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HomeMy WebLinkAbout7 - Parcel History and InformationJefferson County Assessor & Treasurer - Property Details - 89 KARL G ANDERSON for... Page 1 of 3 Jefferson County Assessor & Treasurer 12689 KARL G ANDERSON for Year 2016 - 2017 Property Account Property ID: 12689 Legal Description: S32 T30 RIE TAX 5 (TRACT 2) WITH EASEMENT T.L. ADJ Parcel Number: 021324004 Agent Code: Type: Real total amount due. Tax Area: 0211 - 1-49F1E1H2L1 Land Use Code 11 Open Space: N DFL N Historic Property: N Remodel Property: N Multi -Family Redevelopment: N Township: 30N Section: 32 Range: 1E Location Address: 401 GRIFFITHS POINT RD Mapsco: NORDLAND, WA 98358 Neighborhood: SEC 32 T30 R1E LESS PLATTED INCLUDES GROTE SP & HARRAGE SP Map ID: Neighborhood CD: 4550 Owner Name: KARL G ANDERSON Owner ID: 93808 Mailing Address: 401 GRIFFITHS POINT ROAD %Ownership: 100.0000000000% NORDLAND, WA 98358 Exemptions: Pay Tax Due Select the appropriate checkbox next to the year to be paid. Multiple years may be selected Year - Statement ID Tax Assessment Penalty Interest Total Due 2017 - 2644 (Balance) $1218.80 $37.85 $0.00 $0.00 $1256.65 Total Amount to Pay: $ 'Convenience Fee not included Taxes and Assessment Details Property Tax Information as of 09/08/2017 Amount Due if Paid on: ®e NOTE: If you plan to submit payment on a Future date, make sure you enter the date and click RECALCULATE to obtain the correct total amount due. Click on "Statement Details" to expand or collapse a tax statement. Year Statement ID First Half Second Half Base Amt. Base Amt. penalty Interest Base Paid Amount Due 1P Statement Details 2017 2644 $1257.21 $1256.65 $0.00 $0.00 $1257.21 $1256.65 10 Statement Details 2016 2652 $1259.61 $1259.01 $0.00 $0.00 $2518.62 $0.00 Values Taxing Jurisdiction http://trueweb.jeffcowa.uslpropertyaccessIProperty.aspx?cid=0&year=2016&prop_id=12689 9/8/2017 Jefferson County Assessor & Treasurer - Property Details - 89 KARL G ANDERSON for... Page 2 of 3 Improvement / Building Improvement #1: Residential Bldg State Code: 19 0.0 sqft Value: $1,575 Type Description Class Sub Class Year Area CD CD Built OTHER Other 0 0.0 Sketch Property Image This property contains TIFF images. Click on the button(s) to download the full image (which may contain multiple pages). 7- http://truewebjeffcowa.uslpropertyaccessIProperty.aspx?cid=O&year=2016&prop—id=12689 9/8/2017 Jefferson County Assessor & Treasurer - Property Details - 89 KARL G ANDERSON for... Page 3 of 3 Land Roll Value History Deed and Sales History Payout Agreement This website is under active development. Some functionality is not yet available and data is not guaranteed. Assessor Home Page Treasurer Horne Pap -e Countv Maas Permits Disclaimer Website version: 9.0 40,29 Database last updated on: 9/8/2017 3:40 AM © N Harris Computer Corporation http://trueweb.jeffcowa.uslpropertyaccessIProperty.aspx?cid=0&year=2016&prop_id=12689 9/8/2017 Cases CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 021324004 Printed: September 8, 2017 Name BLD17-00136 ANDERSON Application Received: 4/4/2017 Permit Issued/Case closed: DEMO PERMIT DEMO PORCH 12X20 No findings, conditions, or permissions found. Review Status Planner Type C Case Finaled: CAM16-00593 ANDERSON NA M Donna Frostholm Application Received: 12/7/2016 Permit Issued/Case closed: 12/7/2016 Case Finaled: construction of sfr along sng sForeline No findings, conditions, or permissions found. ZON09-00119 MLA09-00360 ANDERSON I E Donna Frostholm Application Received: 10/22/2009 Permit Issued/Case closed: 6/16/2010 Case Finaled: Site Plan Approval Advance e ermination (SPAAD) for single -farm y rest en ial development. 1.) This Site Plan Approval Advance Determination is for future construction of a single-family residence on a parcel immediately adjacent to Kilisut Harbor. This segment of the shoreline is designated as Conservancy. An existing bulkhead serves as the ordinary high water mark and the top of bank. The shoreline setback for this parcel is 30 feet. This SPAAD vests the proposal to the shoreline requirements in Chapter 18.25 JCC, but is not a shoreline permit. The project proponent is to apply for a shoreline exemption at the time of building application. 