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HomeMy WebLinkAboutZON2009-00072 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: DAVID T CHULJIAN TRSTE MARK& PAUL CHULJIAN 337 VISTA LINDA DR MILL VALLEY CA 94941-1288 DATE ISSUED: September 29, 2015 DATE EXPIRES: September 29, 2020 MLA NUMBER: MLA09-00190 PROJECT PLANNER: David Wayne Johnson PROJECT DESCRIPTION: SITE PLAN APPROVAL ADVANCED DETERMINATION - SPAAD PROJECT LOCATION: Parcel number 901 051 005, Section 5, Township 29N, Range 1W, WM, located at 560 Adelma Beach Rd, Port Townsend 98368 CONDITIONS: 1.) A Geotechnical Report was prepared by Stratum Group dated February 1, 2010 and submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 25-feet shall be measured perpendicularly from the top of the geologic hazard (top of bank) to the proposed Single Family Residence. 2.) A vegetative buffer of 25-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area (top of shoreline bank). All buffers shall be measured perpendicularly from the top or toe of the Landslide Hazard Area. 3.) VOLUNTARY MEASURES OF COASTAL&AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 4.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 5.) 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. 6.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 7.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 8.) All construction activities shall not encroach upon the landslide hazard buffer. This includes the storage or preparation of materials. 9.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 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.) 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). 13.) The approved site plan has not been reviewed for stormwater requirements. JCC 18.30.060 and JCC 18.30.070 require the applicant to prepare a stormwater plan in compliance with the Washington Department of Ecology Stormwater Management Manual for Western Washington (SWMMWW)to control stormwater, erosion, and sediments during construction; address permanent measures to stabilize soil exposed during construction; and in the design and operation of stormwater and drainage control systems. At the time of building application, a stormwater plan in compliance with the SWMMWW shall be submitted. If the proposal cannot meet the prescriptive requirements of the SWMMWW, an engineered stormwater plan shall be required. 14.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 15.) 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. 16.) Maximum building height is 35 feet. 17.) Minimum building setback from Adelma Beach Road right-of-way shall be 20 feet. Minimum side yard sebacks shall be 5 feet. Minimum setback from shoreline top of bank shall be 30 feet plus 20 feet for the utility easement as depicted on the submitted and approved site plan prepared by Creative Dsign Solutions. 18.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 19.) The applicant shall provide proof of potable water at the time of building permit application. This application does not vest the parcel for potable water.. 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.) Septic Permit approved under SEP10-00002, expires on 12/28/15. This short expiration is due to the old existing septic system and home on the beach. This SPAAD approval does not extend the expiration date of the onsite sewage permit. 3.) The application was reviewed by the Jefferson County Department of Community Development staff on September 28, 2015 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Suburban Shoreline Designation; Landslide Hazard Area; Coastal SIPZ. 4.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Polio (Resolution 61-02, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 5.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir (Aibes grandis), Sitka Spruce (Picea sitchensis), Shore Pine (Pinus contorta), Douglas Fir (Pseudotsuga menziesii), Western Red Cedar(Thuja plicata), and Western Hemlock (Tsuga heterophylla). Among native tree species which may be used includes: Vine Maple (Acer circinatum), Big-Leaf Maple (Acer macrophyllum), Red Alder(Alnus rubra), Pacific Madrone (Arbutus menziesii), Quaking Aspen (Populus tremula), Black Cottonwood (Populus trichocarpa), Bitter Cherry (Prunus emarginata), Oregon White Oak (Quercus garryana), Cascara (Rhamnus purshiana), Pacific Willow(Salix lasiandra), and Scouler's Willow (Salix scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier alnifolia), Red Osier Dogwood (Cornus stolonifera) Sala! (Gaultheria shallon), Ocean Spray (Holodiscus discolor), Indian Plum (Oemlaria cerasiformis), Pacific Ninebark(Physocarpus capitus), Red Flowering Currant(Ribes sanguineum), Wild Rose (Rosa nutkana), Swamp Rose (Rosa pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus racemosa), Snowberry (Symphoricarpos albus), Evergreen Huckleberry(Vaccinium ovatum), Red Huckleberry (Vaccinium parvifolium). 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.) 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). 8.) The site plan as submitted with the SPAAD Permit application on August 31, 2015 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated September 28, 2015 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 9.) This approval is for construction of a Single Family Residence and normal appurtenances within the approved buildable area only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 10.) The parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 11.) The proposal was reviewed against the site plan determination criteria of the Unified Development Code (JCC 18.40.100(2)). The criteria for approval is as follows: 1. The proposed site plan conforms to all applicable county, state, and federal land use, environmental and health regulations and plans, including but not limited to the following: The Jefferson County Comprehensive Plan and the provisions of the Unified Development Code. Staff comment: The application was reviewed for consistency under the provisions of the Unified Development Code, Comprehensive Plan, and Shoreline Master Program. The application was found in compliance with all ordinances pertaining to the proposed development. 2. Adequate provisions for utilities and other public services necessary to serve the needs of the proposed site plan have been demonstrated, including open spaces, drainage ways, roads, and other public ways, potable water, sewerage disposal, fire flow and other improvements. Staff comment: Staff comment: The parcel totals approximately 1.0 gross acres and the site plan as submitted on August 31, 2015 complies with UDC Table 6-1: Density, Dimension and Open Space Standards. The parcel has direct access off of Adelma Beach Road. An existing well is located on the parcel and potable water is required at time of building permit submittal. Environmental Health approved Septic System permit SEP10-00002 on September 28, 2015. The SPAAD was not reviewed for fire flow due to the application as proposed identifies the parcel as utilizing a well. Jefferson County has no specific adopted fire flow requirements for utilization in permitting. Application of Coordinated Water System Plan (CWSP) fire flow requirements for individual projects is inappropriate since the primary purpose is for water system design to assure adequate pipe size, source and storage. 3. The probable significant adverse environmental impacts of the proposed site plan, together with any practical means of mitigating adverse impacts, have been considered such that the proposal will not have an unacceptable adverse effect upon the quality of the environment, in accordance with the State Environmental Policy Act(SEPA) implementing the provisions contained within Section 8 of this Code and Chapter 43.21C RCW. Staff comment: Single family residences are EXEMPT from the State Environmental Policy Act(SEPA). WAC 197-11-800(1)(b)(i) identifies the construction of any residential structure of four(4) dwelling units. 4. Approving the proposed site plan will serve the public use and interest and adequate provision has been made for the public health, safety and general welfare. Staff comment: The proposal will not affect the public health, safety, and general welfare. 12.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. Portions of Jefferson County, including marine environments are included as "critical habitat"for listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet(1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take"and describes the possible legal consequences when a"take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 13.) 