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Home My WebLink AboutZON2010-00063 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: JEAN C DE LEO TRUSTEE JEAN C DE LEO REV TRUST 1729 WASHINGTON ST PORT TOWNSEND WA 983686930 DATE ISSUED:March 06,2012 DATE EXPIRES:March 06,2017 MLA NUMBER: MLA10-00252 PROJECT PLANNER: Donna Frostholm PROJECT DESCRIPTION: SPAAD-Site Plan Approval Advanced Determination for residential development PROJECT LOCATION: Parcel number 001 324 001, Section 32, Township 30N, Range 1W, WM, located at 450 Adlema Beach Rd, Port Townsendm 98368 CONDITIONS: 1.) The project proponent shall apply for and obtain a building permit prior to beginning any work approved under this SPAAD. 2.) The project proponent shall apply for a shoreline exemption for single-family residential development at the time of building application. 3.) The project proponent shall apply for a septic permit at the time of(or prior to) building application. 4.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 50 feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed building envelope. No construction shall occur within 50 feet from the top of the marine bluff. The slope at the east end of the old road bed is stable and is not considered to be a landslide hazard area. 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.) 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 Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5.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. 7.) A Habitat Management Plan (HMP) prepared by Meehan-Roulst Wetland Consulting was submitted on February 21, 2012. The HMP was submitted for reducing the 150-foot fish and wildlife habitat conservation area buffer to 117.5 feet(112.5 feet buffer reduction plus 5-foot building setback). Mitigation includes removal of non-native invasive species (such as Himalayan blackberry, ivy, and scotch broom) and replanting with 10 Douglas fir(Pseudotsuga menziesii), 10 Pacific madrone (Arbutus menziesii), 10 red elderberry (Sambucus racemosa), and 12 Nootka rose (Rosa nutkana). Plants shall be installed in the area bounded on the west by the top of bank(shown on the site plan as break to shoreline) and the existing north-south roadway to the east. Any plant substitutions must be approved by Jefferson County Department of Community Development prior to plant installation. Non-native and landscaping varieties are not appropriate substitutes. Removal of existing native plant species within the fish and wildlife habitat conservation area buffer, except for those within the building envelope, shall not be permitted. 8.) The project biologist shall be onsite to oversee the removal of non-native plant species from the mitigation area and the installation of native plant species. Removal of existing native plants species from the mitigation area shall not be authorized under this permit. 9.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 10.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 11.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk(or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 12.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 13.) Duration of Approval - Several of the included findings shall become conditions upon the submittal of a building and septic permit. The duration of approval of the Site Plan shall be effective for five (5)years from the date of original approval by the Administrator. If a building permit has not been issued within the five (5)year period, the Site Plan Approval Advance Determination (SPAAD) cannot be revived or extended except by new application that must meet all the existing criteria and conditions listed in this Section. Knowledge of the expiration date shall be the responsibility of the applicant. The county will not provide notification prior to expiration. Limitations of Approval -Approval of the site plan shall not guarantee the performance of specific site features or improvements (e.g. wells, septic systems, stormwater drainage facilities, etc.) and shall not be immune from changes in state or federal law which are enacted or have an effective date after the date of the Site Plan Approval Advance Determination (SPAAD) and which may affect the performance and implementation of the site plan and associated use or activity. Any subsequent land division or boundary line adjustment of a parcel or lot which has received site plan approval advance determination under Article VII, Chapter 18.40 JCC 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 Article VII, Chapter 18.40 JCC for criteria pertaining to modifications). 14.) 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. 15.) The setback from the road right-of-way is 20 feet, the side setback from adjacent parcels is 5 feet, and the shoreline setback is 40 feet from top of bluff along the west side of the property. The approved site plan shows that construction will occur at least 117.5 feet from the OHWM. 16.) At the time of building application, a stormwater plan in compliance with the Stormwater Manual for Western Washington shall be submitted. If the proposal cannot meet the prescriptive requirements of the stormwater manual, an engineered stormwater plan shall be required. 17.) The building height shall not exceed 35 feet. 18.) At the time of building application, the applicant shall demonstrate proof of potable water. 19.) A BUILDING FINAL CERTIFICATE OF OCCUPANCY SHALL NOT BE ISSUED UNTIL THE APPROVED MITIGATION PLAN HAS BEEN COMPLETED, AND DCD HAS REVIEWED AND APPROVED THE MITIGATION FOR COMPLIANCE WITH PERMIT CONDITIONS. THE APPLICANT SHALL CONTACT DCD (360-379-4450) TO SCHEDULE REVIEW AND APPROVAL OF THE MITIGATION AREA. 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 finaled Septic System Record under SEP86-55 may not be used for any new construction. Any development application for a structure shall comply with the requirements of the current Jefferson County Code. JCC 8.15.060 Use of SEP86-55 for the existing residence will require a repair or modification permit from the health department prior to any building permits for the existing residence. 3.) 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. 4.) 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. 5.) This SPAAD is for future single-family residential development on a parcel along Discovery Bay. This segment of the shoreline is designated as Suburban. This permit vests the proposal to shoreline requirements in Chapter 18.25 JCC, but is not a shoreline permit. The project proponent is to apply for a shoreline exemption for residential development at the time of building application. This SPAAD is limited to construction of a new residence within the building envelope shown on the approved site plan and does not include any future work or the existing residence. 6.) An April 14, 2010 Code Interpretation by the Jefferson County Planning Manager, which was prepared in response to EHB 1653, addresses permitting requirements when critical areas occur within shoreline jurisdiction. Based on this Code Interpretation, this SPAAD is subject to the critical areas requirements specified in Chapter 18.22 JCC (Critical Areas). 7.) The application was reviewed by the Jefferson County Department of Community Development staff for the potential presence of Critical Areas under the provisions of the Jefferson County Code (JCC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following Critical Areas were confirmed to be present on the subject property: geologically hazardous area (unstable shoreline slope stability, seismic hazards, moderate landslide hazard); fish and wildlife habitat conservation areas (listed species in marine water); and seawater intrusion protection zone (coastal). 8.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 9.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells 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. 10.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Polio (Resolution 44-22, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 11.) Discovery Bay is a Fish and Wildlife Habitat Conservation Area requiring a 150-foot buffer from the ordinary high water mark(OHWM). The western edge of the building envelope is 117.5 feet from the OHWM and a Habitat Management Plan prepared by Meehan-Roulst Wetland Consulting was submitted on February 21, 2012. 12.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 13.) The site plan, as submitted for the SPAAD application on July 21, 2011, has been reviewed for consistency under the JCC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated February 22, 2012 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 14.) This approval is for a SPAAD for future construction of a single-family residence only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 15.) The parcel has been designated as Rural Residential 1:5 (one residential dwelling unit per five acres) under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 16.) The property is located at 450 Adelma Beach Road. 17.) The proposal was reviewed against criteria specified in Article VII (Site Plan Approval Advance Determination), Chapter 18.40 of the Jefferson County Code. 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, the Shoreline Master Program, and the provisions of the Jefferson County Code. Staff comment: The application was reviewed for consistency under the provisions of the Jefferson County 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: The parcel totals approximately 0.75 acre, and the site plan (dated July 6, 2011; submitted July 21, 2011) complies with JCC Table 6-1: Density, Dimension and Open Space Standards. This application is for a Site Plan Approval Advance Determination for future construction of a single-family residence. Jefferson County Department of Environmental Health reviewed the application and approved it based on the site plan received on July 21, 2011. 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. This SPAAD, as proposed, is within the Quimper Water Service Area and the applicants submitted a Public Utility District#1 Water Availability Notification (dated June 22, 2010). The applicant shall provide proof of potable water at the time of building permit application. This SPAAD does not vest for potable water. Access to this parcel is provided by Adelma Beach Road (C602309), which is a local access road. 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. At the time of building application, a stormwater plan in compliance with the 2005 Stormwater Management Manual for Western Washington shall be submitted. If the proposal cannot meet the prescriptive requirements of the Stormwater Manual, an engineered stormwater plan shall be required. 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 Article VII, Chapter 18.40 JCC 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. 18.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County 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 The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/)to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species"taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. APPEALS: Pursuant to RCW 36.70C,the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court within twenty-one (21)calendar days of the date of issuance of this land use decision. 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(TI � N O (n CD O o O co 0 O O rt O Z O c o_ = m * D oco - w m MEEHAN-ROULST WETLAND DELINEATING 4 e 4' rj1 Kimberly Meehan-Roulst, Wetland Specialist Embody, WA 98365 Phone:360-732-0073, Cell: 360-774-0551 p ILV r4 - : f Email: meehanroulstconsulting @gmail.com Specializing In: FEB 2 1 2012 Wetland and Stream Mapping,Delineation and Restoration JEffEjaii COUNIll DCD Habitat Management Plan Report For Jean Deleo Trustee and J C Deleo Rev Trust 450 Adelma Beach RD Port Townsend, WA 98368 Parcel#001324001 Prepared by Meehan-Roulst Wetland Consulting TABLE OF CONTENTS Page's Purpose for Requiring a HMP 3 Location of subject property 3 Reference Material Used to Produce Report 3 Site visit and current conditions 4 Existing species documented within area 4-5 Direct effects from construction 5 Indirect effects 6 Mitigation and planting plan 7 Introduction 7 Planting plan 7 Monitoring 9 Contingency plan 9 APPENDICES Appendix A: Vicinity Maps Appendix B: Priority habitat and species Maps Appendix C: Photos of property TABLES Table 1: Species selected for planting bed 8 Deleo Parcel#001324001 2 PURPOSE FOR REQUIRING A HMP This Habitat Management Plan has been submitted on behalf of Jean and J C Deleo TRST to facilitate future issuance of permits to construct a home on their Adelma Beach waterfront lot. The lot is located next to the shoreline of Discovery Bay. The lot is 0.71 acre in size. Currently there is an old existing home with attached garage located within Jefferson Counties Critical Areas for Shorelines. The home sits approximately 60' from the OHWM. At some point,this home will be remodeled but will adhere to Jefferson Counties Critical Areas Code 18.22.070(3)to not exceed existing footprint. The owners, Deleo's,would like to start this part of the permit process to aid other permit process's, such as a building permit, in the future if he so chooses to construct a home within the 150' buffer to Jefferson County's Fish and Wildlife Habitat Conservation Area. The area is also within the buffer of the marine shoreline(Discovery Bay). Under Jefferson County Code 18.22.440,the current buffer is 150 foot setback from the OHWM. The family is requesting an administrative reduction to the buffer. As per Jefferson County Codes,the buffer can be reduced to 117.5 feet so long as Habitat Management Plan is produced and approved. See in Appendix A for the site plan map produced by Suzanne Martin to see the proposed building envelope. It is currently 81'x90'. LOCATION OF SUBJECT PROPERTY: The subject parcel (S32 T3ON R1 W)that is located at Adelma Beach in Jefferson County. It is located in Water Resource Inventory Area 17, Quilcene/Snow. This lot fronts the shoreline environment of Discovery Bay, an inlet from the Straight of Quan de Fuca on Washington's Olympic Peninsula. Water quality is good in this area. An indicator of that is a well established geoduck population. When a plan to construct any building is complete, it will have to as per JCC 18.22.130(2)(b), adhere to the Protection Standards that will require a Drainage and Erosion Control Plan prior to construction. All BMP's, such as the silt screens,will not be removed until all phases of construction are complete. Prior to construction,the buffer area will be visibly marked and remain marked until all phases of construction have been completed. Refer to Appendix A for vicinity maps. Reference Material Used to Produce this Report: Due to major funding cuts at the State level, WDFW office has cut back its staff considerably. Staff is overloaded with a back load of requests for Priority Habitat and Species Maps and at the current time, it takes up to 2 months to receive such maps. WDFW has updated their digital data maps and all investigation for endangered, threatened and sensitive species pertaining to this subject area, were acquired from the online digital maps (http://wdfw.wa.gov/mapping/phs/disclaimer.html) and NOAA web maps. Maps can be found in Appendix B. Deleo