2.) THE PROJECT PROPONENT SHALL APPLY FOR AND OBTAIN A BUILDING PERMIT PRIOR TO BEGINNING ANY WORK APPROVED UNDER THIS SPAAD. 3.) THE PROJECT PROPONENT SHALL APPLY FOR A SHORELINE EXEMPTION AT THE TIME OF BUILDING APPLICATION. 4.) THE EXISTING SEPTIC SYSTEM SERVING THIS PARCEL, SEP76-229 IS CONSIDER FAILED. NO FUTURE DEVELPMENT PERMITS WILL BE APPROVED BY JEFFERSON COUNTY PUBLIC HEALTH WITHOUT THE SEPTIC SYSTEM BEING IN COMPLIANCE WITH CURRENT CODE. 5.) 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. 6.) A PARCEL TAG FOR NOTIFICATION PURPOSES REGARDING THE FAILED SEPTIC SYSTEM HAS BEEN PLACED ON THIS PARCEL. 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: fish and wildlife habitat conservation areas (listed species in Kilisut Harbor); geologically hazardous areas (seismic hazards); aquifer recharge areas (special aquatic resource protection areas); seawater intrusion protection zones (high risk). 8.) This proposal is vested to regulatory requirements in place at the time of application. Regulatory review of this application was based on a Washington Supreme Court decision that clarified that the Jefferson County Critical Areas Ordinance (as codified in Chapter 18.25 JCC) does not apply to development within shoreline jurisdiction. Proposed development within shoreline jurisdiction is regulated under the Shoreline Master Program (Chapter 18.25 JCC). Based on this, critical areas were not reviewed for those portions of the proposed development within shoreline jurisdiction and no fish and wildlife habitat conservation area buffers have been applied. Any development in the eastern portion of the parcel (and is outside of shoreline jurisdiction) may be subject to critical areas review. 9.) 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. Seismic hazards for single-family residential do not require submittal of a Special Report. 10.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 9/8/2017 Pagel of 8 Cases Name Review Status Planner Type 11.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 12.) The parcel is located within a High Risk SIPZ (seawater intrusion protection zone) according to the County GIS map. There are mandatory measures identified in the Jefferson County Seawater Intrusion Policy (Resolution 44-22, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing lots of record. A High Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses above 200 milligrams per liter (mg/L). 13.) 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. 14.) MANDATORY MEASURES OF HIGH RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 15.) MANDATORY MEASURES FOR HIGH RISK SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH -approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirements: a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160-106 for a new groundwater well within 100 feet of a sea -salt water intrusion area per WAC 173-160-171 (i.e., within 100 feet of a groundwater source showing chloride concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an existing or proposed groundwater well not subject to an Ecology variance, applicant must provide evidence through a hydrogeologic assessment (relevant components of an Aquifer Recharge Area Report per UDC 3.6.10.e) of a reasonable probability that the subject aquifer will not be degraded by the proposed use of well. b. Installation of a flow meter. c. On-going well monitoring for chloride concentration. d. Submittal of flow and chloride data to the County per monitoring program. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 16.) 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. 17.) At the time of building application, a stormwater plan that complies with the 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. 18.) The installation of stormwater facilities may preclude the installation of an on-site sewage disposal system. Stormwater facilities must meet setbacks from on-site sewage systems as described in WAC 246-272 at the time of application for an on-site sewage system. Septic systems are required to be placed into native undisturbed soil. Removal of soil, disturbance or filling may limit placement of an on-site sewage system. Stormwater discharge cannot be directed to or across an on-site sewage system. 