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. 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. 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A -1 2� = o� n 2AU .r11 0 ~o � 7 CO CO 7 Co C ` z c 7 (d„..4 D J Q k CO I 1 I 07 • David W. Johnson From: Randy Marx Sent: Monday, September 28, 2015 12:49 PM To: Daniel J. Quinn-Shea Cc: David W. Johnson Subject: SPAAD ZON09-72, SEP10-2, I made the following comment in the SPAAD case; COULD BE APPROVE IF THE SPAAD PLOT PLAN IS REVISED TO MATCH THE —_RE-DESIGNED SEPTIC SYSTEM APPROVED ON 9/28/15 THTheetvc Always Working For a Safer& Healthier Jefferson County 360 385 9402 ><((((°> ><fff"> ><( ((°> ><((((°> ><ffr5 ><(<((> >< (( ><{(f'> ><»<> ><((((0> Septic Permits Online (Link) Environmental Health Web Site (Link) CONFIDENTIALITY NOTICE: This e-mail message, including any attachments, s 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 PUBLIC RECORDS ACT NOTICE: All c-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56. Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is exempt from disclosure under state law,including RCW 42.56. From: Daniel J. Quinn-Shea [mailto:quinn-shea @msn.com] Sent: Monday, September 28, 2015 12:11 PM To: Randy Marx<RMarx @co.jefferson.wa.us> Subject: RE: Septic permit SEP10-2 Hi Randy, Checking in about our permit, 2 weeks post your phone call? Have a good day and thanks, Daniel Date: Mon, 21 Sep 2015 08:58:16 -0700 Subject: RE: Septic permit SEP10-2 From: quinn-shea @msn.com To: RMarx @co.jefferson.wa.us Thanks, Randy. This process is hope-ridden! Cheers, Daniel Original message From: Randy Marx<RMarx @co.jefferson.wa.us> Date: 09/21/2015 8:17 AM (GMT-08:00) To: "Daniel J.Quinn-Shea" <quinn-shea @msn.com> Subject: RE: Septic permit SEP10-2 1 y SEP10-00002 SEWAGE DISPOSAL PERMIT FILE SHEET Review Type: ► Jefferson County Public Health 615 Sheridan Street, Port Townsend WA 98368 (360) 385-9444 PRMIT#: SEP10-00002 Date Received: 01/19/2010 /SITE ADDRESS: 560 ADELMA BEACH RD Revised Date: 8/31/2015 PORT TOWNSEND, WA 98368 APPLICANT: DANIEL QUINN-SHEA PHONE: 1143 18TH AVE. EAST SEATTLE WA 98112 SUBDIVISION: BLOCK: LOT: PARCEL: 901051005 Section: 5 Township: 29N Range: 1W Legal Description: S5 T29 R1W TAX 8(LYING W OF RD)TL TAX K INTERESTED PARTY: DESIGNER: MIKE DEENEY PHONE: 360-379-2879 CREATIVE DESIGN SOLUTIONS PO BOX 2787 PORT ANGELES WA 98362 SYSTEM DESCRIPTION: 130-PRESSURIZED TRENCH TYPE OF WORK: NEW TYPE OF USE: RESA ADDITIONAL WORK: RED Type Amount Paid By Date Receipt New Alternative System $388.00 LYK 1/19/2010 113662 WaiverNariance $172.00 LYK 1/19/2010 113662 Redesign $172.00 SAR 8/31/2015 158600 Total: $732.00 Parcel Tags; Description Notes Updated 1.) WSRC Coaching-SMP 2012-12-31 shore line April 18, 2013 2.) WSRC Coaching - LID 2012-12-31 SW April 18, 2013 3.) WSRC Coaching -Other 2012-09-24, SG August 27, 2013 Associated Cases Status Issued Finaled Description CAM 14-00585 M 10/28/2014 Potential buyer interested in renovation to 1940's home within shoreline buffer area CAM15-00090 NI 2/24/2015 Potential buyer interested in future buildability CAM15-00296 M 6/18/2015 Ability to build SFR and repair existing cabin. SEP10-00002 P ZON09-00072 P 12/7/2012 SITE PLAN APPROVAL ADVANCED DETERMINATION- SPAAD 11tidemarkldatalforms\F_SEP_ApplicationNW.rpt 8/31/2015 Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION PROPERTY OWNER Daniel Quinn-Shea 9GCto9 MAILING ADDRESS 1143-18'"Ave. E. Seattle,WA 98112 <5" „) PHONE (206)605-5511 SYSTEM DESIGNER: Michael S. Deeney Designer Phone#: ( 800 ) 395-7296 LEGAL DESCRIPTION: Section 5 Township 29 Range 1W PARCEL#901051005 Subdivision Name APN 901051005 as delineated on V.36 Sureys P.463 Division Block Lot(s) Site address/Directions to site 560 Adelma Beach Rd., Port Townsend SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential X New Tanks(s)only Private Residential ADU Modification Public X Commercial Expansion Community Upgrade Repair SITE SIZE 34,760 sf SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes#SEP10-00002 Alternative X Redesign X No SYSTEM DETAILS Number of Gallons/day 600 Soil type 3 (attach soil eval.) Application Rate 0.8 gal./sq.ft./day Drainfield Length 250 ft. Drainfield Width 3 ft. Drainfield Depth varies 18"to 36" in. Septic Tank size 1,000+ 1,250 gal. Pump Chamber size 1,500 gal. TYPE OF SYSTEM Pressure Distribution Drainfield 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 application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur during regular business hours. Initial here if you require notification before entry . Appeal — A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the decision. DISCLAIMER-This application is for an on-site sewage system that meets the state and county standards in effect on the date of application. This application for an onsite sewage system DOES NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure on this parcel. Any future appli tion will be separately judged by the rules and laws in effect at that time. ' /I°Z Prope Owner Signature to FOR OFFICE USE ONLY PARTIAL ASBUILT FINAL APPROVED INSP/PUMP TEST PUD ALL HOLD REQ.MET Date -1 11.5- Fee l L Rec# t ,� 0 Check# 1`S Case#SEP �J • STRATUM GROUP P.O.Box 2546,Bellingham,WA 98227 Phone(360)714-9409 February 1, 2010 David,Mark and Paul Chuljian Teri Mosley and Carol Shelton 337 Vista Linda Drive Mill Valley, CA 94941 Re: Geology Hazard Assessment Parcel 901051005 ` V'1 c 1,010",' 560 Adelma Beach Road Discovery Bay, WA Stratum Group is pleased to present the results of our geology hazard assessment of the above referenced property. The purpose of this geology assessment was to evaluate the potential risk associated with the construction of a new septic system on the site and to determine an appropriate setback distance for the steep slope on the site from a geologic perspective. A septic design has been proposed by John Scott Fleming Engineering, Inc. This geology hazard evaluation includes a review of the proposed design. Based on my investigation of the site and vicinity, it is my opinion that the septic system as proposed will notcause slope stability problems at the site. It is also my opinion that home can be constructed on the upland portion of the property such that the home will not be at risk from slope failures and will not increase the risk of slope failures as long as the recommendations provided in this report are followed. This assessment included a visual inspection of the property, slopes on and in the vicinity of the property, available geologic mapping in the area, and investigation of the shoreline at the base of the bluff. GENERAL GEOLOGY Northwestern Washington has been occupied by continental glaciers at least four times during the Pleistocene Epoch(1.6 million to 10,000 years ago). During these glacial and accompanying interglacial periods, the underlying geologic units were eroded and glacial related and interglacial fluvial sediments were deposited over the underlying bedrock in the vicinity of the subject property. The Geologic Map of the Port Townsend South and part of the Port Townsend North 7.5 Minute Quadrangles,Jefferson County, Washington(Schasse and Slaughter, 2005) indicate the site is underlain by glaciomarine outwash. The Surficial Geologic Map of the Port Townsend 30 by 60 Quadrangle, Puget Sound Region, Washington(Pessl, Dethier, Booth and Minard, 1989) indicates the site is underlain by recessional continental deposits. The Geologic Map of Northeastern Jefferson County, Washington(Gayer, 1976) indicates the site is underlain by Vashon lacustrine deposits. All three maps indicate that glacial advance outwash and glacial till are located a short distance south of the subject property. II February 1,2010 560 Adelma Beach Road,Jefferson County,WA Geology Hazard Assessment Although the maps described above indicate different units underlie the site, the maps are actually fairly consistent and the difference is a matter of terminology and an evolving understanding of the area in question. I agree with the interpretation of Schasse and Slaughter that upland area and areas to the north of the subject property are underlain by glaciomarine outwash. Ibis unit was deposited by outwash flowing into marine waters from the ice margin near the very end of the last glacial period. At the time the recessional ice margin would have been located to the northeast of the area in relatively close proximity. At that time relative local sea-level was higher