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HomeMy WebLinkAboutBLD2003-00527 IIR ' ILDING PERMIT APPLICA . ' , MLA03-00480 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00527 Received Date: 8/18/2003 SITE ADDRESS: 2522 E MARROWSTONE RD NORDLAND, 98358 OWNER: ROBERT BRASIER PHONE: (360)379-1075 1821 E MARRWOSTONE RD NORDLAND WA 98358-9682 SUBDIVISION: NORDLAND BLK 1 Block: Lot: T 83 PARCEL NUMBER: 976200102 Section: 33 Township: 30 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr NEW SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,888 VALUATION 201,056.00 ADD'L: 694 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 3N SHORELINE: CONST TYPE: GARAGE: 768 SETBACK: 70 DECK: 611 BANK HEIGHT: 68 SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 1 Prop: 3 Seismic Streams Total: 1 Total: 3 Flood Way Floodplain � its,- F&W Landslide Routing Date: g �� Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,564.95 MJA 08/18/03 58324 Plan Check $1,017.22 MJA 08/18/03 58324 [`�� State Building Code $4.50 MJA 08/18/03 58324 ( D — Potable Water Application $51.00 MJA 08/18/03 58324 DEC ' S1003 Total: $2,637.67 Jefferson County Plannin�. & Building pe _.n iti/k)(1/11rd Rartman �(/ t • BUILDING PERMIT • Jefferson County Depm 621 Sheridan Streetart, Portent of TownsendCommunity, WADevelopment 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00527 Received Date 08/18/2003 SITE ADDRESS: 2522 E MARROWSTONE RD Issue Date 12/15/2003 NORDLAND, 98358 APPLICANT: ROBERT BRASIER PHONE: (360)379-1075 1821 E MARRWOSTONE RD NORDLAND WA 98358-9682 SUBDIVISION: NORDLAND BLK 1 Block: Lot: T 83 PARCEL NUMBER: 976200102 Section: 33 Township: 30 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE REQUIRED INSPECTIONS: [ ] SETBACKS: [ ] UFFER: [ ] Footing: [ ] Foundation: [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing: 11 Plumbing: [ ] Propane Tank/ Lines: [ ] Insulation: 11 Sheetrock: [ ] Septic Sytem Final Approval: 1 Zoning Final Approval: [ ] Final/Occupancy Approval: HEALTH DEPARTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE REVERSE • • SPECIAL CONDITIONS FOR CASE # BLD03-00527 1.) The application was reviewed by the Jefferson County Department of Community Development staff on (8/18/03 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Shoreline (Conservancy), Seismic Hazard, Landslide Hazard III (Severe), High Risk Seawater Intrusion Protection Area (SIPZ), Stormwater, and Aquifer Recharge Area (SARPA+Susceptible). 2.) 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. 3.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 70-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed single family dwelling. 4.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 5.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 6.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 7.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 8.) A geotechnical report was conducted by Bill Payton, Geologist for NTI Inc. The report originally recommended a setback of 100-feet. The applicants requested an addendum to the report on 2/21/02, which concluded a reduced setback of 70-feet is appropriate. This setback shall be measured from the top of the landslide/shoreline bluff, and measured perpendicularly from the top to the proposed dwelling. The report further concluded stormwater shall be directed away from the bluff. In addition, all vegetation shall be maintained between the bluff and the proposed dwelling. 9.) The proposal was sent to WDFW for eagle habitat. Shelly Ament, Wildlife Biologist for WDFW reviewed the proposal and concluded on 12.20/01 that the proposed development is not in conflict with eagle habitat. 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. 11.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 12.) 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. 13.) Marine shorelines and isla�s are susceptible to a condition that is knows 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. 14.) 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). 15.) 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. 16.) 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. 17.) MANDATORY MEASURES 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. 18.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 19.) A flow meter shall be installed prior to final sign off of the building permit. 20.) On-going well monitoring for chloride concentration is required. The property owner shall allow access to Jefferson County PUD or approved contractor to take samples as required. 21.) A Hydrogeologic Report was conducted by Aspect Consulting on 10/28/03, to investigate the High Risk SIPZ associated with the parcel. The report concluded the Brasier well will not cause impairment to existing wells in the surrounding area. 22.) The applicant is proposing to create or add 6,945 square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Large Parcel Stormwater Plan. The applicants will retain a large portion of native vegetation on the property. They are routing all stormwater away from the bluff. In addition, a 1,000 gallon catchment system will be installed to collect stormwater runoff. 