19.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act (SEPA) pursuant to WAC 197-11-800(1)(b)(i). \\tidemark\data\forms\R_MLT_Parcel_Cond. rpt 9/8/2017 Page 2 of 8 Cascs Name Review Status Planner Type 20.) The site plan as submitted with the SPAAD application on October 22, 2009 has been reviewed for consistency with 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 June 8, 2010 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 21.) This approval is for a Site Plan Approval Advance Determination 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. 22.) The parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 23.) The property is located at 401 Griffiths Point Road. 24.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 25.) 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. 26.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. \\tidemark\data\forms\R_M LT_ Parcel_Cond.rpt 9/8/2017 Page 3 of 8 Cases Name Review Status Planner Type 27.) The proposal was reviewed against the site plan determination criteria specified in Article VII, 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 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 is approximately 0.7 acre in size. The site plan, as submitted on October 22, 2009 and approved on June 8, 2010, complies with Jefferson County Code Table 6-1: Density, Dimension and Open Space. This application is for a Site Plan Approval Advance Determination to eventually construct a single-family residence. Jefferson County Department of Environmental Health reviewed the application and approved based on the site plan received October 22, 2009. This Site Plan Approval Advance Determination was not reviewed for fire flow due to the application, as proposed, is currently within the Quimper water service area and the applicants submitted a Public Utility District #1 Water Availability Notification for Public Water System (dated October 19, 2009). Jefferson County has no specific adopted fire flow requirements for use in permitting. Application of a Coordinated Water System Plan for 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. The applicant shall provide proof of potable water at the time of building permit application. This application does not vest the parcel for potable water. Access is provided by Griffiths Point Road (C592009), which is a local access road. The approved site plan has not been reviewed for stormwater requirements. JCC 18.30.060 and JCC 18.30.070 requires that the project applicant prepare a stormwater plan in compliance with the Washington Department of Ecology Stormwater Management Manual for Western Washington to control stormwater, erosion, and sediments 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 a building permit application, a stormwater plan in compliance with the 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 Section 8 of this Code and Chapter 43.21C RCW. Staff comment: Single family residences are EXEMPT from the State Environmental Policy Act (SEPA). WAC 197-11-800(1)(b)(i) identifies the construction of any residential structure of four (4) dwelling units. 4. Approving the proposed site plan will serve the public use and interest and adequate provision has been made for the public health, safety and general welfare. Staff comment: The proposal will not 28.) 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. 29.) Setback from the Griffiths Point Road is no less than 20 feet, the side setbacks are 5 feet, and the setback from Kilisut Harbor is 30 feet. 30.) The building height is not to exceed 35 feet. 31.) At the time of building application, the project proponent shall demonstrate proof of potable water. \\tidemark\data\forms\R_MLT—Pa rcel_Cond. rpt 9/8/2017 Page 4 of 8 Case's Name Review Status Planner Type 32.) 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). 33.