Parcel#001324001 3 SITE VISIT AND CURRENT CONDITIONS: On December 18,2011, M-R.W.D., conducted a site visit on parcel#001324001. The parcel is a high bank waterfront lot. The area closest to the shore already has existing disturbance from the creation of docks and stair cases. This waterfront lot abuts up to Discovery Bay. The property is approximately .71 acres. Most of Adelma Beach's waterfront lots have been developed. There is an existing house and shed already built in the 150' critical areas buffer. The high bank is very steep and the existing vegetation is composed of Douglas firs(Pseudotsuga menziesil), Pacific madrone (Arbutus menziesil) and Salal (Gaultheria shallon). A top of the bank, is planted with lawn grass around the existing cabin/house. The area further upland into the buffer from the bank (approximately 70' from top of bank), is Douglas fir(70%Pseudotsuga menziesil), Pacific madrone(30%Arbutus menziesil), Salal(80%Gaultheria shallon) and Himalaya blackberry (20%Rubus discolor). This area is probably the most representative of the natural community that existed prior to landscaping the top of the bank with lawn grasses and the building of the existing cabin/house. EXISTING HABITAT & SPECIES DOCUMENTED WITHIN AREA: *For all species and habitats listed below, see Appendices B for the mapped location for their/its presence. ESTURINE INTERTIDAL The map shows that the water body in front of this parcel is mapped as"Esturine Intertidal". The priority habitat is"Aquatic Habitat". Even though this habitat is extremely important and deserves protection, it is not listed by WDFW as being endangered,threatened or sensitive and none of the mapped presence extends over this parcels property lines. PACIFIC HEARING (Breeding Area) State Status: Candidate Species Federal Status: Species of Concern Pacific herring are plankton feeders, primarily feeding on copepods, amphipods, fish larvae, and mollusks. One of the most abundant species in the food chain, Pacific herring often serve as food for many other marine species, including salmon,marine mammals, and seabirds. (From http://www.psmfc.org/habitat/edu herring fact.html) Pacific herring spawn in the near shore environment by depositing their eggs onto kelp and eel grass. The success of their reproduction is susceptible to human action such as drainage from development. Deleo Parcel#001324001 4 HARDSHELL CLAM AND GEODUCK Maps show that just off shore of this parcel are hard shell clam and geoduck beds. Hard shell clams and geoducks have considerable ecological, social and cultural value. They are filter feeders that maintain water clarity and quality by clearing it of excess plankton. They serve as a food source for higher level carnivores such as crab, moonsnails and seastars. *Even though all these species and habitat are extremely important and deserve protection, none are listed by WDFW as being endangered,threatened or sensitive. DIRECT EFFECTS FROM FUTURE CONSTRUCTION: As mentioned earlier,there are no current plans to construct anything yet within Jefferson County's Critical Areas. However,when the time comes, all of the Best Management Practices should be followed to protect the shoreline buffer, and the marine environment, which is also a Fish and Wildlife Habitat Conservation Area. All building or ground disturbing activities within the 150' buffer require a Habitat and Mitigation Plan. The direct effects from any land disturbing activities and construction of a home will involve loss of vegetation and the increase in impervious surfaces. All development leads to degraded water quality. Run off to the marine environment may occur from pollen,bird feces and particulate being washed down from impervious surfaces unless impervious surfaces downspouts are aimed onto splash blocks to gravel filled trenches are put in place. Removal of existing vegetation will further the chance of pollution to the marine environment. Silt screens must be put in place to minimize all sources of run off until all disturbed areas, except where permanent structures will remain, be replanted as soon as construction is complete. For better protection, silt screens should remain in place until newly replanted vegetation is established and has the ability to absorb run off. Other direct effects will be the noise and possible oil and fuel leaks from equipment. Again, silt screens may reduce such risks to the marine environment. If the below is followed,the disturbance should lessen the impacts to the health of the priority habitat and species using the area around the subject property. Deleo Parcel#001324001 5 STEPS TO MINIMIZE IMPACT TO LOCAL HABITAT AND SPECIES: 1. All structures shall not exceed 35' in height 2. All outdoor lighting shall shine away and not towards shoreline 3. A grading plan must be submitted 4. Prior to any construction,a drainage and erosion control plan must be submitted 5. All sediment must be contained on site with silt screens 6. All noises from construction must take place in day light hours only 7. Retain trees,understory and stumps that may be subsequently cleared. Only in the project area will it be permitted. 8. All heavy equipment must have covered oil pans and checked daily for any leaks. 9. All refueling of equipment must be done outside of the 150' shoreline buffer. 10.All areas that were disturbed out side of the project area must be replanted immediately. INDIRECT EFFECTS: Indirect effects are those effects that are caused by or will result from the proposed action and are later in time,but are still reasonably certain to occur(50 CFR 402.02). Possible indirect effect: Increase in impervious surfaces that could cause run off. Run off may lead to down-slope erosion and non-point source pollutants to Discovery Bay. Impervious surfaces are those surfaces that do not allow the downward passage of water. They can result in flooding due to the velocity that inhibits the absorption rate to recharge groundwater supplies. Best Management Practices must be implemented to reduce the impacts from the impervious surfaces to protect pollution running into Discovery Bay and control down slope erosion of the bank. It is recommended that the roof run off from any future structure follow"Stormwater management Manual for Western Washington"BMP's to protect the nearshore water quality. BMP T5.10 recommends a downspout diversion, splash blocks or gravel filled trenches, or a standard dispersion trench. The expected outcome is to reduce or eliminate any discharge to the marine environment by reducing flooding and allowing for absorption to reach the groundwater table. Deleo Parcel#001324001 6 MITIGATION AND PLANTING PLAN FOR ANY FUTURE CONSTRUCTION On Parcel #001324001 INTRODUCTION: As per Jefferson County's Critical Areas Codes,all land disturbing activities must have a mitigation plan to accompany it. This mitigation plan is to help mitigate any adverse impacts that may be caused to Jefferson County's Fish and Wildlife Habitat Conservation Area. As mentioned earlier,there is no current proposed project. The planting bed will be no smaller then the actual footprint of the actual structure. PLANTING PLAN: Since there is no currents set of construction plans,the following example will be followed. If there is a building foot print of 50X50,then the planting bed shall be the same square footage. The key consideration in meeting the performance standards for planting of species is to select and plant the same variety of native shrub and tree species that can adapt to the upland sites and are tolerant of salt air. All planting of shrubs and tree's in Jefferson Counties critical areas,must be planted by the use of a hand tool and no machinery devices. The shrubs and trees planted in the planting bed should be watered every other day for two weeks. If precipitation is sufficient to provide enough moisture, less frequent watering may be permitted. There are not many shrub and tree species that are not palpable to browsing deer. It is advisable to protect all the new shrubs by establishing some type of individual plant shields until the plants become well established and are able to withstand browsing. The table below is the recommended planting list for the planting bed. All were selected from WDFW, Landscaping design for wildlife. All tree species shall be planted 5 feet on center and all shrub species will be planted 3 feet on center. All tree and shrub species will be planted in a random fashion to depict the character of the already existing non disturbed portion of the buffer on the bank. No herbicides may be applied within the buffer un less it is done by a licensed aquatic applicator. Deleo Parcel#001324001 7 'TABLE 1 PLANTING TABLE Based on a 50x50 foot structure COMMON NAME& MATURE WILDLIFE WHY SELECTED • NUMBER SCIENTFIC NAME SIZE HABITAT NEEDED IMPORTANCE • SIZE Doug Fir 200+feet Perches for shorebirds Salt spray/mist tolerant and • 8 Pseudotsuga menziesii and birds of prey such grows well along costal • Root plugs as the balk eagle and environments. hawks. Ground foraging mammals feed off of cones. Pacific Madroe Up to 90' Important to cavity Salt spray/mist tolerant and • 8 Arbutus menziesil nesting birds. Grows grows well along costal • Root plugs well mixed evergreen environments. and deciduous species. New foliage is palpable to big game. Berries are palpable to deer, birds and small mammals Red Elderberry 6-12' Important to riparian It thrives in poor gravelly soils • 8 Sambucus racemosa areas to control and extensive root system on • Root plugs erosion. Excellent for slopes,which makes it excellent providing cover for for erosion control. many birds species. Berries are palpable by deer's,bears,many birds species and small mammals. Nootka rose 3-6' Hummingbirds and Nootka rose spreads by runners • 10 Rosa nutkana bee's are attracted to thereby created a dense thicket • 1 gallon the sweet flowers. that can aid in erosion control of Provides shelter for banks. birds and small wildlife. *Since the Deleos are going to continue using the area where the existing house is,the foot print of there home must be considered. Up above the bank where the existing vegetation is of the original community is where they hope to build(117.5'). Since this community of vegetation is the original existing community, some enhancement can take place but limited. Removal of the Himalayan blackberry can also help mitigation efforts. Deleo Parcel#001324001 8 *The county may recommend additional species for the proposed project that are not mentioned in the table above. *For every increase of 10' to structure beyond 50X50, increase the number of trees planted to 4 and increase shrubs to 8. MONITORING: All planting beds should be monitored for at least three years. This property has many browsing deer in the area. The owner can contact my self and we will set a yearly date once the future project is completed. After every inspection I will submit a one page letter of the percent survival and document how many species were lost and when they will be replanted. Letter will be submitted to Jefferson County Department of Community Development to put in the applicants file. Once the applicant completes the installation of a structure and the planting bed is established, I, Meehan-Roulst Wetland Delineating, will return to the property and take photos, document what species were planted, how many survived and their location. If any plants appear to look diseased or weak,the owners are obligated to replace them with healthier ones. The location of any future structures is not established yet. Once it is, the owner will contact me so I can return and establish the exact location of the planting bed and again, submit a one page letter and map of the mitigated planting beds location. PERFORMANCE STANDARDS: Performance standard criteria to determine if the goals and objectives are met will be survival rates of planted vegetation species on the enhancement portions of the buffer. The rehabilitation monitoring plan will consist of having all the plants be alive at the end of five years. CONTINGENCY PLAN: In the event the selected plants fail to thrive, corrective measures will be implemented. Investigation into the cause of the failure will be determined. If it was from browsing deer, deer nets shall be made taller. If failure to thrive is the result of too much water, or too little, mulch shall be applied to correct it. If there is no identifiable cause to the planting beds failure, a new selection of plants will be needed. For the selected species survival, all non native plants and weeds must be removed. Deleo Parcel#001324001 9 APPENDIX A Vicinity Maps and Building Envelope ou •-,-) o cr, Co ..., o., cki -4. 10 N ,--• 4.1 00 rn 10 ta, r11 rn 01 I iii 'it 0\ :.' CA F. VI :777 (1.) > -,,-.....„ , -el },..4 i t....--......I ........„..,j ii 4) ...... ' „, 0 12) i 8 o es i 711 1 ni 0 r9 4. 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Lis tci 1J ■0 5: "CS (So -- 1 1 APPENDIX B Priority Habitat and Species Maps HS on the Web http://fortress.wa.gov/dfw/gispublic/prodphsontheweb/viewer.aspx?a... • Help FAQs nssYa cr ofS-cti� — —yoca .—_ PHS Features Found Common Name Scientific Priority Area Display Feature Full Record Name Resolution Type Forage Ash Surveys(show) Null Breeding Area AS MAPPED Line Show Full . Record Forage Ash Surveys(show) Null Breeding Area AS MAPPED Une Show Full Record • Forage Fish Surveys(show) Null Breeding Area AS MAPPED Line Show Full J Record Pacific herring(show) Clupea pallasi Breeding Area AS MAPPED Area Show Full ESTUARINE INTERTIDAL Aquatic Show Full H I')-.• Null Habitat MAPPED Area Record Common Name Scientific Priority Area Display Feature Full Record Name Resolution Type o: Disniss 1 0 500 7can Imagery Date:2009 —€: . yap Views Toggle PHS PHS View Source 3f 1 7/21/2011 10:52 PM .0 = rn . o 0 it I0 0- 1— 0 el co , .. 0 ••■ kW 1 1. t i Si —1 I - ) —I OD 0 03 . 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RANGE 02 W I RANGE 01 W I ANGE,01_E-- co a z z ( Ceoar mMr�o / -"I i''')- '..,) / cc,<3 o i - .\))\).) F a i '. !I3' I z @ I 3 1 F 1 . 7A-'\-li? 1 i • fi i I Z i ; . i a.L! z 1 3 i F � — gym ! 1 + 3 i i ^^ems 1 •-- z-z–i i s I z 0 i e i .. -i / LEGEND: I RIVERS APO STREAMS 1 - SALMOMO PRESENCE i i SA INORIOREARING i -- ( / G z I (/ N (rS a. / i - -.,,,_—---7 I I F II s--------\( i V I I .• ) /)1 SALMONID PRESENCE,REARING,&SPAWNING ING .74—._ .. --- EASTERN JEFFERSON COUNT WASHINGTON My 1599 'f smk m uAee ° _._�®g1y (, - -... /a RANGE f d W I RANGE 01 W I �' RANGE 01 E , ' APPENDIX C Photos of Parcel �,I i 1�: •�'., ." 4,•cy,1,N, 1R°-:'A •« 0 t"a '�ii 1. .� Its 6,_ ir FI I 1 • C:' rll w s 5 4 p I i`, 6 Y �► xa % .. ,p,. a' s., Dili to,, ,,,r,.;.r�O . . _.. k A 1.),./ ,1,,, .gt ,,, , , ,,,,,,,,_ , ,..1 vio 1. IN ♦ t ., t '=tea ji: ...,, - ,,4 rAlp: it ! lki_ . 9 4. 14 .e,�. A / ! 4 1 l • 4 R p , f ' v 14 EXISTING STAIRCASE DOWN TO BEACH Eli. . N, i ` tii• ,. 4, 5 . 1 .1.„ I ; ! , ,i 5, t _ A 04 s it t e 1 i. t EXISTING VEGETATION IN 117' BUFFER -1 ` ', _, v:. ' li.: #' ✓',tip, ;fit �. 1� ^ i , fir•' 4 l ,yam .. -Y a� •. r 1. yy A64,4 1 irt**'‘: - 4 t ' . ,. A - . ...,. 1111114.0.,,i-, ' ' •Wo,"40144LiWir.,=.,, -• ' . ,,,„„,,,ip.,- , , ■ ma 3' �w, .Q" Si,, :N)' .,,,A,.♦ ^ t { , 5 ' . . , ::,,,-..4.,. :::•47411,...x.;:c4....w„..„si.--my.404,44,10.1, ,,,'..g.Nii,.,::: '',.1,,.,,-.:1-1•1 -:', .1.11.1r, yn.F,, ..