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HomeMy WebLinkAboutBLD2003-00566 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00566 Received Date 09/10/2003 SITE ADDRESS: TOANDOS RD Issue Date 10/23/2003 QUILCENE, 98376 APPLICANT: SILAS ROBERTSON PHONE: (360)893-7709 HEATHER ROBERTSON 14402 144TH ST E ORTING WA 98360-9527 SUBDIVISION: Block: Lot: T 13 PARCEL NUMBER: 701153014 Section: 15 Township: 27 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE REQUIRED INSPECTIONS: [ ] SETBACKS: a< Z,/4/1/ [ ] UFFER: A)G [ ] Footing: Zile Z.,6/O1( [ ] Foundation: /1, [ ] Underground Plumbing: q1/y7hy [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing: Ok /03/dd0411" / f 1 Plumbing: 04l),l_ Wf/ l� //�J�r [ ] Propane Tank/ Line 'Pb: i'� Mrr 04 �7Z5 [ ] Insulation: Oklc ex) I ions it,�/p� .� , / 40k SIX' 2L 11 Sheetrock: [ ] Septic Sytem Final Approval: 1 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 A BLD03-00566 1.) The application was reviewed by the Jefferson County Department of Community Development staff on (date)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: landslide hazards (moderate & high), fish &wildlife coastal habitat, Type 1 (marine shoreline-conservancy) & 5 stream, susceptible aquifer recharge, coastal SIPZ, &stormwater. 2.) A site visit was conducted on 10/9/03. The design of the proposal has all development being located away from the steep slopes to the west. This is also the area with the coastal wildlife habitat. There is another area to the south that has steep slopes and the proposed structure is located over 30 feet from this area. The area to the north of the structure has slopes but are more stable. This area has native vegetation and has been recommended in the geotechincal report as the area where stormwater should be directed. 3.) A Geotechnical Report was submitted datedJune 6, 2002 in conjunction with the application to address the landslide hazards. 4.) 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. 5.) 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. 6.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 7.) A Type 1 & 5 Stream (Fish and Wildlife Habitat Area) has been identified on the western portion of the subject property. All development is proposed over 400 feet from these streams. Fish &Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 8.) 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. 9.) Among the native conifer spelt which may be used in buffers or for re-ve a ation 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). 10.) 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. 11.) 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 Policy(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. 12.) 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. 13.) 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. 14.) 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." 15.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 16.) 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. 17.) Critical Aquifer Recharge Are may require special protection measures td"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). 18.) 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. 19.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 20.) 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). 21.) MANDATORY MEASURES FOR COASTAL 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 requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 22.) The geotechnical report is attached. The following is a summary of the recommendations from the geotechincal report that are required conditions of approval: 1 - Structure setback 120 feet from top of slope to west. 2 - Drain field has 75 setback from top of slope to west 3 - Drain field should be sloped to direct drainage to the north. 