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer -run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as "critical habitat" for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: - All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters - Remove minimal vegetation for site development, especially large trees - Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. BLD17-00137 MLA17-00014 ANDERSON I P Anna Bausher Application Received: 4/4/2017 Permit Issued/Case closed: Case Finaled: NSFR WITHATTAC EDUARAGE SDP17-00005- SEP16-00099 1.) This building approval accounts for 240 GPD of septic system capacity, as designed and approved SEP16-00099 is sized for only one single family residence for 360 gallons per day. It is not sized for an Accessory Dwelling Unit (ADU). The minimum daily design flow per residence is 240 GPD. 2.) 10' minimum separation required between the water line and any onsite sewage system components including sewage transport lines. 3.) Approval of this permit does not provide any assurance of future approvals for onsite sewage disposal on the property or use of any existing septic systems. Actions taken to date and proposed as part of this project may limit or prevent future development of an onsite sewage system. Future proposals must meet current code at the time of application. 4.) PRIOR TO FINAL OF THIS BUILDING PERMIT the existing residence (mobile home) on the parcel must be removed. The septic system does not have the capacity for a second residence. \\tidemark\data\forms\R_MLT_Parcel_Cond. rpt 9/8/2017 Page 5 of 8 Cases Name Review Status Planner Type PRJ17-00027 MLA17-00014 ANDERSON P Application Received: 4/4/2017 Permit Issued/Case closed: Case Finaled: SHORELINE VARIANUF77PEM PRE16-00039 No findings, conditions, or permissions found. SDP17-00005 MLA17-00014 ANDERSON III P Anna Bausher Application Received: 4/4/2017 Permit Issued/Case closed: Case Finaled: Shoreline Variance (Type o reduce the standard 150 foot shoreline buffer to 52 feet, as regulated by the Shoreline Master Program Chapter 18.25 JCC, for construction of a new single family residence with an attached garage. The parcel is constrained by existing onsite septic facilities. A No Net Loss and Mitigation Plan has been submitted with the variance application materials. The project will require a public hearing. The project is exempt from SEPA review under WAC 197-11-800 (1)(b)(i). Final authority for shoreline variance permit decisions rests with the Washington State Department of Ecology. No findings, conditions, or permissions found. OTH10-00010 ANDERSON CLS Application Received: 1/13/2010 Permit Issued/Case closed: Case Finaled: WET SEAS EVAL No findings, conditions, or permissions found. PRE16-00039 ANDERSON M Patrick Hopper Application Received: 12/13/2016 Permit Issued/Case closed: 1/13/2017 Case Finale& NSFR w/ setback variance No findings, conditions, or permissions found. SEP16-00099 ANDERSON A Patrick Hopper Application Received: 6/16/2016 Permit Issued/Case closed: 10/11/2016 Case Finaled: 1.) This permit was issued to correct a violation of WAC 246-272A as the existing laterals were found to installed into groundwater in the winter months. The permit must be completed within 90 days of the date of issuance. 2.) H - 2 Wells need to be decommissioned per WAC 173-160-381. The following 2 cases must receive final approval before final approval will be give for this septic permit. USR16-00035 & USR16-00036 3.) H - The Existing cistern shall be properly abandoned. It shall be pumped and filled with clean fill. Documentation to be provided to Health Dept. prior to final. 4.) H -The existing outhouse must be properly decommissioned and doccumented by the installer 5.) 150' Setback to shoreline required from all tanks. 6.) H - Existing tank shall be properly abandoned. It shall be pumped and filled with clean fill. Documentation to be provided to Health Dept. prior to final. 7.) Septic tank and pump chamber to be water tight. Extra protection (i.e. Bentonite) to be used around inlet, outlet, and risers due to confirmed high water table. 8.) Approval/issuance of a sewage disposal permit or installation of a septic system does not guarantee the approval of other development or a building permit on this site. Future buildings that require connection to an on-site sewage system (OSS) shall only be approved if the OSS meets the current standards and codes in effect at the time of the building application. 