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HomeMy WebLinkAboutBLD2001-00090 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX(360)379-4451 (800) 831-2678 PERMIT #: BLD01-00090 Received Date 02/9/2001 SITE ADDRESS: 527 VALLEY VIEW LN. Issue Date 03/6/2001 BRINNON, 98320 Expiration Date 03/6/2002 APPLICANT: WILLIAM S WOLINSKI PHONE: 360-897-2333 12314 239TH AVE E BUCKLEY WA 98321 SUBDIVISION: Block: Lot: 3 PARCEL NUMBER: 502072027 Section: 7 Township: 25 N Range: 02 W CONTRACTOR: OWNER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION CONSTRUCTION OF RETAINING WALL REQUIRED INSPECTIONS: [ ] Setbacks (Shoreline Setbacks): [ ] Footings: [ ] Foundation: ,e [ J Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [ ] Final/Occupancy Approval: 4 /Gg /S O ( HEALTH DEPARTMENT APPROVAL REQUIR'D 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. Inspector's Phone Hours 8:00 a.m. - 9:00 a.m. HOT LINE AVAILABLE 24 HOURS A DAY is\F_BLD_Perm it_Bu ildng.rpt 10/29/19 BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD01-00090 Received Date: 2/9/2001 SITE ADDRESS: 527 VALLEY VIEW LN. BRINNON, 98320 APPLICANT: WILLIAM S WOLINSKI PHONE: (360)825-9287 47524 288TH AVE ST ENUMCLAW WA 98022 SUBDIVISION: Block: Lot: 3 PARCEL NUMBER: 502072027 Section: 7 Township: 25 N Range: 02 W CONTRACTOR: OWNER PHONE: ARCHITECT/ GARY W HENDERSON, PE ENGINEER : GEO ENGINEERS, INC. 1101 FAWCETT AVE STE 200 TACOMA WA 98402 PROJECT DESCRIPTION: CONSTRUCTION OF RETAINING WALL TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 3,000.00 ADD'L: HEAT TYPE: CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain F&W Landslide Routing Date: 2/ 0/ Shoreline -- - Azu+fer Forest: Commer•j.I r_ o s iut. VI 4 Illi Type Amount Paid By: Date: Proece it� s.. � • Permit $83.25 MAM 02/09/01 38264 M a R 0 6 2001 Plan Check $24.98 MAM 02/09/01 38264 State Building Code $4.50 MAM 02/09/01 38264 JEFFERSON COUNTY Total: $112.73 DEPT. OF COMMUNITY DEVELOPMENT SIGNATURE \4„,,._,9.-- �J., , r . . 1" E 0 �] Jefferson M my department ot, rwdty developnt nt' co • 0 Q21 Sheridan Street,Port Tovinsond WA UM[3i01978-4450 't ; FEB _ Q ant Pern 7 AppI© fl© JEERSOOTY ra NIN0 DEVELOPMENT DEPT. OF COMMUNITY Pro-ect Deacri r don: Building Type: Project Type; Frame Type: O Single Family New D Wood 0 Garage Attached/Detached 0 Addition 0 Steel O Modular 0 Alteration/Remodel 0 Concrete ❑ Commercial 0 Repair 0 Masonry O Multi-family/#of Units ❑ Demolition 0 Other: O Industrial • O Other: R0eskeiy(41eri7 L 4/t+ Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: _ Existing: 0 Sewer ❑ Community System 0 Electricity 0 Oil Proposed: Proposed; 0 Individual System 0 Woodstove 0 Propane Total: Total: If not sewer,fill out the following: 0 Heat Pump 0 Conventional 0 Alternative 0 Other Permit# SEP Water Supply: u Private well 0 Two P Well 0 Public:Name of water s stem: Square Footage: For Office Use Only Main Floor UBC OCCUPANCY GROUP 22 2ND Floor Base fee �J ?5 3i'd Floor Plan Check fee a.q ' , O Htd Basement State Surcharge fee 61' . Unhtd Basement Subtotal / / p2 - 7 a Garage/Carport Pot Water Review fee i Decks _ 911/Rd Approach fee ^•--� • 2 Commercial TOTAL / / e -7 3 Industrial Receipt# 3 gip I (� Other Cash/Check# S 7 7/b Total Valuation: Initials /(/ Or Date 20/0 Estimated ost: lac,O 0• 0 v If within 2 ; Distance to Bank or Ordinary High Water Mark ft.Bank Height ft. by signing the application form.the applicant/owner ducats 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 pocket may rcault in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,iudgmcnta,court torts,reasonable attorney's fees and expenses which may in any way accrue againit Jefferson County as a result of or in consequence of the granting of this permit. I further agtec 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 inspecnona. Aceess and right of entry to the applicant's> lproperty or structures shall,be(quoted and:hall occur during regular buaincas hosirs. Lc%r Signature: ' 3/:GC/o 434 Date: Z. /7/e/ I-I:I-IOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplicalion 1/2000 0T 09hd ODC OD d�OC' TSbbELEDSE BT :OT TOOZ/90/i7,0 N 4-4n.. � , JEFFERSON COUNTY DEVELOPMENT EEC - 9 2001 O. 621 Sheridan Street •Port Townsend •Washington 98368 '8rNotc 360/379-4450 . 800/831-2678 . 360/379-4451 Fax JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT BUILDING PERMIT SUPPLEMENTAL CONTACT INFORMATION • Property Owner: _. Phone: (if different from applicant) 3 gv 31,r' 9 2 g? ‘,////‘ S. 44.)o /..t,,Ir . _ ZT 3 6'J Ste"Y B Lc.J Mailing Address: l 9.7 J`•I--� 1 2 43 , A-4, . S '�. -6 H . ,... .