-- ,-all ..slitA it ,..... , V'''' . 7 1 AIL"V ' .:....'VIZ lit , ' * 1 r. OVERSTORY OF VEGETATION GROWING ON WATERFRONT BANK sir ! ' t ! `;'" 1 ‘,:t• tr,no. .f,..:, ..,,, , , i 0•;**40,;.* ,,-..•.y.� ' 44 k M� .p,i , S• • k �iw4. 1 f1 , e r III S i k $ i Zilir 74'. . : 4 iii ,J 1 tit 'Alit Ni . •■•••• ...,„ -1 ''''''''''' a„,..R.*: ":4,41' yam 9 t, .,. 4 f'...., ir �y�t y H b t° li i • ■ t fo UNDERSTORY ON WATERFRONT BANK EXISTING CABIN ON RIGHT OF PHOTO DRAFT - NOT A VALID PERMIT JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ({" UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT rtiz APPLICANT: JEAN C DE LEO TRUSTEE JEAN C DE LEO REV TRUST / iut U .2 1729 WASHINGTON ST PORT TOWNSEND WA 983686930 DATE ISSUED: DATE EXPIRES: / G - /d- MLA NUMBER: MLA10-00252 ] G� PROJECT CONTACT:Donna Frostholm -117 PROJECT DESCRIPTION: pa—ft. SPAAD - Site Plan Approval Advanced Determination for residential development PROJECT LOCATION: Parcel number 001 324 001, Section 32, Township 30N, Range 1W, WM, located at 450 Adlema Beach Rd, Port Townsendm 98368 CONDITIONS: 1.) The project proponent shall apply for and obtain a building permit prior to beginning any work approved under this SPAAD. 2.) The project proponent shall apply for a shoreline exemption for single-family residential development at the time of building application. 3.) The project proponent shall apply for a septic permit at the time of(or prior to) building application. 4.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 50 feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed building envelope. No construction shall occur within 50 feet from the top of the marine bluff. The slope at the east end of the old road bed is stable and is not considered to be a landslide hazard area. 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.) 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. 7.) A Habitat Management Plan (HMP) prepared by Meehan-Roulst Wetland Consulting was submitted on February 21, 2012. The HMP was submitted for reducing the 150-foot fish and wildlife habitat conservation area buffer to 117.5 feet(112.5 feet buffer reduction plus 5-foot building setback). Mitigation includes removal of non-native invasive species (such as Himalayan blackberry, ivy, and scotch broom) and replanting with 10 Douglas fir(Pseudotsuga menziesii), 10 Pacific madrone (Arbutus menziesii), 10 red elderberry (Sambucus racemosa), and 12 Nootka rose (Rosa nutkana). Plants shall be installed in the area bounded on the west by the top of bank (shown on the site plan as break to shoreline) and the existing north-south roadway to the east. Any plant substitutions must be approved by Jefferson County Department of Community Development prior to plant installation. Non-native and landscaping varieties are not appropriate substitutes. Removal of existing native plant species within the fish and wildlife habitat conservation area buffer, except for those within the building envelope, shall not be permitted. 8.) The project biologist shall be onsite to oversee the removal of non-native plant species from the mitigation area and the installation of native plant species. Removal of existing native plants species from the mitigation area shall not be authorized under this permit. 9.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 10.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 11.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk(or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 12.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 13.) Duration of Approval -Several of the included findings shall become conditions upon the submittal of a building and septic permit. The duration of approval of the Site Plan shall be effective for five (5) years from the date of original approval by the Administrator. If a building permit has not been issued within the five (5)year period, the Site Plan Approval Advance Determination (SPAAD) cannot be revived or extended except by new application that must meet all the existing criteria and conditions listed in this Section. Knowledge of the expiration date shall be the responsibility of the applicant. The county will not provide notification prior to expiration. Limitations of Approval -Approval of the site plan shall not guarantee the performance of specific site features or improvements (e.g. wells, septic systems, stormwater drainage facilities, etc.) and shall not be immune from changes in state or federal law which are enacted or have an effective date after the date of the Site Plan Approval Advance Determination (SPAAD) and which may affect the performance and implementation of the site plan and associated use or activity. Any subsequent land division or boundary line adjustment of a parcel or lot which has received site plan approval advance determination under Article VII, Chapter 18.40 JCC 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 Article VII, Chapter 18.40 JCC for criteria pertaining to modifications). 14.) 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. 15.) The setback from the road right-of-way is.20 feet, the side setback from adjacent parcels is 5 feet, and the shoreline setback is 40 feet from Ordinary High Water Mark (OHWM) along the west side of the property. The approved site plan shows that construction will occur at least 117.5 feet from the OHWM. 16.) At the time of building application, a stormwater plan in compliance with the Stormwater Manual for Western Washington shall be submitted. If the proposal cannot meet the prescriptive requirements of the stormwater manual, an engineered stormwater plan shall be required. 17.) The building height shall not exceed 35 feet. 18.) At the time of building application, the a pp licant shall demonstrate proof of potable water. 19.) A BUILDING FINAL CERTIFICATE OF OCCUPANCY SHALL NOT BE ISSUED UNTIL THE APPROVED MITIGATION PLAN HAS BEEN COMPLETED, AND DCD HAS REVIEWED AND APPROVED THE MITIGATION FOR COMPLIANCE WITH PERMIT CONDITIONS. THE APPLICANT SHALL CONTACT DCD (360-379-4450) TO SCHEDULE REVIEW AND APPROVAL OF THE MITIGATION AREA. 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 finaled Septic System Record under SEP86-55 may not be used for any new construction. Any development application for a structure shall comply with the requirements of the current Jefferson County Code. JCC 8.15.060 Use of SEP86-55 for the existing residence will require a repair or modification permit from the health department prior to any building permits for the existing residence. 3.) 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. 4.) 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. 5.) This SPAAD is for future single-family residential development on a parcel along Discovery Bay. This segment of the shoreline is designated as Suburban. This permit vests the proposal to shoreline requirements in Chapter 18.25 JCC, but is not a shoreline permit. The project proponent is to apply for a shoreline exemption for residential development at the time of building application. This SPAAD is limited to construction of a new residence within the building envelope shown on the approved site plan and does not include any future work or the existing residence. 6.) An April 14, 2010 Code Interpretation by the Jefferson County Planning Manager, which was prepared in response to EHB 1653, addresses permitting requirements when critical areas occur within shoreline jurisdiction. Based on this Code Interpretation, this SPAAD is subject to the critical areas requirements specified in Chapter 18.22 JCC (Critical Areas). 7.) The application was reviewed by the Jefferson County Department of Community Development staff for the potential presence of Critical Areas under the provisions of the Jefferson County Code (JCC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following Critical Areas were confirmed to be present on the subject property: geologically hazardous area (unstable shoreline slope stability, seismic hazards, moderate landslide hazard); fish and wildlife habitat conservation areas (listed species in marine water); and seawater intrusion protection zone (coastal). 8.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 9.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells 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. 10.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Polio} (Resolution 44-22, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 11.) Discovery Bay is a Fish and Wildlife Habitat Conservation Area requiring a 150-foot buffer from the ordinary high water mark(OHWM). The western edge of the building envelope is 117.5 feet from the OHWM and a Habitat Management Plan prepared by Meehan-Roulst Wetland Consulting was submitted on February 21, 2012. 12.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 13.) The site plan, as submitted for the SPAAD application on July 21, 2011, has been reviewed for consistency under the JCC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated February 22, 2012 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 14.) This approval is for a SPAAD for future construction of a single-family residence only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 15.) The parcel has been designated as Rural Residential 1:5 (one residential dwelling unit per five acres) under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 16.) The property is located at 450 Adelma Beach Road. 17.) The proposal was reviewed against criteria specified in Article VII (Site Plan Approval Advance Determination), • Chapter 18.40 of the Jefferson County Code. 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, the Shoreline Master Program, and the provisions of the Jefferson County Code. Staff comment: The application was reviewed for consistency under the provisions of the Jefferson County 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: The parcel totals approximately 0.75 acre, and the site plan (dated July 6, 2011; submitted July 21, 2011) complies with JCC Table 6-1: Density, Dimension and Open Space Standards. This application is for a Site Plan Approval Advance Determination for future construction of a single-family residence. Jefferson County Department of Environmental Health reviewed the application and approved it based on the site plan received on July 21, 2011. 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. This SPAAD, as proposed, is within the Quimper Water Service Area and the applicants submitted a Public Utility District#1 Water Availability Notification (dated June 22, 2010). The applicant shall provide proof of potable water at the time of building permit application. This SPAAD does not vest for potable water. Access to this parcel is provided by Adelma Beach Road (C602309), which is a local access road. 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. At the time of building application, a stormwater plan in compliance with the 2005 Stormwater Management Manual for Western Washington shall be submitted. If the proposal cannot meet the prescriptive requirements of the Stormwater Manual, an engineered stormwater plan shall be required. 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 Article VII, Chapter 18.40 JCC 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. 18.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County 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 IFisheries 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 clevelopinc adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet(1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term"take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species"taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. APPEALS: Pursuant to RCW 36.70C,the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court within twenty-one (21)candar days of the date of issuance of this land use decision. 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V O ID co -I CD a O ,- O O (�� 7 � C za CD 70 I D Q cn -''''' ` ,', Jefferson County D C D Invoice No. 12-022 621 Sheridan Street , Port Townsend, WA 98368 * ,y t,� ;c�' (360) 379-4450 fax(360)379-4451 INVOICE - Customer Name Jean C DeLeo, Trustee Date 2/22/2012 Address 1729 Washington St Case# City Port Townsend State WA ZIP 98368 Case# MLA10-252 Phone / Case# Qty Description Unit Price TOTAL 2.75 Additional Hrs of Consistency Review in 2011 $71.00 $195.25 3 Additional Hrs of Consistency Review in 2012 $74.00 $222.00 Planner-Donna Frostholm MLA10-252 SPAAD St Please Mail to: Q 621 Sheridan Street 0 ;Port Townsend, WA 98368 C Please Make Payable to: 1 Jefferson County SubTotal $417.25 Payment Details Q Cash \ O Check O� Outstanding TOTAL I $417.25 Name Check# Office Use Only Receipt# ,+'+,,AZ 54M. "m..B.44.& 4,1M,.,..,,W,,, \.....::Y\.\e..-?,\..r ... .\.o.S,„:3.."a V,,,, \\\ ,WI..''^.4,,,,V..1.S\\\\\\`,-...d 4....:. . „,,,,,,, ,...70,,eL'a\.\J,,,,.. ”-pU``..v.\..'. :".k :@M\\\V.: Department of Community Development Rose Ann Carroll From: Donna Frostholm Sent: Wednesday, February 22, 2012 12:30 PM To: Rose Ann Carroll Subject: Invoice DeLeo MLA10-00252 SPAAD RAC: Could you send an invoice to Jean C. DeLeo Trustee for additional SPAAD review time needed for their property located at 450 Adelma Beach Road. TM shows the primary address as: 1729 Washington St, PT 98368. Please bill for 5.75 hours of work. Of this, 3 hours are in 2012 and 2.75 hours were in 2011. Thanks, Do-wvta.Frosthonvv Associate Planner/1WetlandSpecialist Jefferson County Department of Community Development 621 Sheridan Street Port Townsend-Washington 98368 dfrostholm@co.jefferson.iva.us 360379.4466 Department of Community Development is open from 9:00 to 4:30 Monday through Thursday;DCD is closed on Friday. All e-mails sent to and from this address will automatically be archived by Jefferson County and emails may be subject to Public Disclosure under Chapter 42.56 RCW. 1 / 50eet_ 7111,S_Tie.L. 3 L. .6 ,Peo ■Ai GI+ ttt ci i ' u1ec i (I +A O-C 5) e2S-0 ryle;t (iryl U r\rt p 61— CAN' b -r-f -et Dato'd ei-v■ ,7:)1 2 sc-)46Ly-\ -1--hyLp Table ( -r --R nuA/2)- bc g 44 psme (0 > 2-0 tNe-ME A '. s<krbt (9_5 t2o ti( gsoN �o JEFFERSON COUNTY �� DEPARTMENT OF COMMUNITY DEVELOPMENT ti g, b )-C 1 621 Sheridan Street Port Townsend, WA 98368 Al Scalf, Director October 31, 2011 JEAN C DE LEO TRUSTEE JEAN C DE LEO REV TRUST 1729 WASHINGTON ST PORT TOWNSEND WA 983686930 RE: SITE ADDRESS: 450 ADELMA BEACH RD CASE#: MLA10-00252 Dear JEAN C DE LEO TRUSTEE: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project FINAL NOTICE: IF ALL INFORMATION NEEDED TO APPROVE THIS SPAAD APPLICATION IS NOT SUBMITTED BY THE DATE BELOW, THIS APPLICATION WILL BE CANCELLED. AS NOTED IN THE JUNE 9, 2011 LETTER, PROPOSED CONSTRUCTION WITHIN A FISH AND WILDLIFE HABITAT CONSERVATION AREA MUST BE ADDRESSED PRIOR TO SPAAD APPROVAL. The site plan received July 21, 2011 shows the proposed building envelope 117.5 feet from ordinary high water mark. Based on this, a Habitat Management Plan must be submitted that complies with Chapter 18.22 JCC. The Habitat Management Plan must be submitted by the date listed below or the SPAAD application will be cancelled. If you have any questions, I can be contacted by phone at 360-379-4466 or by email at dfrostholm @co.jefferson.wa.us . Please submit the above information to the Department of Community Development by January 29, 2012. 