9.) H - AS PER WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT THE FREQUENCY DEFINED PER STATE WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT 10.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 11.) This system must be constructed by an installer certified by the Jefferson County Public Health Department per Jefferson County Code 8.15.120 (9) and state code WAC246-272A-0250 due to shoreline. 12.) H - An asbuilt drawing and certification of completion by the designer is required prior to final approval. 13.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 14.) Contact designer prior to installation for staking of drainfield area. 15.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. \\tidemark\data\forms\R_MLT_Parcel_Cond. rpt 9/8/2017 Page 6 of 8 Cases Name Review Status Planner Type 16.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property owner and the Health Department. The manual must instruct the owner of the on site sewage system on the ways to properly operate and maintain all components of the system. 17.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components. 18.) Dry season installation required. 19.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 20.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 21.) This approval is valid only with a connection to an approved public water supply due to this application being for an expansion. 22.) 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. 23.) All construction and development activities must comply with all permit conditions, Washington State and Jefferson County Codes and Recommended Standards and Guidance documents in effect when the permit is issued. 24.) The application was reviewed by the Jefferson County Department of Community Development staff on July 29th, 2016 for the potential presence of Critical Areas under the provisions of the Unified Development Code (UDC). 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: Fish and Wildlife Habitat Conservation Area, Seismic Hazard Area, Critical Aquifer Recharge Protection Area, High Risk SIPZ. 25.) 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. 26.) MANDATORY MEASURES OF HIGH RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 27.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1) All Industrial Land Uses (2) All Commercial Uses (3) All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit (4) All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit (5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 28.) This approval is for a New Septic System only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 29.) The revised site plan as submitted with the New Septic System application on August 31 st, 2016 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the approved revised site plan shall be resubmitted for review and approval by Jefferson County Department of Community Development. 30.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. SEP76-00229 ANDERSON V Application Received: 9/15/1976 Permit Issued/Case closed 12/22/1976 Case Finale& 2/4/2009 filed w/ SEP16-99 a compTe e�new system No findings, conditions, or permissions found. \\tidemark\data\forms\R__MLT Parcel_Cond.rpt 9/8/2017 Page 7 of 8 Cases Name Review Status Planner Type SOM76-00229 ANDERSON Application Received: 6/11/2015 Permit Issued/Case closed: copy from owner No findings, conditions, or permissions found. VIO Case Finaled: USR16-00035 ANDERSON DC Application Received: 9/26/2016 Permit Issued/Case closed: 10/11/2016 Case FinaMd: DECOMMISSIONING No findings, conditions, or permissions found. XMP90-00031 ANDERSON E Application Received: 7/16/1990 Permit Issued/Case closed: 7/16/1990 Case Finaled: PROPOSAL: The proposal is construct 100 feet of rip rap shoredefense ork for erosion protection. No findings, conditions, or permissions found. \\tidemark\data\forms\R_MLT_Parcel_Cond. rpt 9/8/2017 Page 8 of 8 vow voo a a U 3 v K I O p f � µ YOY � 6 w ]I195YO04 'WaiLy W9M1t Ip @C.Ca-�]R#rRIjiRO