23.) 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. 24.) A Stormwater Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 25.) 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). 26.) The site plan as submitted with the building application on 8/18/03 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated 12/11/03 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 27.) This approval is for a single family dwelling 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. 28.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 29.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre 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 Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13)or more unlicensed or inoperable 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 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 30.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 31.) The building height is not to exceed 35 feet. 32.) East Marrowstone Road is classified by a local access road and requires a minimum 20-foot front yard setback. The front setback shall be measured from the edge of the right-of-way to the proposed residential development. The side yard setbacks shall maintain a minimum 5-foot setback. The rear setback is adjacent to the shoreline and is required to maintain a 70-foot setback, measured from the top of the bluff to the proposed residence. 33.) A Declaration of Restrictive Covenant was recorded to combine parcels 976200102 & 976200103 for the purposes of development. The covenant was recorded at the Jefferson County Auditors Office on 1/30/02 under file number 451945. 34.) The applicant shall adhere to the conditions included in the geotechnical report. The conditions include the following. 1) All runoff surface water should either be directed away from the bluff or tightlined down the face of the bluff to prevent accelerated erosion from this source. Surface water discharge to adjacent properties should not exceed predevelopment conditions. 2) All drainage control devices should be maintained in good working order and inspected at least once a year. 3) Maintain ground cover to reduce erosion from surface runoff. Native vegetation that requires little or no irrigation would be the most beneficial. Also, vegetation on the bluff face should be encouraged. 4) Silt fencing shall be required during construction. 5) A safety fence erected ten or fifteen feet landward from the precipitous bluff edge should be considered. 35.) A minimum of two (2)on-site parking spaces shall be provided for the single family residence. I:\F_BLD_Permit_Buildng.rpt 10/29/19 � © • i 4 Jefferson d _. anent of C i nmunity Development * °6 621 Sheridan Street,Port Townsend WA 88368(360)378-4450 ,,,,. , 2 ‘ .pp, _ , ,,,,,Illo©n .,?:_____,,,„No •0 ....r ' -)permilt A ... 2 ii,., ,,,,. „ ,,,, [L, Project Description: _ Building Type: Project Type: _ __..AUG ,`Fr rt �Typ V Single Family 5d New :V Wood ❑ Garage Attached/Detached ❑ Addition l i] Steel ,! ❑ Modular PEST FP' ❑ Alteration/Remodel J- ❑ Concrete • CI Commercial CI Repair D�PT f' El Masonryi c y _._-.-. ❑ Multi-family/#of Units ❑ Demolition ❑ Other: Cl Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: I Existing: Existipg: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: �(2 Proposed: 1 V Individual System ❑ Woodstove VPropane Total: Total: If not sewer,fill out the following: ❑ Heat Pump 1 6/Conventional ❑ Alternative ❑ Other Permit# SEP SEi) DI-00240 Water Supply: VPrivate well ❑ Two Party Well❑ Public:Name of water system: Square Footage: a� For Office Use Only Main Floor 1686 \�1) �, Consistency Review 47,00 2ND Floor .1.4 v\--1 ��6 Base fee ks`iaUl q 5 - 3rd Floor Plan Check fee-65% t u ` -I •2.2_ Htd Basement State Surcharge fee L{.S-0 - Unhtd Basement Subtotal a �s 3 e �p 7 Garage/Carport 7C \c6)\Q� Pot Water Review fee Z� ..-0 0 4.,,°v W/ T`e..r r y..'.f`c' l,-.solo Decks ���y� 911/Rd Approach fee '� k.„)keh Commercial _ ) TOTAL k5� • 0 7 C.'f J Industrialc....,,7 Receipt# 3Z� Other Cash/Check# Total Valuation: Initials Or �� y� Ch. Date ( Yj d� Estimated Cost: ''►(00J DO 0 If within 200' of the Shorelin Distance to Bank or Ordinary High Water Mark A g 70 ft.Bank Height 677, F ft. By signing the application form,the applicant/ownr 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 acce d right of en .Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry phc.Alor,. or structure shall be requested and shall occur during regular business hours. r Signature:; l,Z 1ivQ �/l�r 'Date: -1.7.ki.�o 59 .lam f� OVER R - H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 �� • Kirk E. Boike t68 REGISTERED A AR ARCHITECT - IRK E. BO1KE 360 385-6140 STATE OFWASHINGTt 6 1 789 Quincy• Port Townsend,WA 98368 fQi — 'r . of ° i. y may. ©. c-j ..,.". }. 11 J I 4 II� - ._ t' raaaa®vsd+,d...�.:.., 43 -_L-k# -_ .54 ! */8"dtgib. w/ ,i 1 t,a '5 e -4" 0,L, r V,o11N .c1e¢. 0 1 1 Fse- `.5 = 1(0.1P y j il Pi lS' = l• ', AUG 1 8 2003 \\t JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMEN L .y-11 60, 3 A/7 ..fig 61 - r-e-121a-xj—vcd- 7 ---- It/