than at present because the land had not yet rebounded (isostatic rebound) from the weight of glacial ice. Based on observations I have made in the vicinity, I estimate that local sea-level at that time was approximately at 120 feet higher than present. The area has subsequently been uplifted from isostatic rebound. Observations on the site and vicinity are generally consistent with the above-described mapping. However, the scale of the mapping may not have accurately allowed for the presence of advance outwash and till on the steep portion of the shoreline bluff at the subject property. While the glaciomarine deposits are thicker to the north and deeper and make up the entire bluff in that area, the subject property appears to be predominantly underlain by advance outwash sand and gravel and coarse grained till appears to be present as well. The shoreline bluff at the subject property and along the coast at this location is an erosional bluff and provides sand and gravel for beaches along the bluff to the south and north of the bluff. The bluff is located within Discovery Bay. The base of the bluff at the subject property and along several other nearby properties is protected from erosion by the presence of bulkheads and homes are located on those bulkheads including the subject property. The angle of repose will vary depending on the cohesive strength of the soils, compaction of soils and the vegetation cover. Soils with high silt or clay content may be able to stand nearly vertical for long periods of time. Highly compacted soils such as advance glacial outwash and glacial till also can maintain very steep slopes for long periods of time due their compact nature. Slopes with vegetation providing significant root strength will be able to maintain a steeper slope aspect than slopes with poor vegetation cover. SPECIFIC SITE OBSERVATIONS Pertinent features are provided in Figure 2. The steep shoreline slope on the subject property is approximately 35 feet high. The overall bluff slope is approximately 55 degrees with some portions of the slope being steeper. The slope is primarily covered with English ivy with a few alders and Douglas fir. A trail to access the home at the base of the bluff traverses down the slope at an angle with a switch back and then a set of stairs to the wood bulkhead where the home is Stratum Group File: 1.14.10 2 February 1,2010 560 Adelma Beach Road,Jefferson County,WA Geology Hazard Assessment located. The bluff slope is underlain by compact sand and gravel and silty sand. The upland area above the slope slopes gently towards the top of the bluff at an angle of well under 10 degrees. A dirt road traverses this area to an area near the top of the bluff where the trail down to the home at the shoreline begins. The upland is tree covered with a stand of mature trees including Douglas fir, western hemlock and western red cedar with an understory primarily of salal. Soils underlying the upland area consist of primarily of sand and silty sand. The beach at the site consists of a gently gravel beach. Overall the beach appears to be in good condition. Erosion at the toe of the slope is mostly precluded by the existing home site being on a wooden bulkhead. This reach of shoreline has numerous bulkheads as well as homes located along the top of the beach. At present the beach appears to be in fairly good condition and no significant undermining of bulkheads was observed in the vicinity of the subject property. Overall the sediment available to the beach is adequate and the beach appears to be in good condition, such that toe of slope erosion should remain at similar levels compared to the past. CONCLUSIONS AND RECOMMENDATIONS The steep shoreline bluff is the result of past erosion at the base of the shoreline slope leading to a fairly steep slope. As noted,erosion is presently being precluded by the presence of a bulk head at the base of the bluff that supports the existing home. Based on shoreline observations, toe erosion is not a routine process along this stretch of shoreline in the immediate vicinity of the home site. Based on the age of trees on the slope on and off the property and the low frequency of erosion events, it appears that slides impacting the entire slope and the subsequent retreat of the top edge of the bluff take place over at an interval that is likely on the order of 50 years or more. However, the uppermost portion of the bluff is very steep and minor bluff failures and raveling of material off of the steep slope should be expected should be expected in the short term as the bluff soils ravel and shift to a less steep angle. Erosion and shallow landslides at this site are the result of the bluff being undermined by wave action at the base of the bluff. The slope failures at this site will typically be relatively minor shallow soil failures and slope raveling. Building Setbacks The steep shoreline bluff slope is a geologically hazardous slope due the steepness of the slope and the potential that erosion could take place in the future from very high tides or decay of the wooden bulkhead. Any home should be located at least 25 feet back from the top of the steep slope. This distance will provide adequate protection to the home over the life of the structure (100 years). Stratum Group File: 1.14.10 3 February 1,2010 560 Adelma Beach Road,Jefferson County,WA Geology Hazard Assessment Septic Drainage I have reviewed the septic line and septic drain field design provided by John Scott Fleming Engineering, Inc. A copy of the design is attached. The design calls for a drainfield located on the eastern endof the property. No notable perched water zones were observed on the bluff face. I do not anticipate that the drainfield will create a perched water problem on the slope of the shoreline bluff. The septic tank is proposed to be located more than 35 feet back from the top of the steep slope and as such is located an adequate distance back from the top of the steep slope. A new septic line from the existing home at the beach is proposed to follow the existing trail to the septic tank to be located on the upland area. The line will consist of a flexible 1.5-inch polyethylene pipe. The placement of the pipe along the trail should nosy stability issues and is a good route for the pipe as it will be placed within the bench of the trai t C , Stormwater The upland area of the property is currently covered with mature trees and a well developed understory. The existing driveway appears to have little in the way of run off as stormwater filters into the forest floor. A trench drain is located at the top of the bluff where the existing trail starts down the bluff slope. The trench drain acts as a catch for any run off that flows across the compacted surface at the top of the trail and lower driveway. The driveway should be maintained in a manner that allows for stormwater to sheet off the driveway to the sides of the driveway onto the forest floor. Roof run off should be dispersed as much as practical by splash blocks at downspouts or routed into a dispersion/infiltration trench located at least 20 feet from the top of the bluff o r routed via tightline to the base of the bluff. 1'47' The small trench collector should be maintained at the top of the trail to prevent water run off e`A"9 "`ieen from the compact trail surface from flowing across the face of the bluff or down the trail. T Vegetation Site grading soils or debris, landscape debris, or any other material should not be disposed of on the steep shoreline slope. Over time debris will break down and form an unstable mass that will slide damaging the slopes below. Trees on the slope and within the setback buffer should be maintained along the top of the steep shoreline bluff slope. Thinning of trees is acceptable as long as at least one tree per 3Q-foot center is left in place. Limbing for view purposes is also acceptable le as long as the limbing is done in a manner that will not kill the tree. If trees are harvested or thinned or limbed for view purposes on the slope between the buffer and the upland area, all debris should be removed from the slope. Stratum Group File:1.14.10 4 February 1,2010 560 Adelma Beach Road,Jefferson County,WA Geology Hazard Assessment At present the steep shoreline bluff is primarily covered with English ivy. The ivy limits some erosion but also poses a risk to trees on the slope and should not be allowed to grow up into the trees. Please note that there are inherent risks associated with building on lots near or adjacent to steep slopes. These are risks that the building owner should recognize and be willing to accept. If conditions appear different than those described in this report, or other concerns arise, we request that we be notified so we can review those areas and modify our recommendations as required. Stratum Group appreciates the opportunity to be of service to you. Should you have any questions regarding please contact our office at(360) 714-9409. Sincerely yours, Stratum Group 4 co �r h44 :�."