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. Si erely, Department of Community Development'Staff c: File BARBARA BLOWERS Building Permits/ Inspections Development Review Division Long Range Planning (360) 379-4450 FAX: (360) 379-4451 Donna Frostholm From: Barbara Blowers [waves @olympus.net] Sent: Thursday, December 08, 2011 10:07 AM To: Donna Frostholm Subject: RE: DeLeo mis 10-00252 This is too ridiculous for words; I have advised them, again, to do the Habitat management Plan. Barbara From: Donna Frostholm [mailto:dfrostholm©co.jefferson.wa.us] Sent: Thursday, December 08, 2011 9:26 AM To: Barbara Blowers Subject: RE: DeLeo mis 10-00252 Barbara: I went back out to the DeLeo property to review site conditions relative to the most recently submitted site plan (received July 21, 2011) and requirements in Article IX of Chapter 18.22 JCC, which pertains to CASPs. To use the CASP process for reduction of a critical area buffer,the proposal needs to meet JCC 18.22.461(4), which says: CASPs must provide equal or greater protection of critical area functions and values than the prescriptive standards of buffers and setbacks. Based on my review of existing site conditions,the submitted site plan, and CASP code requirements, it appears that there is insufficient area available on the property to conduct mitigation to meet the above-mentioned CASP code requirement. However, this could be re-considered under either of the two following ways: 1. If the proposal was revised to include demolition of the existing residential structure such that the area between the top of shoreline bank and the existing roadway could be planted with native vegetation,then a CASP could likely be approved. 2. If the engineer who prepared the geotechnical report for this project determines that removal of non-native plant species and installation of native vegetation on the steep shoreline slope will not affect slope stability and submits a stamped, signed addendum letter stating this,then a CASP may be feasible. The addendum letter would also have to include site-specific details and recommendations about plant installation methods to hold the slope stabile during plant installation and post-installation. The Jefferson County Code requires that buffer reductions be addressed by the applicant in order to issue a permit. To move forward with permitting of this SPAAD, it appears that there are three options for you to consider: 1. Submit information that meets either 1 or 2 above to continue consideration of using the CASP process to reduce the fish and wildlife habitat conservation area buffer. If you decide to go with this option, please keep in mind the January 29, 2012 deadline from the Final Notice letter, which was sent out on October 31, 2011. 2. Request that Washington Department of Ecology complete a third party review of my assessment of the proposal relative to CASP permitting requirements. If you would like Ecology to make a recommendation as to whether a CASP could be used based on the site plan submitted July 21, 2011, please let me know by Monday, December 12 and I will initiate that. 3. Submit a Habitat Management Plan for DCD review before the January 29, 2012 date specified in the Final Notice letter. Just as a reminder, when an administrative buffer reduction is proposed (as in the DeLeo case), it is generally easier and less expensive overall for the applicants to prepare a Habitat Management Plan for permitting than to go through the CASP process. While you have options to choose from, I thought I should point this out. Regards, Donna Frostholm 1 DCD Planner From: Barbara Blowers [mailto:waves @olympus.net] Sent: Monday, December 05, 2011 5:05 PM To: Donna Frostholm Subject: RE: DeLeo mis 10-00252 You are not getting it; that will cost them another$1500 which they DO NOT want to pay. that is why they want a CASP. I don't see why they can't do a CASP. From: Donna Frostholm [mailto:dfrostholm @co.jefferson.wa.us] Sent: Monday, December 05, 2011 4:37 PM To: Barbara Blowers Subject: RE: DeLeo mis 10-00252 Barbara: Since the applicants are at least 117.5 feet from OHWM, it would likely be easier and more cost effective to prepare a Habitat Management Plan for SPAAD permitting. Based on a previous site visit to the property, it did not appear that a CASP would work for this parcel. Unless I hear from you otherwise later today or tomorrow, I will schedule another site to the property later in the week to determine if a CASP is possible based on the most recent site plan DCD received (which was submitted July 21, 2011). From: Barbara Blowers [mailto:waves @olympus.net] Sent: Monday, December 05, 2011 11:26 AM To: Donna Frostholm Subject: DeLeo mis 10-00252 They decided they would try to d a CASP. They are sick to death of spending mney on this permit. Can they do a CASP and be done? Barbara 2 m n Q c U O N a°,oL' m 10212- 2 eg°E O N 8 • 0-F; 'SS. 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They are sick to death of spending mney on this permit. Can they do a CASP and be done? Barbara 1 Donna Frostholm From: Randy Marx Sent: Monday, July 18, 2011 4:44 PM To: 'Barbara Blowers'; Suzanne Martin Cc: Donna Frostholm Subject: ZON10-63 DeLeo & Cotton/Hicks ZON10-59 Attachments: image001.gif I have reviewed the revised plot plans for the above two projects (SPAADs) Neither plot plan fully addresses the bullet items that we discussed in office on 10/8/10. (see below) Befor health can sign off on these SPAADs the following needs to be fully addressed: SPAADS applications where there is current development on the property: • Show existing septic system (tank& drainfield) and all structures • Designer statement that septic system is not currently failing in any way and appears to be installed as permitted (if applicable) • Designer statement that there are not any septic code violations on the property, ie, outhouses, plumbed buildings not connected to the septic system, etc. • Brief project proposal that describes the future of the existing septic system and how remaining buildings sewage will be handled. • Keep in mind that a SPAAD approval is health's approval to expand the use of the property. This means that all septic systems on the property would likely need meet current code. DOES YOUR SPAAD APPLICATION REFLECT THIS CLEARLY? Zassdy_ 11ta kx Always Working For a Safer& Healthier Jefferson County 360 385 9444 ><((((> ><{(C'> ><( ((°> ><(((r> ><{{f'> ><((((°> >< (( °> ><((((> ><((((°> ><> ><> ><{{{ ><»<>><((((5. ><{{f.> ><{{f'> ><{{{ ><> ><c{{ ><( ( °> >< (("> ><((((°> ><((((°> ><((((> ><{{f'> ><( ((`� Online Septic Permits Web Link Environmental Health Web Site 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 1 Donna Frostholm From: Barbara Blowers [waves @olympus.net] Sent: Wednesday, June 15, 2011 12:17 PM To: Donna Frostholm Subject: DeLeo mla 10-00252 Please extend this application. They are still considering the CASP issue but even more the septic issue. Barbara 1 co JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT rxi 621 Sheridan Street � O� Port Townsend, WA 98368 1-/ING Al Scalf, Director June 9, 2011 JEAN C DE LEO TRUSTEE JEAN C DE LEO REV TRUST 1729 WASHINGTON ST PORT TOWNSEND WA 983686930 RE: SITE ADDRESS: 450 ADELMA BEACH RD CASE#: MLA10-00252 Dear JEAN C DE LEO TRUSTEE: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project ***SECOND NOTICE*** THE FOLLOWING WAS REQUESTED IN A LETTER DATED JANUARY 27, 2011. PLEASE BE AWARE THAT A SPAAD APPLICATION CANNOT BE ISSUED WITHOUT APPROVAL FROM JEFFERSON COUNTY ENVIRONMENTAL HEALTH BASED ON A REVIEW OF THE SEPTIC SYSTEM, AS SHOWN ON THE SUBMITTED SITE PLAN. IN ADDITION TO THE ITEMS BELOW, SUBMIT ANY INFORMATION REQUESTED BY ENVIRONMENTAL HEALTH. The site plan needs to be revised to show the 150-foot Fish and Wildlife Habitat Conservation Area (FWHCA) buffer and the 200-foot area under shoreline jurisdiction. The proposed building envelope is located within the FWHCA buffer. Development within a FWHCA requires mitigation. Unless the building envelope is located 155 feet from the Ordinary High Water Mark (150-foot buffer plus 5-foot building setback), mitigation will be required. A buffer reduction of 25 percent or less can be approved administratively with an approved Habitat Management Plan. In the case of your parcel, this would require the building envelope to be located at least 117.5 feet from Ordinary High Water Mark and submitting a Habitat Management Plan that addresses the buffer reduction. To reduce a buffer by more than 25 percent, the first step is to determine if a Critical Areas Stewardship Plan (CASP) can be approved. Based on a site visit I made to your property, it appears that Jefferson County Code (JCC) 18.22.461(4) may not be met. This code requirement pertains to providing mitigation equal or greater protection of the FWHCA buffer functions. If a FWHCA buffer cannot be reduced by either of the above means, then you may apply for a Reasonable Economic Use Variance. The requirements for approving a Reasonable Economic Use Variance are specified in JCC 18.22.090, and the proposal would be reviewed by the Jefferson County Hearing Examiner at a public hearing. In order to approve your SPAAD, the proposal must either be moved outside of the FWHCA buffer or a mitigation proposal that meets code requirements must be submitted. The enclosed sheet has additional information about buffer reductions. If you have any questions, feel free to contact me by phone at 360-379-4466 or by email at dfrostholm @co.jefferson.wa.us . Building Permits/ Inspections Development Review Division Long Range Planning (360) 379-4450 FAX: (360) 379-4451 PtUkto - coZ 2 , C( Please submit the above information to the Department of Community Development by September 7, 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, Department of Ce.i•munity Dev- opment Staff c: e „c Lift Jurx, �L Y��ro'�w n t lea, l lti, ii c -& °wev5 1^^iceY6�+�{ADCV� jazCLVtrn2- ► rlC✓'�.c r� "Y � �� Donna Frostholm From: Barbara Blowers [waves @olympus.net] Sent: Monday, March 28, 2011 8:37 AM To: Donna Frostholm Subject: RE: mal 10-00262 DeLeo This is no problem; now trying to find someone to prepare a HMP --apparently there have been problems with them. Barbara From: Donna Frostholm [mailto:dfrostholm @co.jefferson.wa.us] Sent: Wednesday, March 23, 2011 4:09 PM To: Barbara Blowers Subject: RE: mal 10-00262 DeLeo Barbara: If the proposal can be located at least 117.5 feet from ordinary high water mark, submit a revised site plan showing this. If the proposal can be moved back to at least 117.5 feet,then a HMP would be needed for permitting. From: Barbara Blowers [mailto:waves @olympus.net] Sent: Monday, February 28, 2011 4:18 PM To: Donna Frostholm Subject: mal 10-00262 DeLeo I believe that locating the homesite 117.5 feet back from the shoreline is doable. I do not have whatever thing you said you sen out regarding the habitat plan. More than half of this property is a gully; can we use part of that untouched forestland in the design of the 'habitat plan.' There is really no other area to work in. The area by the cabin is already naturally vegetated and needs no augmentation. I question whether you visited the site. It is so small there is only one place for septic and one place for house. Barbara 1 ............ . . c JEFFERSON COUNTY ,� DEPARTMENT OF COMMUNITY DEVELOPMENT `i A � aMI 621 Sheridan Street O� Port Townsend, WA 98368 NGS January 27, 2011 Al Scat!, Director JEAN C DE LEO TRUSTEE j , JEAN C DE LEO REV TRUST j �// . I Y ' Ce°v 1729 WASHINGTON ST ---� , L Dv/ eG fig 47) -{ U ra PORT TOWNSEND WA 983686930 RE: SITE ADDRESS: 450 ADELMA BEACH RD `Ajit af h CASE#: MLA10-00252 I Dear JEAN C DE LEO TRUSTEE: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project The site plan needs to be revised to show the 150-foot Fish and Wildlife Habitat Conservation Area (FWHCA) buffer and the 200-foot area under shoreline jurisdiction. The proposed building envelope is located within the FWHCA buffer. Development within a FWHCA I requires mitigation. Unless the building envelope is located 155 feet from the Ordinary High Water Mark (150-foot buffer plus 5-foot building setback), mitigation will be required. A buffer reduction of 25 percent or less can be approved administratively with an approved Habitat Management Plan. In the case of your parcel, this would require the building envelope to be located at least 117.5 feet from Ordinary High Water Mark and submitting a Habitat Management Plan that addresses the buffer reduction. To reduce a buffer by more than 25 percent, the first step is to determine if a Critical Areas Stewardship Plan (CASP)can be approved. Based on a site visit I made to your property, it appears that Jefferson County Code (JCC) 18.22.461(4) may�pe met. This code requirement pertains to providing mitigation equal or greater protection of the(FW� HCA buffer functions. Ndr If a FWHCA buffer cannot be reduced by either of the above means, then you may apply for a Reasonable Economic Use Variance. The requirements for approving a Reasonable Economic Use Variance are specified in JCC 18.22.090, and the proposal would be reviewed by the Jefferson County Hearing Examiner at a public hearing. In order to approve your SPAAD, the proposal must either be moved outside of the FWHCA buffer or a mitigation proposal that meets code requirements must be submitted. The enclosed sheet has additional information about buffer reductions. If you have any questions, feel free to contact me by phone at 360-379-4466 or by email at dfrostholm @co.jefferson.wa.us . Please submit the above information to the Department of Community Development by April 27, 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 Building Permits/ Inspections Development Review Division Long Range Planning (360) 379-4450 FAX: (360) 379-4451 rte. i impending expiration. Si cerely, , , _ r• • Department of Co munity Develop -nt Staff c: File BARBARA BLOWERS �g,SoN �o JEFFERSON COUNTY � DEPARTMENT OF COMMUNITY DEVELOPMENT W �, ��a ti v PC I � 621 Sheridan Street 11` O� Port Townsend, WA 98368 DYING Al Scalf, Director January 27, 2011 JEAN C DE LEO TRUSTEE JEAN C DE LEO REV TRUST 1729 WASHINGTON ST PORT TOWNSEND WA 983686930 RE: SITE ADDRESS: 450 ADELMA BEACH RD CASE#: MLA10-00252 Dear JEAN C DE LEO TRUSTEE: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project The site plan needs to be revised to show the 150-foot Fish and Wildlife Habitat Conservation Area (FWHCA) buffer and the 200-foot area under shoreline jurisdiction. The proposed building envelope is located within the FWHCA buffer. Development within a FWHCA requires mitigation. Unless the building envelope is located 155 feet from the Ordinary High Water Mark (150-foot buffer plus 5-foot building setback), mitigation will be required. A buffer reduction of 25 percent or less can be approved administratively with an approved Habitat Management Plan. In the case of your parcel, this would require the building envelope to be located at least 117.5 feet from Ordinary High Water Mark and submitting a Habitat Management Plan that addresses the buffer reduction. To reduce a buffer by more than 25 percent, the first step is to determine if a Critical Areas Stewardship Plan (CASP) can be approved. Based on a site visit I made to your property, it appears that Jefferson County Code (JCC) 18.22.461(4) may be met. This code requirement