4 - Foundation should be in glacier sediments & not organic or loosened soils. 5- Stormwater should not be directed to steeply sloping areas. 6 -Vegetation downslope of building should be left in natural condion. 7 - No unprotected cuts should be made into steep slopes 8 - No fill should be placed on steep slopes. 23.) The applicant is proposing to create or add 900 square feet of impervious surface and 2,700 square feet of land disturbing activities. Based on the landslide hazard (steep slopes)on the property, a stormwater plan for a medium project was required. 24.) 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. 25.) A stormwater plan for a mediu`Tproject was received and approved by thepartment of Community Development on October 16, 2003. 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. 26.) The building height is not to exceed 35 feet. 27.) Maximum impervious surface not to exceed 25%. 28.) 20 foot setback to Toandos Road (private road)to north, 5 foot setback side (east) and rear(south), 120 setback to top of slope to west per geotechnical report. 29.) The site plan as submitted with the building permit (BLD 03-056)application on September 10, 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 October 16, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 30.) This approval is for a 900 sq. ft 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. I:\F_BLD_Permit_Buildng.rpt 10/29/19 PERMIT #: BLD03-00566 Received Date: 9/10/2003 SITE ADDRESS: TOANDOS RD QUILCENE, 98376 OWNER: SILAS ROBERTSON HEATHER ROBERTSON PHONE: (360)893-7709 14402 144TH ST E ORTING WA 98360-9527 SUBDIVISION: Block: Lot: T 13 PARCEL NUMBER: 701153014 Section: 15 Township: 27 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: VALU E OF IM ONP )244.64E 10 57 AIN: 900 CODE EDITION: 1997 AD ' : 4�'� HEAT TYPE: EEE EAT BASE: Ci HEAT TYPE: WOD OCCUPANCY: R 3 OCCUPANCY. UNHEATED: —g@@- #OF STORIES: CONST TYPE: 3N OTHER: CONST TYPE: GARAGE SHORELINE: DECK: 902 SETBACK: SEWAGE DISPOSAL: CON BANK HEIGHT: WATER SYSTEM: PWELL BEDROOMS: BATHROOMS: PARCEL TAGS: YES NO STORMWATER: YES NO AREA Exist: Exist: Wetland Prop: 2 Prop: 2 Erosion Total: 2 Total: 2 Seismic Streams Flood Way Floodplain Routing Date: F&W Landslide I 12 03 Shoreline Aquifer Forest: q Commercial Rural Type Amount Paid By: Date: Receipt: /�-� t� Permit $1,105.75 MJA 09/10/03 58486 V Plan Check $718.74 MJA 09/10/03 58486 OCT 2 4 2003 State Building Code $4.50 MJA 09/10/03 58486 Potable Water Application $51.00 MJA 09/10/03 58486 Jefferson County Planing & Building Departm nt A 0,,, —v.) E ID Total: $1,879.99 2.Y0 NI 1Ci U1-.4kZ_ .. 0,, kit") 1J se, \ III % ,\ SEP 10 2003 Jefferson County Department of Community Development �_\ 621 eridan Str,;,t,Port Townsend WA 88368 13601 370-4450 e J'tr Y P . 1 4 ° o pp, - ,,,,i. -. ©rn ....„., .,,,,,,,,I,,,-„,,.,.. ,Q7 0., „,„ , _ . __________ -.....NW' Project Description: sank-L. F., wll`LY. (3 474.DTN C<- (20 6E(2,T5orJ/SE l y),' Building Type: Project Type: Frame Type: (Single Family ® $ ood Garage Attached/Detached Addition Steel Modular 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: 0 Existing: 0 Sewer Community System lectricity Oil � aI Proposed: a Proposed: a (Individual System �''.oestov• Propane Total: Total: If not sewer fill out the following: CV CConventionZ Alternative Other Permit# SEP � 0 Water Supply: , 1 vZ. Private well Two Party Well Public:Name of water system: Square Footage: For Office Use Only rqt' s' Main Floor -Q 10 0 S$-1sa•° Consistency Review 14-1 .CP `, 2ND Floor /0 ( a.p Sb 3•6a Base fee 5 . S3(. V3rd Floor 75. Plan Check fee .1 ,)0 ' • d Basement vJ Ste Surcharge fee LI • 5 o 41 Unhtd Bas- Garage/Carport I U o ia-14 y' ubtotal \Sv 75. �,{ Pot Water Review fee I 9 sar Decks 9 Oa 2 0 " ,-i 911/Rd Approach fee ' ' , " ' Commercial 0 . TOTAL a b `p�• 1Q9 t1? Industrial Or \\ --1 7` Receipt# SS'y (1° Other \ '.7f Cash/Check# •=Q1ZD3 5 3 Total Valuation: Initials (7 G r 0 Or Date J 1//d1 03 0—' Estimated Cost: 1 {a 0, ©©D If within 200 f the Shore ' , Distance to Bank or r ary High Water Mark 15 o ft.Bank Height q00 ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson ty and ifs employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's prty or stru a shall be requested and shall occur during regular business hours. Signature: ..S id: , " Date: '' e -O 3 OVER ► H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 .1 . , — , k .._ •_ _ 4 • ' . 4% g'411 r,,,, .r..;;4t, >77 , • 1 i • • (Pt ,'• , . (8 kv c ' HH -4, ...... . I • _ ,ii 4.• , ---. 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IM Glued 9x�► r • y/ .." - _._-_.. 47, '' N, Q,» ,� ,fir cax II z • 1:-----40.-- 40.... 4.....v, ,,,..:.",,, ,.,,,„,,,.•..,,ii, ...,,,„, . 1 . -r ft. t 1$ i.., ,, •..-..' ...---00,i„:- ...,6cift, •I1 I I T - `' I 1 �y r �,� ':',,,H-t'''.°,,t,.:4!:',.,„':''''..!,..i,',,,';''.''.,•i.,'....1....:'-:::---'11 ' 'h- - • ' 1:14:` ...'!i ' , 1 t�� , I 9. "iYM trNY12 9xZ � " � +. — ...__` - rT.-_ i . ... _ .._...,_,.. M1 .7.-...........,,,...„:,., .._.. I I I I l 4 4-1 M i I C1 I ,.w II L--_1.�-_� I i b 91 ©low Xex9# il! tt It. • 4 01 9NIGNO', b r�crfa � � _y,., I )'�`1:1 1 - 1 I � '7-7-- v-ylf"gH. I I �k I 1 Net �,i/Yj t�,,/ 9 I I __ II I� NCilV XT/ I I I _ II L___.. — .1 .1-- - .. ..1•-,•,- -•,,_;;,•,,, •:,f..,.„,;;,.„.„,;t] " ; . ., w ... ----- - - ,.,.. �. A'. ➢,F / (. - ..,.. GLAZING PERCENTAGE TOTAL GLAZING = 410 TOTAL HEATED SQUARE FOOTAGE = 2206 WINDOW MANUFACTURER: = 18.6 % F I R5T FLOOR PLAN %411 = 11-o" loo 5Q. FT. o 5EE LEGEND P6 4 I. CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING. 2. CONTRACTOR TO GOFIRM THE SIZES, SPACING, AND SPECIES OF LUMBER OF ALL STRUCTURAL AND FRAMING MEMBERS. WINDOW5: I. WINDOW SILL IN SLEEPING ROOMS NOT TO EXCEED 44" ABOVE FLOOR. 2. ALL WINDOWS TO BE DUAL(9LAZED 3. ALL GLASS IN A DOOR, NEXT TO A DOOR W/I 12", OR W/I 16" OF FLOOR OR W/I boll OF TUB FLOOR TO BE SAFETY GLAZED, OR ANY OTHER HAZARDOUS AREA PER UBC. VENTILATION I. VENT D.W. ® SINK 2. VENT DRYER OUTSIDE PER UMG 504.5 3. VENT H.W.T. TO EXPANISON TANK 4. VENT ALL FAN5 OUTSIDE W/ 3' MIN. TO BLD6. OPNG OR It 5. KITCHEN RANGE VENT TO BE MIN. 100 GFM 6. PROVIDE WHOLE HOUSE FAN PER HSVIAG302 T. PROVIDE PROPER ROOF AND CRAWL SPACE VENTILATION PER UBC MECHANICAL 4 ELECTRICAL: I. LAYOUTS INCLUDED IN TH15 PLAN SHALL BE INTERPRETED AS SUGGESTED MECHANICAL AND ELECTRICAL LAYOUTS. FOR PREGISE SPECIFICATIONS GOUN5ULT A FROFE55IONAL MECHANICAL 4 ELECTRICAL CONTRACTOR. 2. 5MOKE DETECTORS SHALL RECEIVE PRIMARY POWER FROM BUILDING WIRING A/ BATTERY BACK-UP 4 SHALL BE INTERCONNECTED TO BE AUDIBLE THROUGHOUT 131-06. 3. VERT. DIST BETWEEN GOOK TOP OF RANGE AND HOOD SHALL BE NO LESS THAN 30" 5. HAT SHALL BE ANCHORED OR STRAPPED FOR EARTHQUAKE 4 PLACED ON R-10 PAD IF LOCATED IN UNHEATED SPACE OR GONG. FLR 6. T4P HAT TO OUTSIDE PER UBG IOOT(e) "I. PROVIDE OUTSIDE COMBUSTION AIR FOR FURN PER UMG CH.T M15CEALANEOUS: I. PROVIDE 90a FELT BETWEEN POSTS 4 GONG. 2. DOOR BETWEEN HOUSE AND GARAGE TO BE SOLID GORE AND SELF -CLOSE 3. ALL STAIRWAYS TO HAVE MIN. 6'-6" HEADROOM CLEARANCE 4 STAIRS, RAMPS, AND LANDINGS ABOVE 50" REQUIRE 36" RAILING 4. ALL EXTERIOR DECKS AND PORCHES TO BE CONSTRUCTED WITH PRESSURE TREATED WOOD 5. 22"x30" ATTIC ACCESS REQUIRED IF ATTIC VERT HEIGHT 15 50" OR MORE 6: ALL DEFORMED REINFORCING STEEL SHALL BE ASTM A 615 GRADE 60 Fy = 60/000 PSI T. REFER TO 57URCTURAL ENGINEERING FOR FURTHER NOTES STRUCTURAL ENGINEERING SUPERSEDES THESE DWGS. D �n OCT 2 5 2004 — Ji FF OEPT.OF CO SQUARE FOOTAGE TOTALS FIRST FLOOR BASEMENT LOFT = 900 = 900 = 406 S.F. S.F. S.F. TOTAL = 2206 S.F. DECKS = 96�S.F.