��Jtw w1Mw ,�F Dan McShane, L.E.G., M.Sc. � sz.�r ,;In F „> Licensed Engineering Geologist Vert %= i i..+w X el ivi *�.�°dyc.'a r .. uT 7y�u xJ4Qtt�"+:,ia,",c7 ie Stratum Group File:1.14.10 5 tviap Output rage i DI 1 ArcIMS HTML Viewer Map FOR INFORMATIONAL PURPOSES ONLY-Jefferson County does not attest to the accuracy of the data containe to its correctness or validity. Data contained in this map is limited bathe method and accuracy of its collection. 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BOX 44 " o TERI MOSLEY & CAROL SHELTON PORT ANGELES, WA 98362 ° 0 337 VISTA LINDA DR., MILL VALLEY, CA 94941 (360) 452-8500, jsfEngOolypen.com 314-• 0 Dve.a5: goo ArA21.M4 P;ewc\r. 2-4. 'e,r;" To,.c,ft. - I ,Aik REGORUEGIN • 306S05 VOI P4GE OF O FICIAL RECORDS •• • • Re01' ST OF STATE OF WASHINGTON. �J3f ¢JAR 27 P 3: 21 COUNTY OF JEFFERSON MARY E:3ABOURY In the matter of x MTV AUDITOR RESOLUTION F Ea Vacation of a portion of x et Lower Adelma Beach Road. x aka the Woodman-Keynes - x Road x - WHEREAS, this matter coming to be heard on the - . day o M rah. 1987, upon the reports submitted by the Jefferson C. •blic., orks Department with respect to the vacation set forth 'In -n to Vacate" Jefferson County Resolution No. 43-84, a • i ,ap-e-ring to the Board of County commissioners. that notice of hearing,has • -en posted and published for the time and in the manner provided 'by law, proof of . such posting and publication.being now on file,t in',, and said Board having the other evidence adduced and being fu/ advised in the . premises, does not find and determine that the p b11 ill be benefited by the vacation thereof; ' NOW THEREFORE BE IT RESOLVED, and 1 1e RERERY ORDERED: • All that portion of the 60 feet 1 widt by approximately 2,800 feet In length right of way of the Woodman eymes Road (a portion of which is known as the Lower Adelma ,Be • =d No. 604809) from the south line of Tax 33 in Section 32, Township 30 N. , Range 1 W.W.M. , thence south to the westerly rig' way line of the Adelma Beach Road No.. 602309," In Tax 6, Section 8,' • p.29 N. , Range 1 W.W.M. be, and the same is hereby va $ d , •' abandoned pursuant to ROW 36.87.140. . BE IT FURTHER RESOLD, easement for public utilities purposes .shall be retains }qng ength of the vacated portion of . the road. • '' j- '. ' ORDERED this aG0 ay.of c /� 1987. • • J 0 • OF JEFFERSON COUNTY COMMISSIONERS ' arryiV 'ennnisn, Chairman / " id•-4-J t•• •..."PI • B. G. Brown, Member . i„3 3 � ..t,'• .� .� OeorgeC. own, Member S f ,F L .. +;+ . V :ST:' '- . 7....... Clerk • Board - F ! . I. I. : 235 ��•�248 March 27, 1987 bGL • Commitment No.80751 f V) (/ Page 6 of 9 6. Easement rights and maintenance agreements,if any,for ingress,egress and utilities which may have been granted in vacated streets and alleys prior to their vacation. 7. Reservations contained in deed from the State of Washington recorded under Recording No. 34545,reserving all oil, gases,coal,ores,minerals,fossils,etc.,and the right for opening, ' developing and working the same,together with any right to acquire easements or rights of way; Providing that all such rights shall not be exercised until provision has been made to compensate for damage sustained by reason of the exercise of such rights. la(412 ^ 1 8. Right to make necessary slopes for cuts or fills upon said premises for Adelma Beach Road as granted by deeds recorded under Recording Nos. 177561 and 177562. 9. Reservations contained in instrument. G Q Recorded: March 27, 1987 N Recording No.: 306805 As follows: An easement for public utilities purposes shall be retained along the /.je"' length of the vacated portion of the road l�" AS TO PARCEL B: 10. Easement for Right of Way imposed by instrument recorded on November 5, 1963,under Recording No. 177531. 11. Right to make necessary slopes for cuts or fills upon said premises for Adelma Beach Road as granted by deeds recorded under Recording Nos. 177561 and 177562. AS TO PARCEL C: 12. Any question as to the true location of the lateral boundaries of the second class tidelands. 13. Rights of the general public to the unrestricted use of all the waters of a navigable body of water not only for the primary purpose of navigation,but also for corollary purposes; including(but not limited to)fishing, boating, bathing,swimming,water skiing and other related recreational purposes,as those waters may affect the tidelands,shorelands or adjoining uplands and whether the level of the water has been raised naturally or artificially to a maintained or fluctuating level, all as further defined by the decisional law of the state.(Affects all of the premises subject to such submergence) 14. Terms,provisions and reservations under the Submerged Land Act(43 U.S.C.A. Sections 1301 through 1311)and the rights of the United States of America to regulate commerce,navigation, flood control,fishing and production of power. 15. Easement rights and maintenance agreements, if any,for ingress, egress and utilities which may have been granted in vacated streets and alleys prior to their vacation. 16. Reservations contained in deeds from the State of Washington recorded under Volume 70 of Deeds,pages 606 and 607 and in Volume 111 of Deeds, pages 54 and 55,reserving all oil, gases, coal,ores,minerals,fossils,etc.,and the right for opening,developing and working the same, together with any right to acquire easements or rights of way;Providing that all such rights shall not be exercised until provision has been made to compensate for damage sustained by reason of the exercise of such rights. 17. 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BOX 44 o TERI MOSLEY & CAROL SHELTON PORT ANGELES, WA 98362 0 337 VISTA LINDA DR., MILL VALLEY, CA 94941 (360) 452-8500, jsfEng©olypen.com �I4-L QD Dv0.35: %o q-u_i-M 4 Py6-A. reo.,i fi;,.GA`- tJ - I `A/A- Environmental Health activity notations: 2/19/10 On Site looks as designed. Per designer may make changes Waiting outcome RMarx 6/12/09 This Email sent to Agent and Designer; Before I can approve a SPAAD or any development on this property I need the following: Full EES of the existing septic system, including exposing the drainfield with test pits dug to determine vertical separation. Reserve area designated for the existing septic system If the septic system is like others I have seen nearby, (wood septic tank w/ no DF or DF on the beach) then no need to complete the above. I could not approve future development on this property w/o including improvements to this extremely sub standard septic system. RMarx JEFFERSON COUNTY 44'```S� c% DEPARTMENT OF COMMUNITY DEVELOPMENT ti 14,.. 1 621 Sheridan Street �' O$ Port Townsend, WA 98368 ' kING�' September 23, 2009 Al Scalf, Director DAVID T CHULJIAN TRSTE MARK& PAUL CHULJIAN 337 VISTA LINDA DR MILL VALLEY CA 94941-1288 RE: SITE ADDRESS: 560 ADELMA BEACH RD CASE#: MLA09-00190 Dear DAVID T CHULJIAN TRSTE: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. Please response to the following request made by the environmental health department: 6/12/09 This Email sent to Agent and Designer; Before I can approve a SPAAD or any development on this property I need the following: " Full EES of the existing septic system, including exposing the drainfield with test pits dug to determine vertical separation. " Reserve area designated for the existing septic system If the septic system is like others I have seen nearby, (wood septic tank wl no DF or DF on the beach) then no need to complete the above. I could not approve future development on this property w/o including improvements to this extremely sub standard septic system. RMarx Please submit the above information to the Department of Community Development by December 22,2009. Pursuant to Unified Development Code Section 8.2.3.c and f., 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, r, &De _ . Community Development Staff VV a k,vt.ca,_c: F . T CHUGH Building Permits/ Inspections Development Review Division Long Range Planning (360) 379-4450 FAX: (3 60) %.F"a .1) gab JEFFERSON COUNTY Y W `:y� DEPARTMENT OF COMM ITY DEVELOPMENT i I t '' = ''�I 621 Sheridan Street• Port d--Washington 9: .8 360/379-4450. 