pertains to providing mitigation equal or greater protection of the FWHCA buffer functions. If a FWHCA buffer cannot be reduced by either of the above means, then you may apply for a Reasonable Economic Use Variance. The requirements for approving a Reasonable Economic Use Variance are specified in JCC 18.22.090, and the proposal would be reviewed by the Jefferson County Hearing Examiner at a public hearing. In order to approve your SPAAD, the proposal must either be moved outside of the FWHCA buffer or a mitigation proposal that meets code requirements must be submitted. The enclosed sheet has additional information about buffer reductions. If you have any questions, feel free to contact me by phone at 360-379-4466 or by email at dfrostholm @co.jefferson.wa.us Please submit the above information to the Department of Community Development by April 27, 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 Building Permits/ Inspections Development Review Division Long Range Planning (3601379-4450 FA v• n\ nc1 ..,.,� .,, .,,, �36v� 379-` 45 impending expiration.Si i cerely, l E ,, r° 0 Department of Co munity Develop -nt Staff c: File BARBARA BLOWERS k� 1 't �VV � an Vn arc i 1- V C t1 . vIY k4� ON 0q, JEFFERSON COUNTY ti DEPARTMENT OF COMMUNITY DEVELOPMENT irtfrb 621 Sheridan Street• Port Townsend • Washington 98368 149, NG(SO 360/379-4450 — 360/379-4451 Fax CRITICAL AREAS What are critical areas? Critical areas include all of the following: aquifer recharge areas,frequently flooded areas, geologically hazardous areas, fish and wildlife habitat conservation areas(FWHCAs), and wetlands. These areas are regulated in Jefferson County (as required under the Growth Management Act) so that the natural environment can be preserved and human health and safety can be protected. Of the five critical areas listed above, FWHCAs and wetlands have buffers to help protect the functions and values that these resources provide. What is a buffer? A buffer is the area immediately adjacent to a FWHCA or a wetland, and the width of the buffer is based on specifications listed in Chapter 18.22 of the Jefferson County Code (JCC). Jefferson County Code requires that development avoid critical areas and associated buffers if possible. If development cannot be designed to avoid these resources,then development impacts are to be minimized to the extent possible and mitigation shall be provided. What happens if a buffer cannot be avoided by development? If a proposed project cannot avoid a critical area buffer, there are three ways that may be used to approve an application: 1. Administrative Buffer Reduction. An administrative reduction can be used to reduce or average the prescriptive buffer widths for FWHCAs and wetlands, assuming the buffer width reduction does not exceed 25% of the prescribed buffer width. The prescribed buffer widths for FWHCAs are specified in Tables 18.22.270(1)and 18.22.270(2) of the Jefferson County Code,while the prescribed buffer widths for wetlands are presented in Tables 18.22.330(1)through 18.22.330(3). A Habitat Management Plan or a Mitigation Plan would be required by Jefferson County as part of project permitting. 2. Critical Areas Stewardship Plan (CASP). A CASP may be used to reduce or average buffers. This process is an alternative to the Administrative Buffer Reduction described above, and additional information about CASPs can be found on the other side of this sheet. 3. Reasonable Economic Use Variance(REUV). If a buffer cannot be reduced or averaged by either of the two ways discussed above, a REUV would be used for project permitting. A REUV would also be used if a proposed development impacts a FWHCA or a wetland. To approve an REUV, a Habitat Management Plan or Mitigation Plan would be required by Jefferson County. How do I know if there is a critical area on my property? Jefferson County has mapping that indicates the potential locations of critical areas within the County. If you know your parcel number and you have computer access, you can view the critical areas that have been mapped in the vicinity of your property. The following link can be used to view County mapping: http://www.co.iefferson.wa.us/; click on the 'Maps'tab; then click on 'Critical Areas';then enter your parcel number in the lower left corner and click on 'Go'. Note that Jefferson County mapping can only indicate if a critical area has the potential to occur on your property, and an evaluation by a qualified professional may be needed for permitting. gr\permitcenter\###forms###\drd forms\current drd forms\casp information handout_fina1060110.doc REV. 1/12/2011 1 CRITICAL AREAS STEWARDSHIP PLAN (CASP) What is a CASP? A Critical Areas Stewardship Plan, or CASP, is a way for an applicant to reduce a fish and wildlife habitat conservation area (FWHCA) buffer or a wetland buffer. A CASP is a report that is prepared based on site-specific conditions and is used for permitting of residential development. The intent of a CASP is to include property owners in decisions that affect their property while still protecting the functions and values of critical areas on and in the vicinity of their property. When can a CASP be used? An applicant may be able to submit a CASP for permitting if the proposed project cannot avoid a FWHCA buffer or a wetland buffer, and if all of the following are met: • The applicant is proposing residential development; • The property is 1/4 acre(10,890 square feet) or larger; • The CASP is being used only for FWHCAs or Wetlands (Category II, Ill, and IV wetlands and Category I wetland buffers, but not Category I wetlands); • The fill materials used for development will be placed outside the FWHCA or wetland; and • The CASP provides equal or greater protection of critical area functions and values than that provided by the prescriptive buffer width. CASP requirements are specified in Article IX of the Jefferson County Code (JCC),which includes JCC 18.22.460 through JCC 18.22.550. These sections of the JCC state what needs be included in a CASP for permitting purposes. How do I know if a CASP will work for my property? If you think a CASP may be applicable to your project, you may request an on-site meeting with Jefferson County staff to discuss the CASP process in greater detail. To request an on-site meeting, complete a CASP Pre-Application Conference Form Request and submit it to Jefferson County Department of Community Development along with the pre-application fee. Be sure to fill out both sides of the form and attach a conceptual site plan showing your proposal. It is suggested that you invite your project biologist to attend the meeting as well. How do I apply for a CASP? To apply for a CASP,the following needs to be submitted to Jefferson County Department of Community Development: • A Master Permit Application (check the Critical Areas Stewardship Plan box); • A CASP report that addresses JCC 18.22.461 through JCC 18.22.530; and • A check for the CASP review fee. More Questions? If you have any questions about critical area permitting, contact the Jefferson County Planner of the Day at 360-379-4450. • g:\permitcenter\###forms###\drd forms\current drd forms\carp information handout_final 060110.doc REV. 1/12/2011 2 "Vs' ca JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ti 4\ 1-4 621 Sheridan Street Port Townsend, WA 98368 kIN� Al Scalf, Director December 20, 2010 JEAN C DE LEO TRUSTEE JEAN C DE LEO REV TRUST 1729 WASHINGTON ST PORT TOWNSEND WA 983686930 RE: SITE ADDRESS: 450 ADELMA BEACH RD 1 MLA#: MLA10-00252 Dear JEAN C DE LEO TRUSTEE: 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, r Department of Community Development Staff c: File BARBARA BLOWERS 124 HARRISON ST PORT TOWNSEND WA 98368 Building Permits/ Inspections Development Review Division Long Range Planning (360) 379-4450 FAX: (360) 379-4451 Map Output Page 1 of 1 ArcIMS HTML Viewer Mao .. rv" .$240,10 1 _ :M AC..k ., ar. �,. - r1 i 4f } J ' 4 '1`.- JC Roads r,.�i I maii 7 F m It 1 # 21.1 1 1 Parcals H S —i c_' . l vt' Contours ' 10 Foot Contour _ f 90 Foot Contwra 2045 Aerial Photos �� , f r k v 31tU11 '� I .. sk ice. ,... ola k -,..,),* ..-ae, 1„,,...t. ,, _ , . rt. i , ........ , ,, _ i %, , ,,, i., '‘O 1 iii ay.. I P FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Dec 20 12:24:00 2010 A ,/{D ?Ct 14 61--kim 6' -1- 117 ) i&sLe,e,e_d__ , 1, 1 . 1 i, 6--fry po-/r-e--d, http://gis server/servlet/c om.esri.e srimap.Esrimap?S erviceName=ovmap&ClientV ersion=... 12/20/2010 December 20, 2010 Dear Reviewer, RE: MLA10-00252 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 001 324 001, Section 32, Township 30N, Range 1W, WM, located at 450 Adlema Beach Rd, Port Townsendm 98368 Comments must be received within fourteen (14) calendar days or by January 3, 2011. 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: / 0: << N.) / / �omd � N WC71C � � mmm N OD I+ ` 3 oo (D jU = (\^�J/ CD w 0'0 m c �p N O N CS 6 3. ° m °» �� < m .1111 2 :r / ►- yv� m N. _. �/ � Vj:iI N 01 _ Q �, o »m3 • x n o ° d d o I a'0 mo - 1+ R. `.. Oo-o Ft i 01 .) m • + x - c a= ° - °' n""� Cn Q T.' - �' CC maamwmoNS) ,-� i I+ I+d. •G Q . — . 3 o n i - ,<N N d N .G • "` 1 I• - ..- - f dsE-Im -gym ? _ �� 1+ C}t aD a CD CO <m•< 8 y ► C2 --- -.._ 7.od0-0 ° m0arm I+/ (D ,' . cp c N a 0 y-n o 7 -u �ya • mo22.m x N n N N W W 2 f CD 0 ° 5mc fDUH CrO CD r CD (-D 01 b: 0 -.a) m o °' -,�, O j Il1 c x = m x m m ai"4 o c 0 o j Z e.._„;#....__._.,..... :�.. ,. ... . x x c 7 0 d 0 N aD v m m aT ° a mo � . , , v; 3 � a5 a x. a N aD p N m rn ` ', a e ' a v. C°�. O ap C d C' C aD •+a 34 d. N (D ri4° ° • . ..' 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CD Cn CJI °o 4 CO -i o 7 C :s m N CP Nw -I 2 v r,Z � ' ° g -o Cn No m no o -I m a � o � fDO z ZL a - o- Page 1 of 1 Colleen Zmolek LA 10 -;t1CD" From: Randy Marx Sent: Thursday, September 16, 2010 3:01 PM To: Suzanne Martin Cc: Barbara Blowers; Colleen Zmolek Subject: ZON10-63, DeLeo SPAAD Hi Suzanne I have reviewed the SPAAD proposal referenced above. There are a few issue that need to be resolved prior to health sign off. 1) The existing drainfield area for the existing home is shown as buildable area. Therefore you need to show a new drainfield area (primary and reserve) for the existing home. Since this would be a new system it would need to be 240gpd min. 2) The proposed building envelope may also have a second residence built on it so a drainfield (primary and reserve) must be shown for the residence as well. Since this would be a new system also it would need to be 240gpd min to meet WAC246-272A. 3) Since your drainfield area is limited you need to show that you can fit 480gpd primary and 480gpd reserve on the property. Show a potential DF layout that does not stack up the sewage. 4) Before health can approve the SPAAD we need a statement from you that the existing septic system is functioning properly. You are not required to do a EES. We need to know if the tank is leaking or there is some other failure in the system as we would not approve a SPAAD with an active failure or malfunction in the system. ift czrwc Always Working For a Safer& Healthier Jefferson County 360 385 9402 ><rrrr°> ><{{{"> ><((rr > ><rrrr°> ><{{{"> ><WC> ><(rrra> ><rrrr > •><rrrr°> ><> ><>• r ><{{{{"> ><»<>><(rrr°>• .><{{{"> ><{{{"> ><{{{"> > > ><>•• r ><{{{">' . ><rrr(°> ><«((°> ><rrrr°>. >< WC> ><((«°> ><{{{"> ><««.9> Online Septic Permits Web Link Environmental Health Web Site 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 9/20/2010 CIVIL ENGINEERING LAND SURVEYING ENOVIC 301 East 6th Street,Suite 1 & ASSOCIATES Port Angeles,Washington 98362 INCORPORATED (360)417-0501 Fax(360)417-0514 E-mail:zenovic @olympus.net May 7, 2010 Ms. Jean C. DeLeo Jean C. DeLeo Revocable Trust 1729 Washington Street Port Townsend, WA 98368 Re: Property at 450 Adelma Beach Road, Jefferson County (Par. No. 001-324-001) Dear Ms. DeLeo: Zenovic & Associates, Inc. presents herein the results of our geotechnical review of the referenced property, located along the east side of Discovery Bay, near Four Corners, south and west of Port Townsend, Jefferson County, Washington. The property is situated on the top of the marine bluff that forms the east edge of Discovery Bay. Access to the site is from Adelma Beach Road, off South Discovery Road, approximately 1 mile west of Highway 20. We understand that your intent is to develop the property for single-family residential use. The marine bluff on the westerly edge of the property is mapped as a Landslide Hazard Area (high risk) as per the Jefferson County Critical Areas Ordinance. The bluff is shown as an unstable area in the State of Washington Coastal Zone Management Atlas. 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 the Jefferson County Unified Development Code. Page 2 Ms. Jean C. DeLeo - 450 Adelma Beach Road May 7, 2010 REGIONAL GEOLOGIC AND SOIL CONDTIONS According to the Soil Survey of Jefferson County Area, General Soil Map, the entire Quimper Peninsula north of the Port Hadlock area is comprised of the Clallam-Hoypus- Dick soil association. These soils are typically well drained to somewhat excessively drained, nearly level to very steep soils underlain by compact glacial till, loamy sand and gravel, and gravelly sand. Inspection of the maps provided in the Soil Survey of Jefferson County Area, Washington (USDA/SCS, August 1975) indicates that surface soils on the entire property are Dick loamy sand, 0 to 15% slopes . The Dick soils are derived from outwash material of the historic glaciation of the area. These soils were deposited during the melting of the ice sheet that advanced and retreated during the Vashon stade glaciation. Meltwater streams terminated along the edges of the receding glacier. These streams carried coarse sand particles, gravel, and cobbles that were deposited along the margins of the glacier. SITE OBSERVATIONS An engineer from Zenovic &Associates, Inc. conducted a site visit on April 30, 2010 to observe the site slopes, vegetation, surface and immediate subsurface hydrology, and evaluate in-situ soils for density. Existing Slopes and Site Conditions The site topography consists of a sloping upland area with broken terrain extending from the top of the bluff upward to Adelma Beach Road to the east at an average slope of approximately 15%. The bluff face consists of an upper portion that slopes at approximately 1 horizontal to 1 vertical for a height of about 40 feet to the top of a nearly vertical 10 foot bank. This bank terminates on the upper beach area of Discovery Bay. This bluff profile is consistent with marine bluffs that are situated along the east side of Discovery Bay. The mechanisms that create this bluff profile consist of a combination of the removal of the colluvial material at the base of the bluff by wave and tidal action of the marine waters and the relatively loose formation of the upland soils. As the colluvial soil is h re drift during periods of extreme high tides transported from the beach area by longs o g p 9 and winter storms, the buttressing effect of these soils on the face of the bluff is reduced. Once enough of the colluvial soil is removed, the weight of the overlying soil at the top of the vertical slope causes the face of the bluff to shear off. The sheared off material becomes the next layer of colluvial material; the top of the bluff recedes due to the shearing of the soil. The rate of the bluff recession is