A[yC5 [ Yp [��d MCL ',� LL A t9L00p M o �1 kzs � p �8 -' �N 0 W `w Owo �w UWyity7 �U F-�U1 oi Lo ;oaww»p�z per" O o3n �w v��70�;R88E �wugd U wwwl3 �S >s� doa aHIM �Fa: ]I195YO04 'WaiLy W9M1t Ip @C.Ca-�]R#rRIjiRO A[yC5 [ Yp [��d MCL ',� LL A t9L00p M o �1 kzs � p �8 -' �N 0 W `w Owo �w UWyity7 �U F-�U1 t' C CONSISTENCY REVIE Master#MLA17-00014 ReviewTvpe PramectDescription BLD17-00137 NSFR WITH ATTACHED GARAGE SDP 17-00005- SEP 16-00099 PRJ17-00027 SHORELINE VARIANCE TYPE III PRE16-00039 SDP17-00005 111 SHORELINE VARIANCE TYPE III PRE16-00039- BLD17-00137- SEP16-00099 Primary: KARL & CINDYANDERSON Site Address: 401 GRIFFITHS POINT ROAD 401 GRIFFITHS POINT RD NORDLAND WA 98358 NORDLAND WA, 98358 REP LEXAR HOMES 94 KALA SQUARE DR PORT TOWNSEND WA 98368 Froj ect Location: Parcel Number: 021324004 S -T -R: 32-30N-1 E Legal Description S32 T30 RIE TAX 5 (TRACT 2) WITH EASEMENT T.L. ADJ Flood District: Flood Map (FI Panel No: Fire District: _ chool D 49 Project Planner: Total Acreage 1 Land Use: 9800 Planning Area: Zoning:1 j UUMF FLAN DESIGNATION: COMMUNITY PLAN:_ UGA: UGA Trans [A Plot plan states "property line" [XI Assessor's Map (Property lines an submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) KI Legal Access to Property (9)NO I ] Parcel Tags or Scanned Documents Q2��30��- [ ] ESA's: Special Reports arty YES NO S �+� �, cr — 9J5— [ ] Designated Ag YES j Shoreline Designation: YES NO Shoreline Slope Stabilit ES NO Stream Type:YES NO FWHCA: YE NO Wetlands: YES NO A61- (.MC NJ IfIU ue� S _ iM,. Rare Plants:YES NO Seismic: NO Landslide: YES Flood: YES Erosion: YES NO Aquifer Recharge Area:ES NOP: — Mcf i-wSC� SIPZ: none At Ris igh'Risk Coastal CMZ:none High Risk Moderate Risk Disconnected CMZ Stormwater e plans fitted: Ye No [ Forest Lands: YES Adjoining Forest Lands: Commercial/ Rural/ Inholding ] Mineral Lands: YES ENO [ Agricultural Lands: [ x] Archaeology: YES (0 — [;] No Shooting Zone: YES ONO K.] Stormwater: New Impervious Surface Land Disturbing Activity 7 , ESA's Stormwater Req's: Min Req #2 Mi a #1 Min Req #1 thru #10 Engineering [ ] Notice Provisions/Disclosure: Airport n NQ MRL YEsNZ Forest Lands YES rro [j<] Landscaping Required: Yes No [ � Impervious Surface coverar )ercentage: I / ®/a Resource Lands & Public: 10% Rural Residential: 25% Rural Indus_ _ .:; Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage: 60% in Rural Industrial Lands only f Total Building (s) Size: RVC: 20,000 SF CC: 5,000 SF NC: 7,500 SF GC: 10 000 SF All others: subjectttt septic & water constraints/None specified Setbacks: Front:Left Side: Right Side: S Rear: Shoreline Setback: rW��, FF�,,•-fi�rr c� LSHA Setback: hi [� Road Classification: •� Uc5 Road Approach: XISTIN NOT REQ'D RAP SEPA Required: YEs EXEMPT Flood Certificate: Existing Case(s) & ition(s): 4iQZ U) Violations: Yes �W. Recorded Date of Subdivision: WU AF'N- Over 5yrs=UDC Plat Conditions: N"_/ C5yrs=Plat Conditions on plat or Old Ordinance [, Lots/Require Declaration of Restrictive Covenant YE N submitted: YES NO UGA No Protest Agreem YES NO, sub tte+d: YES NO [] Site Visit conducted •S". } }^d [ Require Final Zoning Ap ova YE N [ ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Perm' Ian N/A YE !L irep,+ Special Reports Scanned N/A YES fa No parcel tags found for parcel Associated CASES status issued finaled description 021324004 BLD17-00136 C DEMO PERMIT DEMO PORCH 12X20 CAM16-00593 M 12/7/2016 construction of sfr along shoreline MLA09-00360 ZON09-00119 E 6/16/2010 Site Plan Approval Advance Determination (SPAAD) for single-family residential development. MLA17-00014 BLD17-00137 P NSFR WITH ATTACHED GARAGE SDP 17-00005- SEP 16-00099 PRJ17-00027 P SHORELINE VARIANCE TYPE III PRE16-00039 SDP17-00005 P SHORELINE VARIANCE TYPE III PRE16-00039- BLD17-00137- SEP16-00099 OTH10-00010 CLS WET SEAS EVAL PRE16-00039 M 1/13/2017 NSFR w/ setback variance from OHWM SEP16-00099 A 10/11/2016 SEP76-00229 V 12/22/1976 2/4/2009 filed w/ SEP 16-99 a complete new system SOM76-00229 VIO copy from owner USR16-00035 DCM 10/11/2016 DECOMMISSIONING XMP90-00031 E 7/16/1990 PROPOSAL: The proposal is to construct 100 feet of rip rap shore defense work for erosion protection.