360/379-4451 Fax Y: �y „gs pp www.co.jeferson.wa.us/commdeve lopmeni O Master Permit Application {} -• MLA!, Q4,-.1.qtD_.________ Project Description(include separate sheets as necessaryfiFFEK titil itt- -Y- -� S,4c•A.� r77 —_— Tax Parcel Property Number;, 610 I" O 5-1 - 005" Size: r lS' ASS (acres/s l) Site Address and/or Directions to Property: 'ato0 wore, Mp --e,ep,.0.4• {fir• Property Owner(s)of Record: t)4Ni T• G'vkJ4L5StAr.S -re.vs'4'Pe__ y [ C- t r._ nut j, , Telephone: i'1 S- Sol."0364 Fax: email:Oa%/I• • - i . . vt,r.± Mailing Address:'331 N. iSlr4. t-"td 1 'O'-, P 4 . yat.t..el , ca 0,0 E 6%\ — Appiicant/Agent(if different from owner): -lee g-1 tAc-µec,►4- _ Telephone:36e-319 -4'S-1 O _Fax: 3 tro -34iS -4tct to email:.d-. A _l.py,p-,_ M_. Mailing Address: a• o Bast. g.yL. �sr'i"_..._Iaw�ns44ut.�.W!4_a Bate 8 _._.______....._____ _-._�....--- What kind of Permit?(Check each box that applies) H Building tJ Variance(Minor,Major or Reasonable Economic Use) 11 Demolition Permit IJ Conditional Use tC(a),C(d),or Cj" Ll Single Family ❑Discretionary"D"or Unnamed Use Classification I is Garage Attached/Detached 17 Special Use(Essential Public Facilities)" [1 Manufactured Home IJ Boundary Une Adjustment It Modular U Short Plat" 0 Commercial* tl Binding Site Plan" is Change of Use i i Long Plat" 1:1 Address It Road Approach I)Planned Rural Residential Development(PRRD)/Amendments" 1.1 Propane t.t Plat Vacation/Alteration"" I Allowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions" 0 Stormwater Management I d Shoreline Management Substantial Development"" bt.Site Plan Approval Advance Determination(SPAAD)" 17 Shoreline Management Variance tf Temporary Use IJ Comprehensive Plan/UDC/Land Use District Map Amendment It Wireless Telecommunication" D Jefferson County Shoreline Master Program Amendment LI Forest Practices Act/Release of Six-Year Moratorium *May require a Pro-Application Conference "Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, If known: • DESIGNATION OF AGENT 5,or, I hereby designate...T ._.r ,iMt.N,_ ( 14____ . ..______to act as my agent in matters relating to this application for permit(s). ( • --OP Owroen SIGNATURE _...... _-..-__ Date:._ . l 6y signing this application form,the owner/agent attests that the information provided herein,and in any aifachn)entts,is true and correct to the hest of his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,Indemnify and hold harmless Jefferson County against all liabilities,judgments,court coals,reasonable attorneys 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 inspectio .A and right of entry to this property shall be requested and shall occur only durin regular business hours. Va. f_,,.., C A "� Signature:„ __. _...----------______._.�. �� ��'^.� Date:.-._..---...-!_.��-_ ,.L-el-----_.__...__ Thu action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or i endangered species and could lead to a potential'lake"of an endangered species as those terms are defined in the federal taw known as the "Endangered Species Act"or"ESA.°Jelerson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will nol violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable ponsfrir for henng to d complying with the ESA. T,he�Applicant has read this ir/�f�jQl is and dates it below. _�r Signature:.-- .. ..... ... .._.. .Q, G. G.t li Date \\'>:ar,,tr c,v,,r\i term•\penne\kreri-ADN i R worVilasier l'ernvi Apphcus ii 6.30._VI1.drx. SON c w Orr, JEFFERSON COUNTY .4 ' 4 DEVELOPMENT DEPARTMENT OF COMMUNITY DEV . 'w' ` ''4 621 Sheridan Street • Port Townsend •Washington 98368 j 360/379-4450 • 360/379-4451 Fax www.co.jefferson.wa.us/commdevelopment rL� �.S`gIN� • Master Permit Application ( (LppQp(p� ��`�� HD MLA: Dq-1a-0 Project Description(include separate sheets as necessary):j FLl1SU11 MINTY Tax Parcel Number: qt n5 1 00 5 Property Size: (acres/square feet)_ Site Address and/or Directions to Property: 5100 ick Del ryeA_ 1:3e ac . :, Property Owner(s)of Record: Mkt t 1 LQ11 Telephone: s' Fax: email: Mailing Address: Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies ❑ Lot or Road Segregation ❑Building ❑ Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Single Family El 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)** El Change of Use ❑ Boundary Line Adjustment ❑ Address 0 Road Approach ❑Short Plat** i ❑ Home Business ❑Cottage Industry ❑ Binding Site Plan** ❑ Propane ❑ Long Plat** 1 ❑Sign - ❑ Planned Rural Residential Development(PRRD)/Amendments-- ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑ Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** 'Site 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: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void- I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Star ccess and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or sI`W' w-a s •r'. /Signature: "�/V" ` Date: The action or ctions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable responsi " for adhering d complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: X , (� \v - - Date: &//0/F)cr G:\PermitCenter\\###FORMS###\DRD FORMS\Current DRD Fonns\Master Permit Application 5-29-08.doc / BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ❑ New ❑ Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well Li Two Party Type of Heat: Proposed: Ei Public Total: Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: Underground Tank Above ground Tank Size of Propane Tank: 1 Heat Stove 1 Cook Stove i Woodstove I Fireplace Insert 1 Hot Water Tank Pellet Stove I Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a,site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all propeity,lirles,buildings and septic system components, including the reserve area. Square Footage Current Proposed ForOffice Usefltily = Amount RevjSlofl Main Floor Heated EH Bld App Review: 2'"Floor Heated Consistency Review: Other Heated Base fee: Mezzanine Additional Section: Heated Basement Plan Check fee: Unheated Basement State Surcharge fee: Other Unheated Pot Water Review fee: Garage/Carport SUBTOTAL Decks 911/Rd Approach fee: Other TOTAL: $ Receipt Number: Cash/Check Number: ESTIMATED COST(REQUIRED) Date: •Fair market value of all labor and materials foundation to finish Initials: G:\PermitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Pemtit Application 5-29-08.doc woo•urd(1006u3isf '0069-ZS4 (09£) 145h5 VD '.^=-1-1VA ll'.W '-NQ VGNII VISA L££ 0 < 9S0£-99£86 VM '0N3SNM01 J Od N0113HS 1021Y0 �' A31SOW 12131 SO AVM jSWI(S^r1S3M 0421 NY1f1f1HO lf1Vd 29 )INYW '01AY4 :1N3fra 1' 6 i rJ 1 8 60a-460-106 # �3�2ldd o d $ o w 'ON1 'ONIN33NION3 ONIW3l4 UO S NHOf NY1d W31SAS 1131HM3ISVM ;Tilt , - 8 k' 0 3 - Yra� g z z✓� _. z -- r`sr�- 4'.',._ a x 2 q :a -) —x�-3c :� $ .n5 o.,.j"` .e r W.% a co E .4rj d L1J ;' 6 M ti Irf.�W a 1 k, a r•...-, ti f'''%! l 'a ` E I m r� • x ° a i p 4 2 'a.l ! = N 2 w 1 I !�r - � � M/ IIIA���y W LL ' v 2 3 Q y (f) ^g K j ° 1 -. c a q , a 4 j \ .- II _l h�s S, / I , - LL H 1 W a a _ � 8 . J "4 Y B P_" ¢ < - N r v 8 T ° n 'vi- — J �! — p.1 1 1 L M O '4 t W x 2 yL p 59 a S� v t a. u J •1.y . o v d k 1--l n w a. a z Z u L 2 yu I--4 LL d- . a n , p i W Z ., • n I✓ 8 I ( W a MI F t N r- ' t 7 o{(.Q er W W `` ~ ( W+F ` y W 2 �n i r o n.< w" 2-"t i c°° t i 1 L w, j 0 t 1• � \ V LL 4. J ,.> _ s4 W ,.." ._J n C x u _ It w t!,5 a i z 4: a 9 e i „y /. j 2 h j V l 10 z ,.! O if '▪ '.1.: 4 w. II W A t 2 Q d i 41..N a n a w wy s1 i! d e;; eut>n/ 't z x J' 3 E ,, W ' 8'1': 1 F- W i V w G J a u.J. 1 •� I v` a s'c 3 - i 'Y z V d o,,,• a t A a d 4 +f W w W C h #'t W„[ J u y u. < < �-'r",w 'f N < lV- i y .' Y t ` S 1J n 1 i I v e z t I z .}'L �, as,,, a — W °- 2 W T't c v, N a a °m ' a3 '.W t°) dm >:'w r-��7 s` °_ ,3 53`4•i V } 7 N 0'LL. V d Y'Y f. Y` j- aI,�.� / yj s N W ~ ` it I ° �1 y1 �._J ~ 3 e,t l Y tN x' r ,.!'v is-.. t, W z IC^ H A''L �� w �J x v \ a F \ r r _'% I II �� LL I . h u 1 It 9YyH;�'«A'B �1' jp V r C Ire�g'd N r' `t i y 'J ix� rl i Y Wj y�, W 0-u-a {o F ei'j ryR� N '/nyilyd _ ) 2 1 3 0 O O 1 w J y. v "x v-,-1 x , •14. ads-,wa4lvNa ),...t...,' . `i 4. '^ a''. P'> i H t n s5/A.ne] r +F1y >. L h z,- w r Ya.`. 1 , xs 7b f 3 1 n'j t.s 4 W ,n 3 W tt -+? July 14, 2009 Dear R7iiwer, 5 RE: MLA09-00190 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: SITE PLAN APPROVAL ADVANCED DETERMINATION - SPAAD Location: Parcel number 901 051 005, Section 5, Township 29N, Range 1W, WM, located at 560 Adelma Beach Rd, Port Townsend 98368 Comments must be received within fourteen (14) calendar days or by July 28, 2009. 