related to the intensity of the storms and the tidal levels. Page 3 Ms. Jean C. DeLeo - 450 Adelma Beach Road May 7, 2010 The upland area of the site has been significantly impacted by prior development of the site and the surrounding area. An old road bed runs through the property parallel to the top of the bluff, about 30 feet back from the bluff. An existing cabin is located on the area between the bluff and the road bed; the cabin is set at the top of the bluff. The roadbed is lower than the surrounding ground, indicating that road construction included removal of a significant amount of the native soils to create the roadway. The bank from the roadway to the native ground to the east of the roadway is approximately 8 feet high and has a slope of 1.5 horizontal to 1 vertical. This bank is stable and does not meet the definition of a Landslide Hazard Area. A driveway extends from Adelma Beach Road to the old roadway. The driveway is a single lane path, minimally developed. Adelma Beach Road is located on the bed of the abandoned Chicago, Pacific, Milwaukee and St. Paul Railroad. A small, gently sloped ravine is located on the property to the south, adjacent to the driveway. Soil Conditions The site soils appear to be consistently the noted Dick gravelly sandy loam as mapped in the Soil Survey. The Dick soils are generally excessively drained and do not have a restrictive layer near the ground surface. A restrictive layer may be present well below the ground surface, but no visible indication of such a layer was noted on the face of the bluff. As a result, the surface soil does not absorb significant water from incident rainfall during the winter months. Vegetation The site is covered primarily with fir trees with a scattering of Madrona trees and an understory of brush, primarily salal and snowberry. The face of the bluff has limited vegetation, primarily salal and sword ferns, with a few small fir trees and two larger alders. In general, the native vegetation covers the vast majority of the site. A limited area of grasses and smaller trees is found around the cabin where the native vegetation was removed to accommodate cabin construction and access. Hydrology and Drainage No groundwater seepage was observed on the property or on the face of the bluff. The area generally has relatively low rainfall for the Olympic Peninsula. The mean annual precipitation is around 12 inches per year and the peak rainfall for the 100-year storm is less than 2.0 inches in a 24-hour period. The combination of low rainfall and porous surface soils limits the impact of incident rainfall on the site. 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. Page 4 Ms. Jean C. DeLeo - 450 Adelma Beach Road May 7, 2010 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 50 feet of the top of the bluff. CONCLUSIONS The bank is shown to be unstable in the Washington Coastal Zone Atlas. This determination is based on review of available aerial photography in the 1970's and does not reflect the current situation. However, the face of the bluff does show some minor weakness, so a setback for development is appropriate. The standard bluff setback of one foot for each foot of height, not to exceed 100 feet, as set forth in the Shoreline Master Program, is reasonable to provide adequate protection of any structures. Therefore, the setback will be 50 feet for the site; decks and similar appurtenances may extend into the setback area consistent with Section 18.25.410(j) of the Uniform Development Code. No setback from the top of the bank on the east side of the old roadway is required. RECOMMENDATIONS General 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 surface 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 Site clearing should be limited to those areas where actual construction is occurring or where adequate construction clearance is needed. In no case, shall the construction area be closer than 50 feet from the top of the marine bluff. All disturbed areas between the dwelling and the top of the bank, including those areas disturbed by site preparation activities, should be revegetated with native plantings at the conclusion of dwelling construction. Such revegetation should occur not later than October 1. The contractor should establish a single point of access to the site over the existing driveway, and should maintain the access roadway in a clean, stable condition. Page 5 Ms. Jean C. DeLeo - 450 Adelma Beach Road May 7, 2010 Discharge of stormwater runoff from impervious surfaces on the site (house, garage, driveways and walks) shall be directed to an appropriately sized drywell or infiltration trench, located not less than 100 feet from the top of the bluff. No discharge of runoff over the top of the marine bluff is allowed. 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 100 feet from the top of the bluff. 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 100 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 Ms. Jean C. DeLeo for the purpose of determining the appropriate development standards for a single-family residence and associated appurtenances on the subject property. This report is specific to this site and the information contained herein is the property of Ms. DeLeo and may not be used without her 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 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. The earthwork contractor for the project is responsible for performing all work in conformance with all applicable WISHA/OSHA regulations. There are inherent risks associated with construction on or adjacent to steep slopes that the owner and contractor must assume. This report is intended to reduce, but not eliminate, uncertainty regarding the stability of the slope. Page 6 Ms. Jean C. DeLeo - 450 Adelma Beach Road May 7, 2010 We appreciate the opportunity to provide this information to you. Please contact this office if you have any questions regarding the contents. Sincerely, Zenovic &Associates, Inc. St phen M. 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Roots penetrate days, and the above 28°F growing season ranges from about to a depth of 20 to 36 inches. This soil holds 1 to 3 inches of 240 to 280 days. These soils are associated mainly with water available for plants. Runoff is slow to medium, and Alderwood, Everett, Hoypus, Kitsap, Olete, and Sinclair the hazard of water erosion is slight to moderate. A perched soils. water table is on top of the cemented layer during the rainy In a representative profile in a wooded area, a thin layer season. of organic litter covers the surface. The upper 23 inches of This soil is used almost entirely for production of trees the soil is very dark gray very gravelly sandy loam. Below and for wildlife habitat and recreation areas. It has limited this, to a depth of 20 inches, is dark-brown very gravelly use for rural homesites. Capability unit VIe-1; woodland sandy loam that is distinctly mottled in the lower part. group 5f2. This is underlain by grayish-brown, distinctly mottled very Dabob very gravelly sandy loam, 15 to 30 percent gravelly sandy loam. At a depth of 29 inches is a dark-gray, slopes (DaD).--This hilly soil is on glacial terraces adjacent distinctly mottled cemented layer. Glacial cobbles and stones to steep drainageways and canyons. Along the top half of are on the surface and throughout the soil. the slopes the soil is mostly 20 to 24 inches deep over the These soils are used mainly for production of trees, and cemented layer, and along the lower slopes it is 24 to 36 areas are almost entirely wooded. A few acres are used for inches deep over this layer. rural homesites. Runoff is medium to rapid, and the hazard of water Dabob very gravelly sandy loam, 0 to 15 percent erosion is moderate to severe. This soil is used mainly for slopes (DaC).—This nearly level to rolling soil is on terraces. production of trees and for wildlife habitat and recreation Most slopes range from 5 to 10 percent. areas. It has limited use for rural homesites. Capability Representative profile 480 feet west and 320 feet south of unit VIe-1; woodland group 5f 2. the east quarter corner sec. 36, T. 28 N., R. 1 W.: 01-3 inches to 2 inches, needles, leaves, bark, and fragments of Dick Series wood. 02-2 inches to 0, dark reddish-brown (5YR 2/2), partly decom- posed needles,leaves, bark, and fragments of wood;dark red- The Dick series consists of somewhat excessively drained, dish gray (5YR 4/2) dry;strongly acid;abrupt,wavy bound- sandy soils. They formed in glacial outwash on plains and ary. (1 t inches, very hick) k gray (10YR 3/1) very gravelly terraces. Slopes range from 0 to 15 percent. Elevation ranges A2— y from slightly above sea level to about 300 feet. Native vege- sandy loam, gray (10YR 6/1) dry; weak, medium, granular tation consists mainly of Douglas-fir, western hemlock, structure;soft, very friable, nonsticky, nonplastic;many fine, medium, and coarse roots; 30 ercent glacial gravel;medium rhododendron,salal,Oregon grape,huckleberry,and bracken. acid;abrupt,wavy boundary. (1 to 3 inches thick) Annual precipitation ranges from 17 to 25 inches.The average B2ir-2% to 13 inches, dark-brown (7.5YR 4/4) very gravelly annual air temperature is 50°F. The above 32°F growing sandy loam, light brown (7.5YR 6/4) dry; weak, fine, sub- season ranges from about 240 to 270 days, and the above angular blocky structure; soft, very friable, nonsticky, non- plastic; many fine, medium, and coarse roots; 55 percent 28°F growing season ranges from about 300 to 330 days. glacial gravel and 5 percent cobbles;8 percent hard,fine,iron- These soils are associated mainly with Agnew, Cassolary, manganese concretions; medium acid; clear, wavy boundary. Clallam, Everett, and Indianola soils. (8 to 12 inches thick) In a representative profile in a wooded area, a 2-to 3-inch B3-13 to 20 inches, dark-brown (10YR 4/3) very gravelly sandy loam, pale brown (10YR 6/3) dry; common medium and layer of organic litter covers the surface. The upper 4 inches coarse, distinct, strong-brown (7.5YR 5/6) mottles and few of the soil is grayish-brown loamy sand. Below this, to a fine, faint, yellowish-brown (10YR 5/6) mottles; weak, fine, depth of 10 inches, is light brownish-gray loamy sand. Be- subangular blocky structure;soft,very friable,nonsticky,non- Heath this and extending to a depth of 60 inches, is light plastic; common fine and medium roots; 65 percent glacial , pebbles;slightly acid;gradual, wavy boundary. (5 to 8 inches olive-brown and olive-brown loamy sand. Below a depth of thick) 37 inches this layer contains discontinuous, firm, dark C1-20 to 29 inches, grayish-brown (10YR 5/2) very gravelly yellowish-brown bands. sandy loam, light gray (10YR 7/2) dry; common medium Most of the acreage of Dick soils is wooded. These soils and coarse,distinct,dark-brown(7.5YR 4/4)mottles;massive; hard, firm, nonsticky, nonplastic;few fine and medium roots; are used mainly for production of trees and for permanent 60 percent glacial gravel;slightly acid; abrupt, wavy bound- and summer rural homesites. Less than 20 percent of the ary. (4 to 14 inches thick) acreage has been cleared and is used for crops. C2sim-29 to 33 inches, dark-gray (10YR, 4/1), weakly cemented Dick loamy sand, 0 to 15 percent slopes (DcC).- gravelly sandy loam, gray and light gray (10YR 6/1) dry; few fine,distinct, dark-brown and brown (7.5YR 4/4)mottles This nearly level to rolling soil is on moraine terraces and and common medium, distinct,dyellowish-brown (10YR 5/6) outwash plains. In most places slopes range from 4 to 10 mottles; massive; extremely hard, extremely firm; 45 percent percent. fine glacial gravel; slightly acid; diffuse, smooth boundary. (3 to 10 inches thick) Representative profile 0.2 mile west of Four Corners, 528 C3-33 inches, very compact gravelly sandy loam glacial till. feet west and 100 feet south of the east quarter corner sec.32, (Many feet thick) T. 30 N., R. 1 W.: Depth to the cemented layer ranges from 20 to 36 inches.The A2 01-2%inches to%inch,needles,leaves,bark,fragments of wood, horizon is gravelly sandy loam or very gravelly sandy loam. The and moss. B2ir horizon is dark-brown or brown very gravelly sandy loam and 02—% inch to 0, partly decomposed needles, leaves, bark, frag- is 5 to 10 percent fine,iron-manganese concretions.The Cl horizon ments of wood, and moss. is grayish-brown to yellowish-brown very gravelly sandy loam. A2-0 to 4 inches grayish-brown (10YR 5/2) loamy sand; gray The C2sim horizon ranges from dark gray to yellowish brown and is (10YR 6/1) dry; weak, very fine, granular structure; soft, 35 to 55 percent gravel. Reaction ranges from strongly acid to very friable, nonsticky, nonplastic; common fine and medium slightly acid, becoming less acid with depth. Content of coarse roots;neutral;abrupt,smooth boundary. (3 to 5 inches thick) fragments in the soil is 50 to 70 percent. B2-4 to 10 inches, light brownish-gray (2.5Y 6/2) loamy sand, light brownish gray(10YR 6/2)dry;common,fine,prominent This soil is moderately well drained. Permeability is brown (7.5YR 4/4) mottles; weak, very fine, subangular , 4 18 M SOIL SURVEY blocky structure; soft, very friable, nonsticky, nonplastic; Representative profile 1.4 miles up the Maple Creek Road 8 common fine and thick) roots;neutral;clear,wavy boundary. and above the road, NW%SW%SW% sec. 12, T. 26 N., C1-10 to 24 inches,light olive-brown(2.5Y 5/4)loamy sand,light R. 11 W.: brownish gray (2.5Y 6/2) dry; few, fine, prominent brown (7.5YR 4/4) mottles; single grained; loose, nonsticky, non- 01-2 inches to 1 inch,needles,bark,fragments of wood,and moss. plastic; few fine and medium roots; neutral; gradual, wavy 02-1 inch to 0,dark reddish-brown(5YR 2/2),partly decomposed boundary. (12 to 16 inches thick) needles, bark, fragments of wood, and moss; very strongly C2-24 to 37 inches, olive-brown (2.5Y 4/4) loamy sand, light acid;abrupt,smooth boundary. (1 to 2 inches thick) brownish gray(2.5Y 6/2)dry;single grained;loose,nonsticky, A1-0 to 3 inches, dark-brown (10YR 3/3) very flaggy silty clay nonplastic; few fine and medium roots; neutral; clear, wavy loam, brown (10YR 5/3) dry; moderate, fine and medium, boundary. (12 to 16 inches thick) granular structure; slightly hard, friable, slightly sticky, C3-37 to 60 inches,light olive-brown (2.5Y 5/4)loamy sand,very slightly plastic;many fine,medium and coarse roots;45 percent pale brown (10YR 7/3) dry; single grained;loose, nonsticky, sandstone fragments;strongly acid;gradual, wavy boundary. nonplastic; few fine and medium roots; common coarse, dis- (1 to 5 inches thick) tinct, dark yellowish-brown (10YR 4/4), discontinuous iron B2-3 to 16 inches, dark-brown (7.5YR 4/4)very flaggy silty clay bands;neutral. loam, light yellowish brown (10YR 6/4) dry; moderate, me- dium, angular blocky structure;slightly hard,friable, slightly Reaction of the A and B horizons ranges from neutral to medium sticky, slightly plastic; common fine, medium, and coarse acid. The A2 horizon is grayish-brown or light brownish-gray roots; 75 percent sandstone fragments; medium acid; clear, loamy sand or sandy loam. The B and C horizons are loamy sand wavy boundary. (9 to 15 inches thick) or fine sand. Very thin, finer textured iron bands are between R-16 to 60 inches, dark-brown (7.5YR 4/4) shale and sandstone depths of 40 and 60 inches. bedrock. This soil is somewhat excessively