- /4,,,, 4 9 F02-L General Contractor: Or Manufactured Home Installer: Phonc: Mailing Address: Contractor's State License Number: Expiration Date: Septic Designer: Phone: Mailing Address: Architect: gineer• G+•1 A.y Gv• N8-#1)1,E4 SO�/, Phonc: C__ a avCti E-RJ, .tvc.. Cz-r-3) 3g3 - V9 yo Mailing Address: i!o/ Fir) 5T , '1 " CUi 2-o17 1 AtO.vt... A , tvA. 9 ' 'L Loan Lender/General Phone: Contractor's Bond Holder: Mailing Address: FOR OFFICE USE ONLY Fire District: Planning Arca: School District: Zone: BLD SUPP C\I TCT FORMdoc 1/31/01 EO 39Hd Q0Q OD Jd31 TStt6LEOSE 8T :OT TOK/SG/CG • BUILDING PERMIT APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 i i PERMIT#: BLD01-00090 Received Date: 2/9/2001 SITE ADDRESS: 527 VALLEY VIEW LN. BRINNON, 98320 APPLICANT: WILLIAM S WOLINSKI PHONE: (360)825-9287 47524 288TH AVE ST ENUMCLAW WA 98022 SUBDIVISION: Block: Lot: 3 PARCEL NUMBER: 502072027 Section: 7 Township: 25 N Range: 02 W CONTRACTOR: OWNER PHONE: ARCHITECT/ GARY W HENDERSON, PE ' ENGINEER : GEO ENGINEERS, INC. 1101 FAWCETT AVE STE 200 TACOMA WA 98402 PROJECT DESCRIPTION: CONSTRUCTION OF RETAINING WALL • TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 3,000.00 ADD'L: HEAT TYPE: CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: • #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain Routing Date: Zb/O/ (fres__ F&W Landslide Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: �rteceipt A i A C rm o `►'`i�; 1 ns Permit $83.25 MAM 02/09/01 38264 Plan Check $24.98 MAM 02/09/01 38264 Review AA-=---441.,- : State Building Code $4.50 MAM 02/09/01 38264 ' 414 Total: $112.73 CO 0 SI .' a9.) Designated Iona term forest lands are located on the southern ariiartcnt nrnnPrh, fin,,hu,.k - - Jefferson County Department of Community Development February 21, 2001 - 621 Sheridan Street, Port Townsend, WA 98368 -,--,---77 _ . • _ ;3 (360) 379-4450 t' i _ FINDINGS AND CONDITIONS OF APPROVAL AS REQUIRED UND R THE MAR 2 <CC1 JEFFERSON COUNTY INTERIM CRITICAL AREAS ORDINAN Er Applicant: WILLIAM S WOLINSKI A 7-52 A 28-2T� • i 4t A,rE�T � 2 3 �y Z 3 9' � � . -�. 2 -2:31.2c-iri._• y , G—i,o • 9- g32- 1 Critical Area Review Case Number: CAR00-00552. Project Description: Single Family Residence/Garage Parcel Number. 502072027 S-T-R: 7-25N-02W Site Address: 527 VALLEY VIEW LN. BRINNON WA, 98320 FINDINGS: In accordance with the authority provided under subsection 4.101 and the requirements contained in Subsection 5.402 of the Jefferson County Interim Critical Areas Ordinance, the following are findings of fact relating to the referenced application: 1.) The application was reviewed by Jefferson County Permit Center staff on 12/19/00 for the potential presence of critical areas regulated under the provisions of the Ordinance, and the following critical areas were confirmed as potentially present on the subject property: Landslide Hazard Area (low), Adjacent Commercial Forestland, Susceptible Aquifer Recharge Area, Type I Stream, and Erosion Hazard. 2.) Acting upon the above information, Jefferson County staff conducted a site inspection of the subject property on 1/23/01 and confirmed the existence of the following critical areas and/or their associated buffers on the property: Type 1 Steams, Erosion Hazard Area, Landslide Hazard Area (low), Adjacent Commercial Forestland, and Susceptible Aquifer Recharge Area. 3.) A Geotechnical Report was submitted in conjunction with this application. The report recommends a 10-foot setback from the Landslide Hazard Area where a rockery wall will be constructed. In addition, several stormwater measures are recommended such as silt fencing,jute mattings, straw, and erosion control blankets. 4.) Aquifer recharge areas in Jefferson County are characterized by porous geologic 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.) Susceptible aquifer recharge areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. This includes any portion of Jefferson County with a DRASTIC index of greater than or equal to 180 points as determined using the U.S. Environmental Protection Agency DRASTIC methodology: Drastic: A Standardized System for Evaluating Ground Water Pollution Using Hydrogeologic Settings (EPA 600/23-87-035). 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. unstableand are to catatrophic slides. Thepotential for an earthquake 7.) These bluffs are considered subjectp q of a high magnitude occuring in western Washington in the near future is considered a high probability by regional experts. 