. Mailing Address: aL Town/State/Zip 4. Telephone: Work qS 466 Home: 5. Location: Attach a Detailed Drawing or Map. Additional Fees May Be Required if More Than One Site Visit Is Necessary *******PLEASE FLAG YOUR DRIVEWAY.******* Date Flagged: .(cR.2/4D Flagging Color Nine Digit T Parcel Number -4 20 6�21 - - Plat Name puf ]J atfe Block Lot 6. Road Name: Is this a PRIVATE or C UNTY road? CIRCLE ONE Nearest Cross Road: 7. Neighbors' Address if Known: Name/Address: Name/Address: ► - ... JKei 8. 1 You Need To Construct a Driveway? 4110 or NO CIRCLE ONE FIELD NOTES 9. Was This,Subitted With A Building P it? YES 9r NO CIRCLE ONE - SHADED`AREAS OFFICE IJSE ONLY New Address: , Postal District: Real Milepost: , Road tt: Lett Right Fire District Building Permit# Plate>Sent / / (add Even Date Paid 1 2-0/ (OCheek# 5:59 Receipt# ; I 13.p7Sbate in Computer "/ / APPLICATION FOR ROAD APPROACH PERMIT Jefferson County Permit# �i "(2 Department of Community Development Receipt# _ , 621 Sheridan Street Check# Ii; Port Townsend,WA 98368 Date Paid k•?_p-In (360) 379-4450 APPLICANT PLEASE PRINT OR TYPE ALL INFORMATION -CHECK BOXES THAT APPLY ElResidential Approach El Logging Approach El Temporary EjCommerical Approach 0 Improvements Only Approach&Address 1 County Road Name: % _ Mile Post#: / ,11111F (office use only) n Ao� �;�� / � 1 I hereby designate i, , 1,-._ A J ' Applir't or Authorized Represen alive(Contractor) to act as my agent In matters relate• to this Contractor,Lic.# - application for •-rmit(s). i • ,,.1►1LL1it►l �u�L M.iii Address Owner Si.' ature Da - ) - 16a 6 2561) V City-State-Zip Code Parcel Number 3 g6 a _ Telephone No. Flagging Color&Date ACKNOWLEDGEMENTS By signing the application form,the applicant attests that the information provided herein Is true and correct to the best of their knowledge and agrees to al conditions on the permit. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. Any material falsehood or any omission of material fact made by the applicant/owner with respect to this application packet may result in this pemtit being null and void. I further agree to save,Indemnify and hold harmless Jefferson County against all liabilities,Judgment,cote 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 inspection. This light of entry shall expire when the County concludesthe application has complied with all applicable laws and regulations. Access and right of entry to applicant's property shall be requested and shall occur only during regular business hours. The action or actions Applicant wit undertake as a result 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 appicant 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 Appllca cknowledges that he,s r holds Individual and non-transferable responsiblity f adhedn o and complying with the ESA. The Appic ihas read Is disclaimer -�_ns and dates It below. M.k�Ai . - — a1 Z 1 6(APPLICANT 0a ORIZED R -ES ATIVE SIGNATURE) (DATE) L_. LL,;', Updated 2/12/2008 T 1 UN WLUTION'5 Helping with Permitting in 23 Washington Counties 124 Harrison Street 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 owners for the property whose tax parcel number is 976200608 Arlun A. Ames 0 Ln (0.44-.A1:. - 4 97 )7co oh, (4D 6-1/ = Z$ , . 'koiroti JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 0 LCit 53011 360/379-4450 • 360/379-4451 Fax 1-20—t a G www.co.jefferson.wa.us/commdevelopment 1 13fo1LI-' Master Permit Application MLA: (0 - 24 Project Description nc�pfi4ep7Q�te.,ets as necessary): Tax Parcel Number: i7`7 6 'Z O ° hr o f Property Size: , 41 (acres/square feet) Site Address and/or Directions to Property: Property Owner(s)of Record: 1 `t:S- Z 3 61‘ Telephone: Fax: email: Mailing Address: a /, iilt Applicant/Agent(if different from • ner): �l.L' i /f„� - s - Telehone: � i • I 6 a # Telephone: Fax: 3 7 9 - )b email: _I,,`�,.t /„ 1A, Mailing Address: As What kind of Permit?