drained. Permeability is Depth to bedrock ranges from 10 to 20 inches.The A horizon is rapid. Roots penetrate to a depth of more than 60 inches. very dark grayish-brown or dark-brown flaggy or very flaggy silty This soil holds about 4 to 6 inches of water available for clay loam. The B2 horizon is 50 to 80 percent coarse fragments. plants. Runoff is slow, and the hazard of water erosion is The soil material in this horizon is dark-brown, brown, and dark slight. yellowish-brown very flaggy silty clay loam and clay loam. The A horizon ranges from very strongly acid to strongly acid, and the B This soil is used mainly for production of trees and for horizon ranges from strongly acid to medium acid. recreation areas and wildlife habitat. Small acreages under As much as 20 percent of some areas consists of inclusions cultivation are used for growing permanent pasture, hay, of Solleks or Snahopish soils. Small areas of rock outcrop berries, and vegetables. Capability unit VIs-1; woodland are also included. group 4s2. This soil is somewhat excessively drained. Permeability is moderate. Roots penetrate to bedrock. This soil holds 1 to 2 Dimal Series inches of water available for plants. Runoff is very rapid, and the hazard of water erosion is very severe. The Dimal series consists of somewhat excessively drained, This soil is used for production of trees and for wildlife very flaggy soils underlain by bedrock at a depth of 10 to 20 habitat and recreation areas. Capability unit VIIs-1; wood- inches. These soils formed in some of the harder meta- land group 4d1. morphosed sandstones and shale bedrock materials of the western Olympic Mountain foothill areas. Dimal soils are on rough, broken mountain slopes and narrow, exposed ridge Everett Series crests. Slopes range from 50 to 90 percent. Elevation ranges from about 1,000 to 3,400 feet. Native forest trees consist The Everett series consists of somewhat excessively mostly of western hemlock, western redcedar, and Sitka drained, gravelly soils. They formed in glacial outwash on spruce below elevations of 1,500 feet and Pacific silver fir, terraces with steep escarpments. Slopes range from 0 to 50 western hemlock, mountain hemlock, and alpine fir at the percent. Elevation ranges from slightly above sea level to higher elevations. Annual precipitation ranges from 140 to about 500 feet. Native vegetation consists mainly of Douglas- 180 inches. The average annual air temperature is about fir, western hemlock, western redcedar, rhododendron, ma- 46°F. The above 32°F growing season ranges from 170 to drone,salal,huckleberry,Oregon grape,and bracken.Annual 200 days, and the above 28°F growing season ranges from precipitation ranges from 26 to 35 inches. The average 180 to 220 days. These soils are associated with Itswoot, annual air temperature is about 50°F. The above 32°F Snahopish, and Solleks soils. growing season ranges from about 200 days, and the above In a representative -profile in a wooded area, about 3 28°F growing season ranges from about 280 to 300 days. inches of litter and decomposing materials cover the surface. These soils are associated mainly with Alderwood, Carlsborg, The upper 3 inches of the soil is dark-brown,very flaggy silty Cassolary, Hoypus, Indianola, Kitsap, and Sinclair soils. clay loam. Below this, to a depth of 16 inches, the soil is In a representative profile 2 to 3 inches of forest litter and dark-brown, very flaggy silty clay loam that is about 75 decomposing organic matter cover the surface. The upper percent coarse sandstone fragments.Bedrock is below a depth 6 inches of the soil is dark-brown gravelly sandy loam. Below of 16 inches. this, to a depth of 16 inches, is dark-brown gravelly sandy The Dimal soils are among the principal ones of the loam. Next, to a depth of 26 inches, is light olive-brown higher, steeper, mountainous areas in the western part of gravelly loamy sand. Beneath this, and extending to a depth the county. They are used for production of trees, wildlife of 48 inches, is dark grayish-brown very gravelly medium habitat, and recreation areas. and coarse sand. Below this, to a depth of 60 inches, is Dimal very flaggy silty clay loam, 50 to 90 percent grayish-brown fine and medium sand. slopes (DMF).—This steep to very steep soil is on rough, Everett soils are used mainly for production of trees. broken,mountainous slopes and narrow ridge crests. In most Everett gravelly sandy loam, 0 to 15 percent slopes places slopes range from 70 to 80 percent, but on ridge (EvC).—This nearly'level to rolling soil is on glacial outwash crests they are mostly 50 to 60 percent. terraces. In most places slopes range from 4 to 10 percent. APN: Ct7' I ‘° ''/ NAME: - J Lc MLA# Add.APN__ . Add.APN - SPAAD Category Intake Req's ►, ❑ iiii ii Y t 'sC Cases/Conditions by Parcel# ❑ :k1C t$ ice rea. .Y, #?iF?:e<s1`:-'i : . :' :� _Plat Maps am ❑ n0 :'sps a • e ................. d..1�..t�1.:... taiONO :.:..:...!MN .::.:::.:.:•:.:.:.:.:.:.:.:.:.: • Assessor Maps-H ❑ ti-' High-light parcel on Map '•o S pll E Parcel Tags-H 111112M ❑ :gee'• "ts ' Shoreline Photos ❑ 11121111 1•, 'fight i .�i$h. t~• :Ai' S MP= a � giiiiiigiaMenignillairdiENUMNION Shoreline Polygons V' ❑ ..aiY'Cta' ss f; ��. .lo DNR Stream miti. ❑ att,+.�••�1�. LFA-Fish Mal ❑ ;........... Marbled Murrulets�►a`� • :::#ice•-el?;aitif� ra Spotted Owls _ ❑ "'le€.gists&Butters Priority Habitats and Species 8106 11111M1 ❑ Type ❑ Rare Plants-Ecosystems ILA. ❑ Type: H:-:z.:: is .a ar'i ' Landslide Hazard ❑ ■ U. . Erosion Hazard sigmm.mi onoltmil P _ d '''' erg.'''cti • f a e are''" � as Wells-Chloride MIMI ❑...•• No parcel label:::::... .......................................... < • jliert laii a:.:.:.:.:.::.:.:.:.:• SIPZ IBM 4c' ;Sl oiel ne SlopeStat ility Chanel Migration 11111k7All ❑ rf � �tlas :.:.:. .:.:.:.:::. y No Shooting Zone .... .m ❑ P - a tiG. n A . ................................................. LIDAR Hillshade No parcel label-Printed with Countours iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii :.:.:...................................... ........... Altar Aerial Photos ❑ IMEMII No parcel label 5 n MLA Number Form ❑ O. . ... . ........................ ... Reviewer Letter Sent ❑ ❑ Eagle O Wetland 0 Ie Pia. Re q u red' • ?#gq€ Habitat 00>1#n � ESA Map Checklist 10-13-2008 Map Output Page 1 of 1 ArcIMS HTML Viewer Map I Legend _.'l2d5•iL' ��;,;:,;: Selected Features JC_Roads __3LE'•'14 Parcels-H County Zoning y MPR SF 1racls m Ru-a1 Resgential 1:5 Rural Resgantai 1:10 ERa-al Reside-1101 7:25 S NPR BMgiv Famny T- ® MPR•Mupdamdy ■ MPR-Rossn Complex ■ "tk_�r __ _224O'1Y Parts and Reveal■n 1 ■ MPR Oven Sfax !,1,.:41 Re-m Forest ■ Co o crcal Fared t :!.b1C.12 Maid Mg FOm1 Ilarvy Indusi nal MEI n A. iM M Aroart Ira"''Censer _•_ !!liY*5 AP 41:23 ® Rtea Wlbge Center .. .. ■ Resounds Based Md. Light Indust roll __ !2A_=12 i. MPR Recreation Waste Mq sot CPT LOU LlC ■ Crossroads GC 1 ,x,32.1C1,2 ■ Crossroads-CC __ _t•U_eSr 1 NI Crossroads.NC Ills!!!!(((( . AL 1:20 1 UGA-than Cannercai UGA-IIItian Light Indust. _i"k•7`!•- ` __.__!�e a_L_�_t+ __J"_+2_•tr_.1+ UGA MDR UGA•IfDR UGA.YOat t c UGA•LDR UGA Viseor Oronted Carom NGdi tAMIR1CY ConvMlonda M PR.BRN Bnn non Man Owdnd by.Nbvsn Corny Cora 3-':.as GU 0 1 __ ___ _ C mesas Rso CannawalFOms1 Mmmal ResourdsOtvrlay FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Mon Jun 28 07:22:40 2010 '4/ fj,i a.,e_ (W/tairIVIP 0-0A-) http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 6/28/2010 CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 001324001 Printed: June 28, 2010 Cases Name Review Type Status Planner ZON10-00063 MLA10-00252 DE LEO TRUSTEE I P Application Received: 6/24/2010 Permit Issued/Case closed: Case Finaled: SPAAD No findings, conditions, or permissions found. SEP86-00055 DELEO F Application Received: 4/2/1986 Permit Issued/Case closed: 5/11/1986 Case Finaled: 5/11/1986 No findings, conditions, or permissions found. SOM86-00055 DE LEO TRUSTEE F Application Received: 5/11/1986 Permit Issued/Case closed: Case Finaled: No findings, conditions, or permissions found. 1 of 1 Map Output Page 1 of 1 ArcIMS HTML Viewer Map i r 1_'324046 001324()46 Legend Selected Features 0Y 3244,10 JC Roads 00 324640 Parcels-H Water Service Areas 0 ceren, ElFu,um ECounty Zoning -C"!144,14 S 00'3240.O NPR SF Tracts m m Rural Residential 1:5 Rural Residential 1:10 a _..... .......... Rural Residential 1:20 M PR Single Family ,..`324(62 MPR NUhdamny CO' MI 3L40,15. ......... MPR Resort Candles Pants and Rarest an 6:?'324454 ■ MPR Goon Seam _'324043 Rural Forest • III Commercial Forest . ..... Inhale ing Forest L , Heavy Industrial :;, QUI p4;.f '+2•ILr�B Aryan CPF ■ MPR Village Center . AP 1.20 ■ ■ Rural Village Canter __ '_i•1'-'12 . Resource Rased Ind. W'124452 Lght Industrial .... MPR-Recreation ... ... Waste MPmt CPI UM i 00,324053 . "C EV 324060 ■ Crossroads-GC fl . Crossroads-CC . Crossroads-NC . At.1:20 X'•'324638 UGA4lrben Commercial UGA•Urban Lghl'Indust. CO 32401! CO 3LtC4? UGA-MID UGA IIOR 1 54'.i'r Oi UGA-Putrnc VIpiA UGA LBR UGA.Ve:dor Oriented Coo. 001 V'0S CCC LAMIRO,CC Comanonce Maas arm,dudrry.cyasm Carey Celt.Se-.rco GiS 6 '5111 __ __ _ _ Crossroads MPR-sue Bremen CF-uSMRLO Commercial Furne- Mineral Resource O.crlay FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Mon Jun 28 07:23:00 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 6/28/2010 road Page 1 of 1 ADDRESS INFORMATION FOR 450 ADELMA BEACH RD ROAD NUMBER C602309 ROAD NAME ADELMA BEACH RD ADDRESS:450 APT: REAL MILE POST: APPLICANT: ADDRESS CREATION DATE:01/01/68 PARCEL: LEGAL: GRID:B-4-L FIRE DIST:1 ZIP:98368 POSTAL DISTRICT:PORT TOWNSEND PLANNING AREA:2 VOTING DIST:104 CEMETERY DIST:- HOSPITAL DIST: SCHOOL DIST:50 WATER DIST: SITE LONGITUDE: SITE LATITUDE: SITE COORDINATE TYPE: ACCESS LONGITUDE: ACCESS LATITUDE: MODIFY DELETE ADDRESS NAME SEARCH REPORTS http://isserver/Address/RoadAddressDetail.asp?ROAD NUMBER=C602309&ADDRES... 12/16/2010 " olio ' : : (NI z wp b o a o a \ O <ii : s " M $ R m o W W o (.!) 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Coast Atlas t of Ec otogx V."- $e lY ,.„ . a 0€ 12. 6 t,612312 . ors k ' xs Y'..a . ` T x Ai.'' yk 9; ,t-t': 4 '�. ��r r. y R$ 1. w.S .Y' £``tbi � .Y p i'� d -�i N w'• PA.. `:1 Rw .a dam. aim 4s':' ,!' r- e?,i' -., a�4x Z jp. OP w ;., �>,1k` tt +G Y0• pyx_ iv 4011.. x . -:„...1°R t,"at p., ..gym",}F` M ti. Z r.... eeeAAA "�'*fir �� ;:3.` ' F �s cam. ' - ,3 z, s-ur;;� Ar a: r Photo 060623_00922 Date: 6/23/2006 e Discovery y B ay Reference: Panel Download links for this photo: Low Resolution(800 x 531 pixels, 70Kb) High Resolution(4288 x 2848 pixels, 3506Kb) Approx. 10 seconds for 56kbps modem;1 seconds for Cable/DSL Approx.8.4 minutes for 56kbps modem;74 seconds for Cable/DSL View photos of this area in other years: 1940s 1976-77 1992-97 2000-02 https://fortress.wa.gov/ecy/coastalatlasphoto/PhotoDisplay.aspx?id=060623_00922&vinta... 6/28/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 001324040 00132407-0 c[ 001324049 CC,3,4019 rF.'rd S 001324062 •324018 Legend Selected Features <h+^7 JC_Roads Farce Is+I CO1324043 Shorelines-Arcs Consmvancp'Su on roan /_ Conservaicy:Natural 001324001 urban r001324a_ti Suburban Island Natural .I Conservancy OW 324052 Nadu...Suburban f Other C0%324053 00/324050 i 001324038 { 00'324070 i - 901051005 Ir#[ 901051015 901051008 ._.._._. -...... Man awcld trr.c'e-scriCarrt'Co, -Gu ^_+An 0:1'05-10'9 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Mon Jun 28 07:25:32 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 6/28/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma. i 01"32.64. <<'� S K!`12401'•'2 0 3240 Legend Selected Features JC Roads 00a324043 Parcels-H 324x4' DNS Water Bodies (301124 1 ■ DD?324+dJG ■ 3 00?324012 CO,32.052 01:324038 rs ++0'324070 90!05000 9D205i0s5 V.r2,::rue dal .Carlt'C +.<.c-.GO 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.Mon Jun 28 07:25:55 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?S erviceName=ovmap&ClientV ersion=4.... 6/28/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Map ,:.C.'±<4.:1;.-. 00 321046 , 1 l__ 001324040 ao1329099 l________j '-e.001324044 :i T' 001324040 S S «,1324094 c r 1 001324062 001314046 i ,i. -- _... Legend Selected Features (X]'321004 _... "' JC_ROeds 001324043 Parceie44 001324041 #- _.. -. Soils-tf 001324001 I 001324006 I I ■ 001324042 ! f 001324052 1 • 00,324063 l 001324080 f „`3240..11 _.. ..� _._. 901061015 1 Aire r.rvdtl'✓r c+'-ui CernC VGG ,"�,, 29105?0.9 ■ FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Mon Jun 28 07:26.18 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?S erviceName=ovmap&ClientV ersion=4.... 6/28/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma• 002314948 002324040 001374044 00"324041 cf, 00'324049 I W A 0Y 324002 091324048 Legend Selected Features 001324084 JC Roads 001324043 Parcels-H CO'32404, ■ wetlands 07.1240 d 001324042 00.324052 00'324033 '324078 001324070 e%t"324097 ........ _.... 03 14205 401031013 4'os'0oa 43'05'0'9 -,ro.�am:��:�+t��cam�care.�„�.tas 0 •�.nt1 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.Mon Jun 28 07:26:53 2010 CYP‘I I http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 6/28/2010 Elk Map Output ArcIMS HTML Viewer Map ,,.=m C01324043 , ' m°324°" 00132404* I ' `~ �� .`�`� � ==w -i 001324349 ��.m� / — � 1 __ __—' , 7 ' 00/224046 H. Legend,w=te*m"m=° p~=�-H 00'12.404.3 i 601124341 Seis~"Ha=rd / | - 001124001 I ------- ��ww2 � =,s°� i / ��- _ 7_ __ -- _ _ Q0132406Q01324063 001324060 _ _ s,��, f, I- -\ =0610% 901051016 / ,","., - ----// �-- "�=~�°~��"~~"�.-.�~^ FOR INFORMATIONAL PURPOSES ONLY- Jefferson C does ot attest to the accura cy of the data contained herein and makes no warranty with respect to its correctness or validity Data contained in this map is limited by the method and accuracy of its collection.Mon Jun 28 07:27:23 2010 hrhp://gimmervmr/servlet/cmm.esxi.mmrimap.Bm4map?ScrviocNazne Chcn1Vcromo=4.... 6/20/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Map GC•'_'=li�lc 001324046 001124040 001 324044 001324044 r it-1%I 001324040 1 i 1 00" i/ 001324062 001324048 -.--___—_._ ..._._.___.. Legend Selected Features 001314061 JC_Reede 00'2,24041 �._.._-.. Pe reels Immo e 001324041 landslide Hazard $Igas ! IIgn 001324006 Modeale 41841 00'324042 ',. 00'324052 ( • t (r _L'324033 I 00,324080 I ! 0013240700 -- T_— iitt 001374411! -- ___.._ ____ --j1 001124047 ._ 60,05,005 J 907051016 r 60 0+5'0'4 _.:wRq:r/.c-c sl.l Cara'Cara So or,GO _ I ¶5411 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Mon Jun 28 07:27:42 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 6/28/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Map ■ 007324040 001121040 11.. 001324044 I 001324044 c` i i': 4 001324049 1. a 001124049 .. , T m i 001324062 001324048 _ Legend Selected Features OW 124094 JC_Roads Parcels-H 001324041 FEW%FIRMS i 4101■119 i..- . A ANt 00112400' 001324006 x100 . 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I ar:v.su..aka'�r'._crc,c.,co,*.xcc ccscu It •.5en -- --FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Mon Jun 28 07:28:40 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?S erviceName=ovmap&ClientV ersion=4.... 6/28/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 0Y14324046 004324040 001324044 3 _ I I 00`324041 m 001324049 y 004324049 i nun , 3 I 1 .1‘-.)-321c.52 00'324048 �. Legend Selected Features 00'324061 .... , JC_Roads __ .ae € Parcels-Ft rt.,eor 00'3,1- siPZ Al RIASIPZ __ '24.