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, OBUSS241131-■60Z4— c: , MLA# — 1 APP Submitted CASE# Assigned Planner Issued: SPAAD. Category and Intake Requirements BETA version Rev. 12/12/2006 Cat A Cat B Cat C Cat D (low risk) Potential Probable Mitigation and site constraints site constraints State review reqd *Special reports are **Special reports **Pre-application optional at intake. If required at intake. required to reports are deemed Could request determine submittal required, the 30 day waiver from intake requirements timeline will not be requirements at pre- met. application. *Need to provide additional information on site plan >200 feet from (1)Shoreline (1)Shoreline parcel boundary depicted less than property,and(2) Shorelines 200 feet away from proposal doesn't parcel boundary, or meet standard (2)shoreline on site setbacks and/or proposing mitigation Streams >155 feet from parcel (1)Stream depicted Development boundary off site and less than proposed less than Type 1 155'away from . 155 from stream parcel boundary,or. (2)on site >155 feet from parcel (1)Stream depicted . Development boundary off site and less than proposed less than Type 2 155'away from _ 155'from stream parcel boundary,or (2)on site >105 feet from parcel (1)Stream depicted • Development boundary off site and less than proposed less than Type 3 105'away from 105'from stream parcel boundary, or (2)on site >105 feet from parcel (1)Stream depicted. Development boundary off site and less than proposed less than Type 4 105'away from 105'from stream parcel boundary, or (2)on site >55 feet from parcel (1)Stream depicted Development boundary off site and less than proposed less than Type 5 55'away from parcel 55'from stream boundary, or(2)on site Fish& none Depicted on site Wildlife(other **include agency than Eagle) packet with application Eagle(contact none Depicted on site DCD **Include agency determine) packet with application Cat A CatB CatC CatD (low risk) Potential Probable Mitigation and site constraints site constraints State review reqd *Special reports are **Special reports **Pre-application optional at intake. If required at intake. required to reports are deemed Could request determine submittal required, the 30 day waiver from intake requirements timeline will not be requirements at pre- met. application. *Need to provide additional information on site plan >225 from parcel Wetlands depicted Depicted on site Wetlands boundary off site and less than **Wetland 225'away*Wetland delineation required delineation optional Depicted off site Depicted on site Seismic *Geotechnical report optional none Low or moderate (1) High landslide hazard mapped on hazard depicted on site or within 30 feet site or within 100 Landslide from parcel feet of parcel hazard area boundary boundary, or(2) *Geotechnical report verified slides optional "Geotechnical report required none Intermediate on site Unstable, unstable or within 30 feet from recent landslide, parcel boundary unstable old Shoreline *Geotechnical report landslide depicted Slope Stability optional on site or within 100 feet of parcel boundary ** Geotechnical report required none Depicted on site Flood *Flood Elevation Certificate optional >30 feet from parcel (1) Depicted off site boundary and less than 30 feet Erosion away, or(2)on site *Geotechnicai report optional Aquifer Any Recharge Area (1)None, or(2) . High Risk SIPZ High Risk SIPZ Seawater Coastal or At Risk depicted within 200 depicted on site Intrusion SIPZ on site feet of parcel **Hydrogeologic Protection boundary Assessment Zone *Hydrogeologic required Assessment optional January 14, 2010 DAVID T CHULJIAN TRSTE MARK & PAUL CHULJIAN 337 VISTA LINDA DR MILL VALLEY CA 94941-1288 RE: SITE ADDRESS: 560 ADELMA BEACH RD CASE#: MLA09-00190 Dear DAVID T CHULJIAN TRSTE: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. Please contract a licensed Geologist to complete and submit a Geotechnical Report per JCC 18.22.420. Please submit the above information to the Department of Community Development by April 14, 2010. Pursuant to Unified Development Code Section 8.2.3.c and f., 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, Department of Community Development Staff C: File TERRY MCHUGH 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 building permit applicants to provide evidence of an adequate potable water supply. Name D "jtD Cti1U1 tj,$(3r41 Phone 37`1 -`r57� Mailing Address 3 3 1-' 2 . M%(1 Ua �Q� C q Zip Code R 4 Parcel //• ID# ` 1,-0-S -o c st,baiv. 4 r (. &i\& +<�.. Block Lot(s) Site Address 40-U-44401/4.. (6Pu-Cl act. Po v7- lDuiAV/l d Lt/1}- Zip Code ?9 3 8 Type of Structure ��.A > ,—r� / � (0r•0 vr� . 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) b- 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: ) 1 0 2111J3 -Total coliform -Nitrate-N -Chloride n '. 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 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 purpose of application review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours.. Signature / 1.2-(24"-^-2 t V+" '4" VA& - p+rJ,.b C(401)3;A/Date 6:'‘ o/0 c1 FOR OFFICE USE ONLY 1) Water Right Permit# 2) Public Water Supply WS ID# 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 Guidelines for Determining Water Availability for New Buildings. Application Reviewed by Date Date Fee Receipt# Check# Case#BLD I Jefferson County Permit Center, 621 Sheridan St, Port Townsend WA 98368 WATER AVAILABILITY NOTIFICATION PUBLIC WATER SYSTEM TO: Jefferson County Environmental Health Department FROM: (Water System Name) System Operator State ID Number Total co ections for which syst m is approved Number of s vice connections xisting (in use) Number of servi • connections committed Date and results of •st recent water bacteriological analysis ■ i The water system is capable of and will supply potable water to the follow! location: Assessors Parcel ID# Legal Description Site Address Operator Signatyre Date EXPIRATION DATE OF THIS SERVICE COMMITMENT H:lhome\ptncntrlinfchtt \pubwater 8/95 , un, 10. 2(1;9 1 ' : 2'IAM FWD u' :' Je't _ :,n C:unty No. 0426 P. 1 '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 Wayne G. King, District 3 James G. Parker, Manager To: Jefferson County Environmental Health Department From: Quimper Water System RECEIVED System Operator(s): Eric Storey, Jerry Rubert State ID Number: 05783U JUN 1 0 an 3 Number of existing connections: 2160 (Estimated) JEFFERSON COUNTY DCO Number of permitted connections: 3050 This water system is capable of; and will supply potable water to the following location: Assessor's Parcel ID# 94/ o 1 OO LegalDescription5' 21 �Z11� / f+ar'X L., I tz 9 4J 0 --Ft 'rp,-)- k ttl 7 ""* Water Connection is available once all feeslcharge7s have been paid*** Site Address: 6+) /14-06L1 , e4 > A k i / dw P-31 0,(D) 11-1 A II 5, 6 Signature: �‘,.43 ,g..0 ' Title: 1;3/Ow` - Date: Of /f o Jo 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 Chlroacurn Road!P.O. Box 929, Port Hadiock,WA 98339 PH(360)385-5800 FX(360)385-5945 i , " [ ; -11 hA_J JSF JUN I 286 John Scott Fleming Engineering, Inc. JEFFERSON COUNTY DCD P.O. Box 44, Port Angeles, WA 98362 voice: (360) 452-8500, 800-248-6008, email: jsfEng @olypen.com - SOIL LOG - May 21, 2009 Client: David Chuljian trustee, Mark Chuljian, Paul Chuljian, Teri Mosley, & Carol Shelton 337 Vista Linda Drive Mill Valley, CA 94941-1288 Location: 560 Adelma Beach Road, Port Townsend, WA, 98368 Parcel#901-051-005 Excavated: May 21, 2009 by Terry McHugh Logged: May 21, 2009 by John S. Fleming, P.E. Weather: sunny Utilities located: PUD water, Qwest phone, PSE electricity Test Pit#1: Restrictive at 72"+ 0-24" Brown & dark brown loamy sand, single grain to weak subangular blocky structure, low penetration resistance, many roots, dry. Type 3 soil. 24-72" Light grayish brown&yellowish brown loamy sand & medium sand, <5% gravel, single grain to moderate subangular blocky structure, low to moderate penetration resistance, few roots, dry. Type 3 soil. Test Pit#2: Restrictive at 84"+ 0-44" Brown, dark brown & light reddish brown loamy sand and medium sand, single grain to weak subangular blocky structure, low penetration resistance, pocket of few large distinct light gray&reddish brown mottles 1 on east face of test pit, many roots, dry. Type 3 soil. 44-84" Grayish brown loamy sand & medium sand, stratified with light reddish brown loamy sand, single grain to moderate subangular blocky structure, low to moderate penetration resistance, few roots, dry. Type 3 soil. Test Pit#3: Restrictive at 72"+ 0-18" Brown, dark brown &grayish brown loamy sand, single grain to weak subangular blocky structure, low penetration resistance, many roots, dry. Type 3 soil. 18-72" Grayish brown loamy sand &medium sand, single grain to moderate subangular blocky structure, low to moderate penetration resistance, common roots, dry. Type 3 soil. Test Pit#4: Restrictive at 73"+ 0-18" Brown & dark brown loamy sand, single grain to weak subangular blocky structure, low penetration resistance,,many roots, dry. Type 3 soil. 18-73" Light grayish brown loamy sand &medium sand, single grain to weak subangular blocky structure, low penetration resistance, few roots, dry. Type 3 soil. Soil Log for Chuljian,Job 09007,Page 1 CC CO H O 7 O CT LL N J Z LL 0 0 H O N CCCC���J � Lf) C) a) - co - -, W T q 0 'O - LO J C=I O O 0 L C9 --, X CL O -1-, 0) Z C C C.