(Check each box that applies ❑Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) ❑Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d),or C]'""' ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat** ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat'"` ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration""" ❑ tormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** Ite Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development-- ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal,if known; IN j ■ DESIGNATION OF AGENT I hereby designate ,. ,1,,;.r■ iW.1'' ' to act as my agent in matters relating to this -•plicati• for permit(s). OWNER SIGNATURE �� / r . . ��. �� Li • Date: 0 ..I • V By signing this application form,'the owner/agent attests that the information provided herein,and in any attachments, true an. 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 re-•_.. 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 uire•'later inspections. s ccess and right of entry will be assumed unless the applicant informs the County in writing at the time of the ap• , tion t : h or she wants • • I•ti« Signature: ,' u ��. A. I��iI AA Date: d )_V The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact u n one or ore 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 Coun makes no assurances to the applicant that the actions that will be undertaken because this permit has been i =d will of violate the E j A/individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if •• - = in ..mpliance with '/r e;erson County development code.The Applicant acknowledges that e,she.r it holds individual and non-trans = -•:_ -�•o -ibility for adhe a1. co plying with the ESA. The Applicant has read this disclaime and sig s and dates it below. Signature: I i /k11 I L�AIL Al A A Date: o Z IN i � • r• G:\PeimitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 976200608 Printed: February 16, 2010 Cases Name Review Type Status Planner PRJ10-00020 M LA10-00024 AMES P Application Received: 1/21/2010 Permit Issued/Case closed: Case Finaled: SPAAD No findings, conditions, or permissions found. RAP10-00008 MLA10-00024 AMES I P Application Received: 1/20/2010 Permit Issued/Case closed: Case Finaled: RAP &911 No findings, conditions, or permissions found. ZON10-00008 MLA10-00024 AMES I P Application Received: 1/20/2010 Permit Issued/Case closed: Case Finaled: SPAAD No findings, conditions, or permissions found. OTH10-00005 AMES P Application Received: 1/6/2010 Permit Issued/Case closed: Case Finaled: WET SEAS EVAL No findings, conditions, or permissions found. 1 of 1 Tared Print Page 1 of 1 Parcel Number 976200608 05/14/2007 Owner Mailing Address: ARLUN AAMES 14717 58TH AVE S TUKWILA WA 981684530 Site Address: Section: 33 School District: Chimacum(49) Qtr Section: NW1/4 Fire Dist: Chimaaam(1) Township: 30N Tax Status: Taxable Range: 1E Tax Code: 211 Planning area: Marrowstone(3) Sub Division: GEORGE NORDBY SHORT Land Use Code: 9100 - VACANT LAND Property Description: GEORGE NORDBY SHORT I PLAT LOT 3 W.50AC x, No Photo Available http://www.co.jefferson.wa.us/assessors/parcel/parcelprint.asp?PARCEL NO=976200608... 2/16/2010 r Cr N I-I CI = O C3 LL CU JD Z LL O H O Cn H - Ln •- C) •• •- Ln �. O C) a) - co -) Z �_ o -o - co cc O O L J N -o x Cr 'O i-+ 0) C C_) O = F- \ LJJ O O Z n -I-1 'O H CO 0) CC V •• O t C L C.. N- Q .0 C) U C.) Q Z 0 >, C3 J 0. 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Ai . ---. ,.•. 1_, 1 Grp II- 6t,,c�.0 h 6 njukci_ 1 ivt, 1 , , _nimmillowv,,, ,,,,, le. ,A AREVIMMAKI , v., "7,26 ciAil,e,IAAAA ALE 1, s Iwo _ ,,,.:�'�ilL�'N !II . r,. ;,i . .111 ET ;:_! iii. M ' 1 ' !ice (11/011 J)4ARtfS Wirj— 00' 1!4. C ! ► e.y Ctj,i# ,,,, i-- i) 5.f'. aalcp(io � , ��(; � ' - I:\R_MLT_Case_CRMLA.rpt May 18,2009