8.) Designated commercial forest lands are located on the southern adjacent property. According to the Jefferson County Interim Forest Lands Ordinance (Ordinance No. 01-0121-97), buffer and development restrictions are required on property located adjacent to designated forest lands. A setback of 250-feet shall be maintained from the southern property boundary. The applicant is proposing to maintain a setback of roughly 400-feet from the southern property line. 9.) Designated long term forest lands are located on the southern adjacent property,on which a variety of forest related activities may occur that are not compatible with residential development. These activities include spraying, pruning, harvesting, blasting, drilling, rock curshing, and vehicle movements,which can generate dust, smoke, noise and odor. Forest or mining activities performed in accordance with county, state, and federal laws are not subject to legal action as public nuisances. 10.) The Duckabush River is located on the southwestern corner of the property. The river is identified as a { Type 1 Stream, and requires a 100-foot setback measured perpendicularly from the Ordinary High Water Mark (OHWM)to all proposed development. 11.) The applicant is proposing to construct a 4-foot high rockery to provide for protection against the landslide/erosion hazard area. Engineered plans have been submitted and approved by the Jefferson County Building Department. This waiver from the provisions of the Jefferson County Interim Critical Areas Ordinance is granted subject to the following conditions. Any deviation from these conditions shall result in this waiver being revoked and the application becoming subject to further review. CONDITIONS OF APPROVAL: 1.) Fish and wildlife habitat area buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, replanting with native vegetation shall be required by the Critical Area Administrator. No alteration shall be made to the fish and wildlife habitat area buffer without prior authorization by the Critical Area Administrator. 2.) Among the native conifer species which may be used are: grand fir(Aibes grandis), sitka spruce(Picea sitchensis), shore pine (Pinus contorta), Douglas-fir(Pseudotsuga menziesii),western redcedar(Thuja plicata), western hemlock (Tsuga heterophylla). 3.) Among the native tree species which may be used are: 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 (Salix lasiandra), Scouler's willow(Salix scouleriana). 4.) Among the native shrub species which may be used are: service-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 gymnocarpa), Nootka 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). 5.) The applicant shall permanently separate the boundary of the fish and wildlife area buffer from the remainder of the subject property through installing and maintaining one of the following; logs, trees, a hedge row, or other prominent physical marking. The separation method identified by the applicant shall be approved by the Critical Area Administrator prior to planting or installation. 6.) Prior to and during approved construction activities, the perimeter of the fish and wildlife habitat 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: "Streamside Buffer- Do not Remove or Alter Existing Native Vegetation." 7.) The applicant shall follow all of the recommendations stipulated through the submitted Geotechnical Report. The conditions are as follows: - Slit fencing and berms shaii be installed to intercept and direct surface runoff. - Downspout runoff shall be collected and conveyed to the appropriate disposal system (onsite). -The proposed residence shall maintain a 10-foot setback from the rockery wall. -All footing elements shall be embedded a minimum of 18-inches below the lowest adjacent external grade. The report recommends a minimum width of 2-feet for isolated footings and at least 16-inches for continous wall footings. 3 y F G • f v x Warren Hart, AICP Date "It f Critical Areas Administrator ' I understand that the granting of the above waiver from the provisions of the Jefferson County Interim Critical Areas Ordinance is made subject to my complying with the above listed conditions,and that any violation of said conditions shall result in revocation of the permit or approval and further review of the project under the Critical Areas Ordinance. please sign and relu tom,� �teg @ b �'e. `- • : � / o 1 Applica fit± n `"4rii lw". c: File i:1F_CAR_Waiver_W_Conds.rpt 12/13/99 • I Stormvltl►ater Required TITLE I NO. I BY. I DATE I DESCRIPTION BMP's APPROVED MAR 0 6 2001 JEFFERS N C DEPT. OF COMAAI INtry ncuc1 nouck GWH Design RAW Drawn GWH Checked GWH Approved - D6 01 Date 02/09/01 1 Geo NOTES INTRODUCTION Rockeries generally act as a gravity wall to resist lateral load. Important elements