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Home My WebLink AboutBLD2003-00421 "'BUILDING PERMIT APPLICA!"ION MRLA03 0eview 0p380 e: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00421 Received Date: 7/8/2003 SITE ADDRESS: 1430 SCHWARTZ RD NORDLAND, 98358 OWNER: SHIRLEY A SANDOZ PHONE: (360)43-7-9517 U 46 VILLAGE WAY PMB 168 3 -79- 567 PORT LUDLOW WA 98365 SUBDIVISION: Block: Lot: PARCEL NUMBER: 021212001 Section: 21 Township: 30 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION REMODEL OF EXISTING RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ALT MAIN: 2,670 VALUATION 94,500.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: 1,838 #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: SETBACK: 81 DECK: BANK HEIGHT: 81 SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: 3 Exist: 2 Wetland Erosion Prop: 3 Prop: .4^1 Seismic Streams Total: 6 Total: fa- if Flood Way Floodplain Routing Date: F&W Landslide `�/q/aoo3 Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $951.75 MJA 07/08/03 58108 APPROVED Plan Check $618.64 MJA 07/08/03 58108 State Building Code $4.50 MJA 07/08/03 58108 JUL 3 0 2003 Potable Water Application $51.00 MJA 07/08/03 58108 Jefferson County Planning Total: $1,625.89 & Building Department POIN ' fl ° iji SCir J • el BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00421 Received Date 07/8/2003 SITE ADDRESS: 1430 SCHWARTZ RD , ,,' v� 0 Issue Date 07/30/2003 NORDLAND, 98358 '�� Il. APPLICANT: SHIRLEY A SANDO � �4 PHONE: (360)437-9517 U 46 VILLAGE WAY PMB 168 L>SepC —61 PORT LUDLOW WA 98365 N6a1APP wtl gs358 SUBDIVISION: Block: Lot: PARCEL NUMBER: 021212001 Section: 21 Township: 30 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: REMODEL OF EXISTING RESIDENCE REQUIRED INSPECTIONS: °µ. E- qr)44ASe- `T1: [ ] SETBACKS: [ ] UFFER: [ ] Footing: [ ] Foundation: [ ] Underground Plumbing: [ l Underground Insulation: [ ] Shear Wall : [ ] Framing: (.JeI - OK //Ohl Qy 3 1 1 Plumbing: OK, 7--0 h-1) OK /B/08 FY 3, C . iS0 [ ] Propane Tank/Lines: Aso 4�Aler D ,� [ ] Insulation: /2 S L OK 7/,roS 7Z/DS Ae EAt Ok TC lea ,, i, / O 1 1 Sheetrock: u , 7�z;/a.4 4a Z/1p$ [ ] Septic Sytem Final Approval: 1 Zoning Final Approval: o [ ] Final/Occupancy Approval: 4/e4'c:r i ' I oK 4cr 4 4,/ 4?yOg HEALTH DEPARTMENT APPROV REQUIRED PRIOR TO FINAL INS ECTION 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 # BLD03-00421 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 7/22/03 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), Eagle Habitat, Landslide Hazard Area III (Severe), Erosion Hazard, and Aquifer Recharge Area (Susceptible). 2.) 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. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) 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 (see attached). 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.) MANDATORY MEASURES FOR AN AT 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. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 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. 7.) 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. • 8.) MANDATORY MEASURES Fe 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. 9.) This proposal is located entirely within the High Risk Seawater Intrusion Protection Zone (SIPZ). The proposal will not require a new potable water source and will not be adding any new bedrooms to the current septic system and will not be required to submit a hydrogeologic study. 10.) The proposal is located within close proximity to eagle habitat. The proposal is to remodel and existing dwelling and no new impervious surface is being added. An eagle review was not sent to WDFW because no new impervious surface is being proposed and no conifers are being removed. 11.) 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. 12.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 13.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar (Thuja Plicata), and Western Hemlock (Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry(Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow(Saliz Lasiandra), and Scouler's Willow(Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry(Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean Spray(Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant(Ribes Sanguineum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus Racemosa), Snowberry(Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium). 14.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 15.) 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. • 16.) Prior to and during approved construction activities, the perimeter of the Ian ide 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." 17.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 18.) 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. 19.) The applicant is not proposing to create or add feet of impervious surface and impervious surface for the redevelopment proposal. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to the Constrution Stormwater Pollution Prevention Plan (see attached form). 20.) 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. 21.) The site plan as submitted with the building application on July 8, 2003 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 July 25, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 22.) This approval is for a remodel of an existing 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. 23.) Maximum lot coverage is not to exceed 25%. Lot coverage is calculated by the amount of impervious surface which includes roof tops, driveways, concrete, etc. 24.) The building height is not to exceed 35 feet. 25.) All setbacks are established and no encroachment on the existing setbacks are taking place. The existing residence is approximately 81.5 feet from the top of the shoreline bank. The bank height is approximately 81.5-feet. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 • epartmi tt��r� �ri !0, n ry !k!n o t r-IL _.7 0 Jefferson Coup oNrt ofteinninnitt development � . co 621 Sheridan Street,Port Townsend WA 88368(360]378-4450 .-, -\-\1-7? ., ermo u A , . n . ...., �Sml `�° : F RSO 1 COUNTY ! ,L., pp_ ,cay p 0 0 k,i.rFE Project Description: Building Type: Project Type: Frame Type: $ Single Family ❑ New X Wood ❑ Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular A. Alteration/Remodel ❑ Concrete • ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: 2. Existing: 3 ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: 3 ,2- Proposed: X Individual System ❑ Woodstove ❑ Propane Total: 3'V� Total: .3 P If not sewer,fill out the following: St Heat Pump ❑ Conventional El Alternative ❑ Other Permit# SEP g 7 - 0 O /4:,I Water Supply: A. Private well ❑ Two P Well❑ Public:Name of water s stem: Square Footage: CXis r i MoDc i-t� For Office Use Only Main Floor I q 3 2 Cv 7 Consistency Review 47.00 2ND Floor Base fee 6 3rd Floor Plan Check fee—65% 62 f S ' (01 1 Htd Basement State Surcharge fee z1 50 Unhtd Basement g 3 g i S32 (tik?..,..a.,, Subtotal 1 o a 1 ,' ' Garage/Carport <I 3a 0 Pot Water Review fee ''c Decks 911/Rd Approach fee '- Commercial TOTAL 1 '1 0 3 .2°1 Industrial Receipt# 5 j 0 Other Cash/Check# I C 1 ( Total Valuation: Initials C 6 Or Date r1/i foc3 Estimated Co.t: 9 —0 0 If within 200' of the Shoreline, - - Distance to Bank or Ordinary High Water Mark 5 f./ ft. Bank Height 1 t 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 it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. Signature: ' . / QS-0-,-t-0- Date: 94.-fl-iI) c.. 0 0 3 OVER 0- H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 �� quI FoRFS� �,AVP NOTE- No CHONNGE To Exis-rjP.JG HUuSE Site Lo CAr►oN � FooT P2iNT, PERMIT # OLD 03-0421 m 6 -lip(, J(C, 1 ;K I wATV U06 wE«- tAtM 'vj r�R era —TAAPsr°AM'k P�uIER uN� FN D o r 5C14 WARTL t? oA0 i SA�1Z)02: RESIZEA-)CE SiTt PLAiJ /y 3G SC14wf9R T Zz QoAZ WIZ 1