-7J _ U O O H t �, C•J - W O C] CO i-' -0 H O) CO I /�� G". Ei .. 7 L L ..0 CO e-1 P- ¢ _O U C.) C.) W !ll( ) C" Z 0 2 -Z' v' O J a a �i� X 0 a) a) co u) -O co O N U Z CC O O I W C O 3 F-- •--• B F- F- CO O W J 0 C/) J C.) O F- LU 0) "O ¢ O Z CO Z 2 NI- C M O C1 H H CC ¢ U) 0) •- C C 7 3 I- I-1 CC 3 } - ¢ -) J O F- U) LL O CO Z J O ¢ -O CC O O W C/) <C O CC ¢ U C W s- J W H 2 ¢ O LU CL LC) 3 W CO CC ) U U Z O O I- ¢ O J H •- CY CD CO X C) 7 J >- J >- CO CL 0 3 Z CC ¢ • 2 7 W W O) H F- F- U <C J ¢ J O J CV CL >- Y W d CO I- -J X W J Z F- F- O C/) ¢ U W 'O 0) X • X LU dS X H 7 cc U N CO ¢ H F- a) J O 7 F- F- ) 0) d H Y H J O X J U) (O X 7 CC CC P- J (U U) <C J 7 7 d O ¢ ¢ W CT) H CD CO F- F- 2 ±■ \ U O M F- CT) g U CO — ++ 0 in O CO 7 O O O O LC) O J O 2 co O) U CO O W O 0 - 0 0 C7 0 'O L .- N- 0 C.) to .- d- 7) II C O J a) •• L 3 L O Y C - CO O i-' CU 2 a) a) D') a) -- 7) U L a) U CO a) -O > (O U L L O - 0 CO Q 5_ C) CO X -F+ U -O X 0 C/) a. CO •- -- (0 U) I- F- X 4• F- CO CO 4- E X I- <C Add.APNO` O5t 7) NAME:0..)i- <+A.13 MLA# I— 19 a Add.APN AUVERF- SPAAD Category Intake Req's ❑ la u z�ntn . Cases/Conditions by Parcel# ❑ ❑� Plat Maps ❑ ❑ • pi's.� ir}ICh'.'..:..'...`......... .: `<� f�:; iii':iii ii iitt t:titsitsi ist;�:::::::::::::s:s:=t:t:>s: :: : :>:a:: :::::: :•>:.:.>_:.::.�:.>:.>:.:.:.:.:•:....::::...:::....: Assessor Maps-H ❑ High-light parcel on Map Parcel Tags -H ❑ ❑ st:tst::Rs;rrlttts:,:H: �:::::::°::_:::::::::s:t:tsts: :::s:t:sssss tsttstt::sss:ststttt:::..::•:::::..:::::...::...::..:::..:.:...:::::.....:...:..:..::........ 2000 Shoreline Photos ❑ ❑ Left/Mid/Right '[sB $�ip�:'�". ':'iiiii€ :° °€'.i°i' i; € :€ ::;:it>`i:t;a:tis;'stF'•sEti::t€t(sititittst:t:::t:t::':t:: ::::....�::.::........:::..:......::......:..... ...re..�arcs :...::E�::.............:.�►..:....:....•.•..:::..........:..:..............::......::::.:...::.:::......::::::......._..:::..::..... Shoreline Polygons .....❑ ... .,...;0..:.....�....:. :.•<:..:.:.:. ::::::::.::::::.:.>::::.: ::1::::::::>:.:::::::::::::; >::::::::::: wii.iiii C ' .. isiii€ :: :iiii iE x:::t F:t:t:t:t:::::::::<:::r:::::::E:.::.:.:.:.:::::.::::::::::::>:;•.:...:.:>•:::.:.:.:.:::.:.:..,.::.:.:.:.,:. DNR Stream ❑ ❑ "'.°r; "'' iiiiii�C►E1#�€fr�Ce,..�3�ndisS :....::�.7.:..:.....::.:�I.....�:.:»>•..:....:....:......:........::.�:.:.:::....::::::................::._:.�:.:.:..:......::........... LFA-Fish ❑ ❑ SIGs ... Marbled Murrulets ❑ ❑ • Spotted Owls ❑ ❑ I+I i....ts&:duffers titipii=-sstttsts0atd;� ..14�;;............ Priority Habitats and Species 8106 ❑ ❑ Type ....... " .T. . Rare Plants-Ecosystems 0 .....i.s..:...:...:..❑ Type:... Landslide Hazard ❑.........:......❑................... I',M, Iyyp. +M_ p Erosion Hazard ❑ ❑ :.:.:•:C BI.A h f8F.i2ectiar a areas :.:.:.:.;..� ....•:�:. :_:::_:>a itisis€s€:s::::::::�::::::�::::::::::::::::>;::::::::::::::::::::::::::::s::::::::::::;:::::::::::::<::::............... Wells-Chloride ❑ ❑ No parcel label .0.0: �Yi� 1�e�la�re:..........:........:...::.:.::;>:.:.:.:.>:.:..................:>..::...::.>:.:.:.:. SIPZ ❑ ❑ ss :::::SfoaI ln.;Slo eSabll Chanel Migration ❑ ❑ ? yii`A'.... iiririr€:�`i`rippp si ii Stir: ::ii: >i rrii;rii:€sir[:iiiit:;a:i:ia:i:;:i:i:;:;: ta:::paa:::b::: :::>:p:io-o-o->::.:.::.:.-.::...»:<-o-:<;:•: No Shooting Zone ❑ 0 •� , >iiiii;i€;iii ont ti9A ::... ... LIDAR Hillshade ❑ ❑ No parcel label-Printed with Countours $T. C!S ;;iiisE:: »>s?;E(i'i€€ :;;; _ ,...::•.::..:" �' '".iiiEE(iiiipipi;ppErrptpptEtiirt>•E;EtEpEPt<E::iEiEEE:E:s:;:r:p:p:;:;:;:;:p:::y;::. 2005 Aerial Photos ❑ ❑ No parcel label MLA Number Form ❑ ❑ Reviewer Letter Sent ❑ • l' Eagle❑ Wetland ❑ ...................:.. MOO Re uired ... _...., fi 00 ... ::.. M:ab tat Ma.....40 q:.:. :::.::•: ...1 ESA Map Checklist 10.13.2008 CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 901051005 Printed: July 14, 2009 Cases Name Review Type Status Planner ZON09-00072 MLA09-00190 CHULJIAN TRSTE I P Application Received: 6/10/2009 Permit Issued/Case closed: Case Finaled: SITE PLAN APPROVAL ADVANCED DETERMINATION -SPAAD No findings, conditions, or permissions found. Page 1 of 1 Map Output Page 1 of 3 ArcIMS HTML Viewer Map 4.111k. CC`324062 ,X124C.12 ' W324,,DM, 0 - http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/14/2009 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 001324062 (ill C01324048 001.324064 00'324013 00132404' IIIIIIIarl C0-132400' 001324CC6 le ., ...t 001324042 . --- 001324053 j. 0013240a0 1 Legend Selected Features • , _00132403a I I- 00 1324070 JC Roads 001324047_ 001324 7T Parcels-14 ,'. . 901051005 II 901051013 Bald Eagle Buffers i '----- _ Istl:r a..e, . , 11 f 901051008 I 901051019 loa BuNr • _. ' _ i a3.7 c•:i•lact lc ra','F'c' ......:9 .., 901061009 --„__ Boundaries i , E .,........,c..„-,, ( i i 1---1 i Wan- b ' i <1.- n .,0,mr.Carnes i -o u 901051017 901051ois i j .. 01=1.1Iimaissual23311 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 Jul 14 08:42:06 2009 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName—ovmap&ClientVersion-4.... 7/14/2009 a A.. g 162-an 1 E AS n V 2R0R I "a2s se i 0 e. i 2 X ADO M HI F4RR< ::_V °c cziA 7 PI a A i 9 88 -g N AR (NW 1/4 5-29N-IW) DISCOVERY 11,4).- E.; u a I V >tr p 9 9 r a I 9 ° 1 1 3 1 ' one r r r 9 XI .14N i-°° LOWER _ ! A_ ECMA :> P z .5.. I •\\\4*J(MA m x Bf mm �O I 44'' c x'40 e-4B 9 r)a v8 R0, 'J rri moo °m 8 II � e i 3 g - x 0 1.R 0" :� • ��„ irye4 N - mjo Aft II .� (n o o r,800 ! H Q "m�8 r il ° 2 sR 1.s, p (-) "0 Iv x x ' I I -1-1 011:4 ri 8.. 4 11 Q �. w 411 EA 9:s C 6 b , Di :{ 4G• ge Z b -ldso q� __ I ! 0f ! —1 ruu 'C c %am '8.% GO Iy- (nn ti `' �,,, LET aG �� zP rn )yT.S, ,, / q 0 _250762 M L" 4 '�! 94 • 4 P Ifl (NW 1/4 4-29N-IW) ° .� —I V) Z ° G7 `2 fT1 m ? � s ? a = s m as ;n m -0 C0 0 >paii■ _, 8 $ i g o m $ c c b CO CP Parcel Print Page 1 of 1 Parcel Number: 901051005 05/14/2007 Owner Mailing Address: DAVID TCHUUTAN TRSTE MARK&PAUL CHUUTAN TERI MOSLEY/CAROL SHELTON 337 VISTA LINDA DR MILL VALLEY CA 949411288 Site Address: 560 ADELMA BEACH RD PORT TOWNSEND 98368 Section: 5 School District: Port Townsend (50) Qtr Section: NE1/4 Fire Dist: Chimacum (1) Township: 29N Tax Status: Taxable Range: 1W Tax Code: 111 Planning area: Discovery Bay (5) Sub Division: Land Use Code: 1100 - HOUSES (single units, non-farm) 111604 TRUST Property Description: S5 T29 R1W I TAX 8(LYING W OF RD) I TL TAX K I I ha i A 4 { y.11k. ..'1`e y� $ I ,i T 4,111111.1,4'VS i ; e .,,,,,,,„ . ._ etcq--4-77 il � :Ill 1f ,1 � . i .' ha'r ° http://www.coj efferson.wa.us/assessors/parcel/parcelprint.asp?PARCEL_NO=901051005... 7/14/2009 • •y f 1' s'r I • �. •P Y £j - . �a y t acPJ L! 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J i' Y . a 4:fl, M� r '` ,1 Fj�Y .I f.ih 1 yL• ` X P ' �' ,rF .,. r ,. t. . ,/,‘'",, / .- ---- - — _ ' kx • o ^s • r .L. ..,41,-;,-,..,,,-‘,...... `7I ,:+ 8546C, ' {4 `� e 7. .....1. ».. . M♦"' rr.� ^ y + " l0 ' �f 1 , s p ' . itr4.0 16 • fr J Nw`r yr tsP .`i3 �s r v ^H" u :' w4 Yd • F \: Map Output Page 1 of 1 ArcIMS HTML Viewer Map li ' ,ro i Q ,31 pj g r r 4 ..W ! l'' a Legend 7 .{ 1. i Parcels-H - r -- Contours � t ib f9lrF f'4;IrJ;Y Boundaries �° _ :,1iC•rrrtp , Otsc C.yrrsx+s 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. Thu Sep 17 12:36:44 2009 http://gisserver/servl et/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 9/17/2009 Map Output Page 1 of 1 _ ArcIMS HTML Viewer Map , :,,,,,, le: . - • 4 `41111* Amok IiiFr l� ' ik..1 Z''' Legend r_ pa Roads L_ Parwls-H ;;. •w Contours . 10 Foot Catuar ' : * 50 Fmr Catar Jj 2005 Aenal Photos Boundaries - ❑ ,Actersan Cart, Ew f/`��/ �Ln ! 