of a rockery are: 1) its size, weight and shape, 2) friction developed between individual rocks (internal friction), 3) friction between the base layer of rocks and the underlying ground, 4) passive resistance to sliding developed by soil or pavement in front of the rockery, and 5) lateral load acting on or resisted by the rockery. Internal friction is very difficult to quantify and is, in part, dependent on the rock strength at the contact and, to a large degree, on the skill and judgement of the builder. Internal friction can change over time, due to weathering of the rock and from rockery movement. Rockeries typically experience a "settling in" during and for some time after construction. Also, many rockeries are subject to additional lateral load that causes additional movement due to wetting of the retained soil or other factors that reduce the strength of the soil. For poorly constructed or marginal rockeries, movement can result in loss of internal friction and a rockery failure. ROCK Rock must be sound, unweathered ledge rock from an established source that has demonstrated that it produces suitable rock. The rock shall be free of fractures, clay seams and evidence of weathering. The most important dimension is the horizontal thickness of the rock treasured perpendicular to the retained soil. The minimum thickness varies with the height of the rockery and lateral loads to be carried by the rockery. The rockery can be tapered in thickness providing that the thickness equals or exceeds the following: Minimum Thickness Height 44 inches 12 feet 38 inches 9 feet 32 inches 7 feet CONSTRUCTION GUIDE 1. The individual constructing the rockery should be an experienced and skillful craftsman in rockery construction. 2. The contractor should use sufficient space so that he can select among a number of rocks for each space in the rockery to be filled. Rocks which have spaces which do not match the spaces offered by the previous course of rock should be rejected. Rock must be angular, tabular, or semi -rectangular shaped; any rocks of basically rounded form shall not be used. 3. The first course of rocks must be placed on firm, unyielding soil. There must be full contact between the rock and soil which may require shaping of the ground surface or slamming or dropping the rocks into place so that the soil foundation conforms to the rock face bearing on it. As an alternative, it is satisfactory to use lean concrete in which to seat the first course of rocks or to use 3/4-inch minus crushed rock into which the foundation rocks are seated. The bottom of the first course of rock should b e a minimum of 1.5 feet below the lowest adjacent grade. 4. The rockery face shall slope toward the bank being protected at not steeper than 1 (horizontal) to 6 (vertical), but not flatter than 1H to 3V. 5. The rocks should be placed so that there are no continuous joint planes in the vertical or lateral direction. Each rock must bear solidly on two or more rocks below it and so there is no sign of instability such as "rocking" or "tipping" of individual boulders. The rocks should fit so not open spaces or voids larger than 6 inches exist. Rocks should be placed so that there is some bearing between flat rock faces, rather than on points. Horizontal or nearly horizontal joints should slope downward into the material protected (away from the rockery face). 6. Spalls should be used behind the rockery rocks to block spaces and, where necessary, to wedge between rocks and to lock them together. This should also serve to prevent washing of backfill material through the rockery. 7. Backftil between the rockery and the adjacent soil face should be a minimum of 1 foot wide and consist of washed and screened crushed rock ranging from 3/4-inch minimum to 4-inch maximum gradation with the majority about 11/2 inches in particle size. The backfill zone must be filled and thoroughly tamped as each course of boulders is placed. Rockery construction is an art and depends largely on the skill of the builder. Although rockeries can offer significant lateral restraint, they are partially indeterminate and they present unusual risk relative to other retaining structures. Even when the foundation and retained material are satisfactory and the rockery materials and construction appear satisfactory, there is some risk of movement and failure. A A' I I aid � E n 'neers W 7504 S.W. Bridgeport Road Portland, OR 97224 Telephone (503) 624-9274 Fax (503) 620-5940 CROSS SECTION A -A' NOT TO SCALE WOLINSKI CABIN DUCKABUSH RIVER ROAD ITE PLAN, CONSTRUCTION NOTES, AN CROSS SECTION Project No. Drawing No. 1 Sheet of