•_' L. ■ lisp Rail Sin X'.3240'4 O Ca to SIPZ ((f t 004324052 03'324053 00'324080 00'324530 C.y 32404,, _. 324fr1! ana!.sm•clod.,..c!`c,.ai Can'.q!'v r:n Jc-v CC:G-O - '0i11 %,-n;C•'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.Mon Jun 28 07:29.35 2010 http://gi sserver/servlet/com.e sri.e srimap.E srimap?S erviceName=ovmap&ClientV ersion=4.... 6/28/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Map r.. 'c' c l'c. .'C,. 'i: _c- '� .2-- .'r. c' .'i:•-"... ,•g'•. r. ,`._ `,. . `.. ,`.. 'r. : . c .rte. 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'S'1it '''''''Y T9 _• FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Mon Jun 28 07:30:16 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 6/28/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Map • a Legend Selected Features "- �`•1 1 JC_Roads Parcels-H __ Z•IC47i � _ 32•lCvt^ 32-0x:38 llsr.nr.•dW s ..i,..orrYCc FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Mon Jun 28 07:30:41 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 6/28/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma. 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F ■ _.. _ _ f Ar !1.1r4J mi A Jr • ir _ -- I is 2 dr Maus weeded W:tS4awi Carty Cerra 9mw.<evG6 Oar 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.Mon Jun 28 07:31:10 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 6/28/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Map � )i i li I �/� !.X3`324(40 i r 007324094 I 031324044 I t f.11 { 00732 349 f ! t• I F 002324049 _ ii 6 g Q ii, 001324062 Legend Selected Features 001324064 JC_Roads _..__ _... 001324043 "-, Parcels+! . 132400, Contours Ir 10 Foot Contour it' 00,32900^ !' 30 Foot Contour 00,324042 3 .01324053 I — �r 00532406E`t00-- )i t .. 1._- 1 }{ ! i 001324036 t 001324070 r 001324047 1 I ( 901051005 if f r r r 1 9050540/5 I kith...7e.'dee oY rVI4r1C<1,ry Cec-s a&mots GM( ; / _, '•sP®"sa,t 901051019 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity.Data contained in this map is limited by the method and accuracy of its collection.Mon Jun 28 07:23:51 2010 I http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion--4.... 6/2 8/2010 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma. I 1 MUD 00172 i GEM rt. r << i t II—74--- - ' ,?='.. :4;74- -*- ,; ,Namm ,:.1 CO'324062- I- Legend II 1 W- Selected Features I W1324064 JC_Roads 1r- GEM MD Parcels-H 2009 Aerial Photos esszo GEED ■ ' GEES IMINED as 1 i r — __,,i _5=17 ow ma 1 i 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.Mon Jun 28 07:31:35 2010 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 6/28/2010 Parcel Details Page 1 of 2 wr Jefferson ount Weather Station Database Tools giki Maps ilk.Lit Webcam Home County Info De lortments Se1, Parcel Number: 001324001 SEARCH Parcel Number: 001324001 Printer Friendly Owner Mailing Address: JEAN DE LEO TRUSTEE JEAN C DE LEO REV TRUST 1729 WASHINGTON ST PORT TOWNSEND WA983686930 Site Address: 450 ADELMA BEACH RD PORT TOWNSEND 98368 Section: 32 School District: Port Townsend (50) Qtr Section: SE1/4 Fire Dist: Chimacum (1) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 111 Planning area: Quimper (2) Sub Division: Assessor's Land Use Code: 1100 - HOUSES (single units, non-farm) Property Description: S32 T30 R1W I GOV LOT 5(LS G-1 THRU G18) I LYING W OF CO RD I TL TAX G(LS G1-G18) I Click on photo for larger image. ;- ' X No 2nd Photo "1 Available Permit Data Assessor Bldg Data Tax, A/V, Sales Info Map Parcel Plats&Survey Jefferson County HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later Windows- Mac http://www.co.j efferson.wa.us/assessors/parcel/parceldetail.asp?Parcel_NO=0013 24001 6/28/2010 >- Cr CO I-I 0) O 0) C3 LL_ — -0 Z LL — 0 I-I O Cr) H /\ J LC) O O \Vl .. .. ti \ O 'n 4-U) — CO N LLJ (�� / 0 -0 — LID J J O 0 L CD -0 X Cr -0 +-, CO Z 0 C U C) = I-I LL O O Cf) r -+-, -0 I-I 0) 0) I � .. D S C L CO I's- CC -0 C) C) C) LL Z 0 CC r' O J a CZ X • . \ C.) F- F- O O O CO a) a) 0) CO -O CD 2 0 I CO C.) CO Cr - co LLl CD C = 3 F- CT) 3 1-- CO ' O CO CD 0 CO 2 CD J C-) C) LLJ O 0) -0 Q CC Z LLJ ❑C C X O = Z I-I F- F- -- F- CO Q X CO F- Q 3 > LU = > Cn 3 F- CV O CD CO Cr LL) -0 CC O I ❑C I LL Cl) F- CC Z C LLJ CD J LLl O LU 0_ CU O CD LL CO CC O O F- O O CO CO C.) LLI Q CI LU LLJ CD Z •• CC 3 J U) F- X C ) J J Z LLJ CO C1 O LL J CO <C ¢ I-I U) O Cr LT) O = F- LL LL 2 Z C ) J CT) CD Cr LLJ O CD CO X X O F- X F- F- ¢ O U Lu _0 m O x x w C-3 CD 3 F- CC C, F- J CD <C O I- U) J F- LL 0) 0- Z Z 0) I- 0 CU > I-I J U) (U X <C <C CV CY a) co O )- J D a O LLJ LLJ I°•- O CD CD CD J F- LL •J "-•. CJ '7 , a C) CO - -4--' 0 CO > O O O 0) CV CU CT) J X O LLJ O O CV p '— .- .- O .- CO O O O -0 L .- LTD 0) C.) O CV D) C O J U) .. L 3 L X Y C — U) O -1--, U) LL N U) O) Ca -- O) O -C U) 0 fU CO -0 > CO 0 L L O — 0 fU C1 S- O a) X -I-' Ci -0 X OD CT) C1 CO -- -- OD U) F- F- X C- F- GO LO C}- X X F- 9' b JEFFERSON COUNTY (�f ` ,.3 DEPARTMENT OF COMMUNITY DEVELOPMENT �_. �.� LV 1 ` `d 621 Sheridan Street• Port Townsend •Washington 98368 1 1-1 C4 Ct! 360/379-4450 • ( (01-4-1-c �� O www.co jefferson.wa.us/commdevelop360/379-4451 Fax ment G Master Permit Application MLA: U -� � Project Description(includpa to sheets ass sary): Tax Parcel Number: ()C / ,,,' -i a 0 1 Property Size: (acres/square feet) Site Add�rr and/or Directions tp Pro erty: r` r 4.i 7 #) (--/ -('-'&61(-6-1 1 1/L—$# k a e IC'e C f(:(1-rZ4 j Property Owner(s)of Record: _ ..(_ ) Telephone: Fax: email: Mailing Address: / / Al Applicant/Agent,(if different from owner): �%/gi f ,r - - 'I.4' r-eJ Telephone: c--,---_ —(42 C:J 6 _ ax: C._: C) email: A ? !' ,/ :tY Mailing Address: :. �: ' i __ ,e.. 1.�L - • i.!<..5 , / 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** ❑Stormwater Management ID Shoreline Master Program Exemption/Permit Revisions** r'ffi,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 ilit:n; _ ...i " ,., to act as my agent in matters relating to this application for permit(s). 1 OWNER SIGNATURE _ \tw" 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 re• ired lat5 inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the appli -. • that ejor she wants prior nottj / /` Signature: "��--6,-ei-- T 7 6i0 -e. .:—, Date: ,G? C' 1` r" The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon ne 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 Co my development code.The Applicant acknowledges that he,she or it holds individual and non-transferabl x o ibili for adhering to and m t in ith the ESA. The Applicant has read this discla} er nd sin a at s it below. Signature: / � /.1� 'PLC._... ��'2iUE'.f,3 Date: L'-'' G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc PUC €T SOUND WLUTION$ Helping with Permitting in 23 Washington Counties 124 Harrison Street Port Townsend WA 98368 360-385-6860 waves @olympus.net LETTER OF AUTHORIZATION This letter gives permission to Barbara Blowers to act as the agent in the process to obtain a permit for a Site Plan Advance Approval Determination for the property whose tax parcel number is 001324001 ' q-' n a eo Truste- Jean C. DeLeo Revocable Trust JUN 2 4 2010 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 Phone .f Mailing Address Zip Code Parcel ID# , ' .„%G�' f! Subdiv. Block Lot(s) Site // 1S ,2?” re I/ // s 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) 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 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. r ! �' Signature �r' �C.C`� ' ,' ""rj`L fi7�' Date 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 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 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 HAhomelpincntAinfohl hlpubwater 6/95 • ,vL `1) `� Fns Public Utility District #-1 `7-d Of Jefferson County Board of Commissioners WATER AVAILABILITY NOTIFICATION Barney Burke, District 1 Kenneth A. McMillen, District 2 PUBLIC WATER SYSTEM 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# 00 ( 5 Z 6 d , LegalDescription S 32 i qv R )v3 7 6oq Co r 5 CLS 6-! 1 inN I Li / G w o c- co /D l 11 L T A-x- 6 (c-S 671 - C is ) *** Water Connection is available once all fees/charges have been paid*** Site Address: '15-43 A p L sW 6611`t i __ _`..! , -/-= --%'_-- (' �1^-"J b J co A 1_,36 - Signature: lu"`� Title: ��,-.7 ` Date: z c74-€`''J 2 0 1 0 THIS IS A NON-BINDING EQUESTI WATER AAVAILABL WITHIN THIS SYSTEM. THAT AT THE TIMEOF TEM. THIS NOTIFICATIOON IS GOOD FOR ONE YEAR 230 Chimacum Road/P.O. Box 929, Port Hadlock,WA 98339 PH (360) 385-5800 FX(360)385-5945 / I O °: / m CO -a o X N W N CS N W.°m m - 0 WCn0 - / () ° vdm N OS7 � 1+ m m 7 m 3 Ut a) CD N I 0 I o aa) 3 w CD ? N N x—^ m 3 pc 00 CD . c,o —c N N c • N < 0 / g7 3 N > m • > ' mod. 3 • N ..-.W,.. (Y 3 y r. C fII _ rn F 0 y 7 3 CD v a m a:, m o '` _ aa CID) o Or---...__ ""^-._--- - N O -9 N. D Oan O • n N N N < -o CD p Z---------- S EP 2 A N W(n N N . r'✓ , t FF 1+a... - Q .-.._.._...�„_ t T. (D a 7 .3 v f 3 a 1 f m s N f m - I+ LTz am °� mom� vm' I CD 1c-IF) r --- yaa-• 30) aoa !O X X N °' cp cm ommaa CD CD S -' * d r. O O tf' !! mCO0 �� o d Ir ap m = m C O .� C7l Ul CD N d p _'m o z f-D •a m ,to CD 0 m . d.n N j' ! 4 1, 1 X a) o N• 0 O N 5 Z c o m O 3• N ,. C. o' 1 1 �'' ► ao < a3aallomSCDR m xm a �. O v N m c o c a — lD a � m < °� O 3 � � a BCD. a d, m e• o m • Tif C• D o ET .cD 3 9 a• co � o O BCD ► N• a f�D N • O ty • _ pl Vl - '0 v ► O Vi (D 4, CD CD ► _ O O w o• N • Z • ► C n, p O� 1+ rtiil CD / co Ail Ch g S / N N O z a) * Ilik, :46t4r#4,101110 1 ca .'40 ' . #4,..,....,:...;,7,;,,•-;,.2,.:•,-4.■ 4 9,,,a0V i T 4 / 1+ ii■.&....tf.;-:.-..,,';'•,•-•••:,•. .- .-.-7,1%. N I co---Ir+4741/;'-oi'...,.:::.•,-.1" :'•:-,...:.i:.'.i,..'::,.4%, 1 t / lik.:::''','-...'"'r?':• .;:•-.Y::;...;'-f: •:••:•.••'.,,..;P••1'.-- 'OP o - D m�.4 , :!''� a• • x m � . N , / NNt � i i` O m II O o• (.1* C O i / p O N F A o C.4 p N a I• M �♦ w ►, N m d • Iq r- 1+ s s Is o � a. 1101 . • ♦ ►' v °o-co p p East Property Tine-±North ±100' ° '� 9 `D Fe • a N CD CD p<) m D I 1 N z c CD-mo d. l CD o. O CD _-__..�.�_ . < Co O D m N -' 0) N CCP s N N CD m 0.0 mo _._ -°'o x-- m a. -0 0) 4t cp Cn Adelma Beach Road x °O 003 3� O) 0 c O co N 1 CA c co CO z 0 o f O 1 m m 0 -o o a O N CCD000 (D CD 3 p O .• ff-• _ 0 -0 o 01 � IVG' � 2 v o cn C. Cn ' NO m -, 7 'O ccoo a, (D O c Z m D 6 m I . i JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 SHERIDAN ST., PORT TOWNSEND ,WA 98368, (360) 379-4450 1 SOIL EVALUATION 440". Jean DeLeo, Trustee w�;, �'ff PROPERTY OWNER %, ' 'w,,y Suzanne Martin .. 5° 2 `�1" SYSTEM DESIGNER -.. Suza,neLManin ff EY.P.RES 2/11111 LEGAL DESCRIPTION: Section 32 Township 30N Range 1W Parcel # 001 324 001 Subdivision Name Gov't Lot 5 (Is G1-G18)W co Division Block Lot(s) TI Tax G (IsG1-G18) Date Logged: 2 June 2010 Logged By: Suzanne Martin Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth where mottling or impermeable layers occur. SOIL LOG #1 SOIL LOG #2 0 to 6 in. Dark brown sandy loam 0 to 18 in Grey brown medium sand 6 to 32 in.Olive brown medium sand 18 to 62+ in.Yellow brown medium sand 32 to 60+ in.Yellow brown medium sand to in. to in. to in. Anticipated water table n/a in. Anticipated water table n/a in. Roots to 58 inches Roots to 52" inches Health Dept. Comments Health Dept. Comments SOIL LOG #3 SOIL LOG #4 0 to 4 in. Dark brown sandy loam and duff 0 to 4 in. Dark brown sandy loam 4 to 52 in. Olive brown medium sand 4 to 16 in. Yellow brown loamy medium sand 52 to 70+ in. Yellow brown medium sand 16 to 62 in. Olive brown medium sand to in. 62 to 70+ in.Yellow brown medium sand Anticipated water table n/a in. Anticipated water table n/a in. Roots to 50 inches Roots to 60 inches Health Dept. Comments Health Dept. Comments SOIL LOG #5 SOIL LOG #6 to in. to in. to in. to in. to in. to in. to in. to in. Anticipated water table in. Anticipated water table in. Roots to inches Roots to inches Health Dept. Comments Health Dept. Comments H:1IN FOHLTH\SOI L.FRM 1 100 DEVELOPMENT 'REVIEW TIME SHEET _E I. . Date Time Coimments _ eAHivPA O k 401 NA. LatQA v U-v byiaktyyltaa 'A' i1-1 1 6 .3 1r tvi - I1 Gt & • . •.0 h e'jL, tft:/-1, mss' r r ✓ Zvi( evomis - , V \ri\QA/ki 117/TY CAA-ee `12rL:1 & • A. A Ar a .� ∎ . s�i� L✓/ ./) C La. . 14: 1'L61111° Mvit)W coo h I:\R_MLT_Case_CRMLA.rpt • May 18,.2009 1 • -CDC CONSISTENCY REVIEW t Project Planner: Master#MLA10-00252 Review Type Project Description ZON10-00063 I SPAAD Primary: JEAN C DE LEO TRUSTEE Site Address: JEAN C DE LEO REV TRUST 450 ADELMA BEACH RD 1729 WASHINGTON ST PORT TOWNSEND WA, 98368 PORT TOWNSEND WA 983686930 BARBARA BLOWERS REP 124 HARRISON ST PORT TOWNSEND WA 98368 Project Location: Parcel number 001 324 001, Section 32, Township 30N,Range 1W, WM, located at 450 Adlema Beach Rd, Port Townsendm 98368 Parcel Number: 001324001 S-T-R: 32-30N-01W TotalAcreag( 1 Legal Description S32 T30 R1W GOV LOT 5(LS G-1 THRU G18)LYING W Land Use: 1100 OF CO RD TL TAX G(LS G1-G18) Flood District: Fire District: 1 Plannin ea: Flood Map(FIRM)Panel No: School 50 Zoning: j I`,5 COMP PLAN DESIGNATION: "'FFF COMMUNITY PLAN: UGA: UGA Trans MPR: WATER SUPPLY UTILITY: Service Ar PUD: [ ] Plot plan states"property line" [ ] Assessor's Map(Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property 1p NO [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special Reports Nearby YES NO [ ] Designated Ag [ ] Shoreline Designation: NO � 1 A Vi iv`- [ ] Shoreline Slope Stability: a NO ,jam;/ `o' r 10 ,ii 1 _,Li,! el i1� 1 (1�1,,„ ' $ ,A $1 5 Stream Type:YES NO _ 1 1 C y� Fish&Wildlife:'1 NO `Y[cU V, tvt,'Wh�u j V ' 71 - Wetlands: YES NO 'T Rare Plants:YES NO Seismic: 0 NO Landslide: NO14QA/,UV Flood: S NO Erosion: YES 50' Aquifer Recharge Area YES Nom, SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Moderate isk ►'-- .nnected CMZ Stormwater site plan submitted: YesNo a [ ] Forest Lands: YES NO Adjoining Forest Lands: _ Commercial/ Rural/ Inholding [ ] Stormwater:drew Impervious Surface_ Land Disturbing Activity_ ESA's Stormwa�tVer Req's: Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure: Airport YES NMRL YES N,.,_.--O - ,.,_.--- Forest Lands YES NO [ ] Landscaping Required:Yes No [ ] Parking Spaces Reed 3146--- T (�� Other_ [ ] Building Height: 5' UBC Standarii' c 1 -Willa eo j W [ ] Impervious Surface Lands&Pu coveblic: 1rag0%e percentage:Rural Residential: SI Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60% Area of Buildin: overage:60%in Rural Industrial Lands only — [ ] Total Building(s)Size: �1_I RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC:10,000 SF All others:subject to septic&water constrairts1None specified ' [ ] Setbacks: Front: ,..1 Left Side: S Right Side: __— --_ Shoreline Setback: ,„1 -- — LSHA Setback: [ ] Road Classification:EXISTING N� 'DRAP Road Approach: — [ ] SEPA Required: YES [ ] Flood Certificate: , 1. [ ] Existing Case(s) &Condition(s): Violations: Yes No AFN Over Syrs=UDC [ ] Recorded Date of Subdivision: Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant d ES NO?pubmitted: YES NO [ ] UGA No Protest Agreement YES NO submitted: [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO ADMIN: Setbacks entered in Permit Plan case N/A YES ____ -- [ ] New Parcel Tags entered in Permit Plan N/A YES —Special Reports Scanned N/A YES --- _ No parcel tags found for parcel Associated CASES status issued finaled desc_ ription 001324001 MLA10-00252 P SPAAD ZON10-00063 SOM86-00055 F SEP86-00055 F 5/11/1986 5/11/1986 • •