4, Ogler Coma r Qq 11.rr. s.d�tl ,. -c•4rw1Carty Cerra Jc-:..a WS " 'I t FOR INFORMATIONAL PURPOSES ONLY- 9^^ 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. Thu Sep 17 12:37:04 2009 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&Cl ientVersion=4.... 9/17/2009 Paul Chuljian 337 Vista Linda Drive Mill Valley, CA 94941 chulies @sbcglobal.net September 26, 2009 Dear D.W. Johnson, Depart. Of Community Development Staff: I received your letter (enclosed) regarding our application for a SPAAD for 560 Adelma Beach Road, Port Townsend. We are in the process of having a septic Plan drawn up be John Fleming of JFS Engineering. Our plan is to upgarde the septic system once he has given us a plan. I am not sure what the time frame of this will be. With winter approaching, I am not sure how fast we will get this done I would hope your department can give us leeway in this respect, if we keep you every dated 3 months or so. p Y Thank you and please let me know. //f Page 1 of 2 • Colleen Zmolek From: Randy Marx Sent: Friday, June 12, 2009 11:46 AM To: Colleen Zmolek Subject: FW: 560 ADELMA BEACH SPAAD MLA09-190 Hi Colleen Please print for file, no planner assigned yet. Thanks /ZaxcLal 1'k arix Always Working For a Safer& Healthier Jefferson County 360 385 9444 ><(((l°>' •„••'- .•. ><((((°>,• .. , • • ><((((2> '••,.••••. ><((((Q>••'-'•.,••'><((((Q> ' .. •• - ••• • ••• ><((((2> Environmental Health On-Site Web Link 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 From: Randy Marx Sent: Friday, June 12, 2009 11:44 AM To: John Flemming (jsfeng @olypen.com); Terry McHugh Subject: 560 ADELMA BEACH SPAAD MLA09-190 Hi John and Terry Before I can approve a SPAAD or any development on this property I need the following: • Full EES of the existing septic system, including exposing the drainfield with test pits dug to determine vertical separation. • Reserve area designated for the existing septic system If the septic system is like others I have seen nearby, (wood septic tank w/no DF or DF on the beach)then no need to complete the above. I could not approve future development on this property w/o including improvements to this extremely sub standard septic system. Please call if you have any questions. /Zaxda.L T'Jico c Always Working For a Safer& Healthier Jefferson County 360 385 9444 6/15/2009 Page 2 of 2 ><((((°>'••„•• ••,•. ><((((°>.• •.,. , • • ><((((Q> ' ><((((2> •"_. ><((((2>.. .•,_.•• ((((9 "-'•.,• , • •.'-'••• ((((2 .. . ... ><((((Qj Environmental Health On-Site Web Link 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 6/15/2009 Page 1 of 2 Colleen Zmolek From: Ament, Shelly M (DF\ [Shelly.Ament @dfw.wa.gov] Sent: Monday, July 27, 2009 1:01 PM To: Colleen Zmolek Subject: Review for Eagle Conflicts Hi Collen, This message is it regards to various applications you have sent to me to review for eagle conflicts. My reviews are as follows: MLA09-00219 -Hazel Point Territory. A one-page plan is required. Please have the landowners contact me. MLA09-00220 - Tskutsko Point Territory. This large parcel is on the outer edge of the 1/2 mile zone. I have been working with another landowner (Scott Wetzel)regarding SEP 08-137. There is significant bald eagle habitat on the property. I likely need to set-up a site visit to review all projects on the parcel. A one-page plan is required. Please have the landowners contact me. MLA09-00188 -Nodule Point Territory. A one-page plan is required. Please have the landowners contact me. MLA09-00190 - Four Corners Territory. Property is jus outside the 1/2 mile shoreline buffer. (Buffer on eagle map layer actually extends slightly beyond 1/2 mile). No plan will be required. I may try and contact the applicant to discuss shoreline tree protection. MLA09-00207 -Nodule Point Territory. A one-page plan is required. Please have the landowners contact me. MLA09-00223 - Hazel Point Territory. A Bald Eagle Management Plan was developed for the subdivision. This plan is highly out of date since several new eagle nests were documented within the territory after this plan was signed. Ain the areathere are signed by the landowners in August 2008. A one-page plan is required. Please have the landowners contact me. MLA09-00225 - Leland Lake Territory. A one-page plan has previously been developed with the landowners. They are able to comply with the conditions of the plan for the projects proposed. No new plan required. The WDFW gave previous approval (to David Johnson) for the proposed wind generator. MLA09-00235 - (NEW) Portage Bay Territory. The newly documented nest is on the adjacent property to the north. A site-specific Bald Eagle Management Plan is required. I have met with the landowners on the property and provided an approval letter for demolition of the existing cabin. They recently sent me their official site development plans. I will be working on their plan. Do not issue their permit until you have a finalized signed Bald Eagle Management Plan. Please let me know if you have any questions. I will be sending you a copy of the data form and map for the new Portage Bay Territory. It will go out in the mail today. FYI - I will be on vacation 7/30 - 8/10. I will be back in the office on 8/11. I will have an assistant (Sandy) at my office on August 4th and August 7th to help-out some but she will not be reviewing applications or writing plans. These 7/27/2009 Page 2 of 2 tasks will have to wait until my return from CO. Take care, Shelly 7/27/2009 UDC CONSISTENCY REVIEW Project Planner: Master#MLA09-001 90 Review Type Project Description ZON09-00072 I SITE PLAN APPROVAL ADVANCED DETERMINATION- SPAAD Primary: DAVID T CHULJIAN TRSTE Site Address: MARK& PAUL CHULJIAN 560 ADELMA BEACH RD 337 VISTA LINDA DR PORT TOWNSEND WA, 98368 MILL VALLEY CA 94941-1288 TERRY MCHUGH REP PO BOX 441 PORT TOWNSEND WA 98368 Project Location: Parcel number 901 051 005, Section 5, Township 29N, Range 1W, WM, located at 560 Adelma Beach Rd,Port Townsend 98368 Parcel Number: 901051005 S-T-R: 5-29N-01W Total Acreag< 1 Legal Description S5 T29 RI W TAX 8(LYING W OF RD)TL TAX K Land Use: 1100 Flood District: Fire District: 1 Planning Area: 5 Flood Map(FIRM)Panel No: School 50 Zoning: t-Z- COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: MPR: WATER SUPPLY UTILITY: Service Area PUD: [ fri- Plot plan states"property line" [ j.'j Assessor's Map(Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ f( Legal Access to Property YES N [� Parcel Tags or Scanned Document NO [ e ESA's: Special Reports Nearby YES NO [ Designated Ag [ 1,4 Shoreline Designation ' NO 5,,, LA" r_ [IX Shoreline Slope Stability.�jP NO CA-VL��D...\7CiL ( -(- ' Stream Type:YES NO el YE Fish&Wildlif 5 NO 5 (c 6 - Rare t�k—eir Wetlands: NO Rare Plants:YES NO Seismic: 4-M■ NO Landslide: 41 NO �.00A, ( (. ..-5 4. ? Flood: YES NO Erosion: YES NO Aquifer Recharge Area:YE NO SIPZ: none At Risk igh RiskCoastal CMZ: none High Risk Moderate Risk Disconnected CMZ Stormwater site plan subJJ d YesNo [ t� Forest Lands: YES C7 Adjoining Forest Lands: Co cial/ Rural/ Inholding [ yr Stormwater: New Impervious Surface_ Land Disturbing Activity ESA's Stormwater Req's: Min Req#2 M• Req#1 thru#5 Min Req#1 thru#10 Engineering [ Pr Notice Provisions/Disclosure: Airport YES 4 RI, YES 49 Forest Lands YES 9 [ L] " Landscaping Required:Yes X10 [N' Parking Spaces Required NO 2 Other ( C4 [ Building Height: 35' UBC Standard C(/ (4 l [f( Impervious Surface coverage percentage: l Resource Lands&Public: 10% Rural Residentia1•49 Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60% Area of Buildi 1 Coverage:60%in Rural Industrial Lands only [ W Total Building(s)Size: 6v 4 RVC:20,000 SF CC:5,4000 SF NC:7,500 S GC:10 0 SF All others:subject to se ' water cortstrairts/None specified [ ter Setbacks: Front: it,Q Left Side: Right Side: Rear: Shoreline Setback: 9 cn LSHA Setback: '2, c &AAA Td 7 [ Road Classification: Road Approach: EXISTIN N RAP [ SEPA Required: [j Flood Certificate: IV (41 [ LT Existing Case(s)&Condition(s): Violations: Yes No [1.1"- t ( Recorded Date of Subdivision: AFN Over 5yrs UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance z. Lots/Require Declaration 'estrictive Covenant YES NO, submitted: YES NO [✓ Site Visit conducted NO [t4' Require Final Zoning Approval YES c> �, [ (, `ADMIN: Setbacks entered in Permit Plan case YES /A New Parcel Tags entered in it Plan YES Special Reports Scanned N/ YES No parcel tags found for parcel Associated CASES status issued finaled description 901051005 MLA09-00190 ZON09-00072 P SITE PLAN APPROVAL ADVANCED DETERMINATION- SPAAD DEVELOPMENT REVIEW TIME SHEET Date Tim Comments 1 1010 �� h r � ICa�h�e_, /41) April 14,2009 1:1R_MLT_Case__CRMLA.rpt