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HomeMy WebLinkAboutBLD2003-00568 • 411 BUILDING PERMIT APPLICATION MLA03-00516ReviewType: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00568 Received Date: 9/11/2003 SITE ADDRESS: 1507 DABOB RD QUILCENE, 98376 OWNER: AMELIA LEE PHONE: (360) 732-6832 1917 DABOB ROAD QUILCENE WA 98376 SUBDIVISION: Block: Lot: PARCEL NUMBER: 801282007 Section: 28 Township: 28 N Range: 01 W CONTRACTOR: CARL KNAPPLE CONSTRUCTION PHONE: (360)681-8195 173 SUNNY VIEW DR SEQUIM WA 98382 Contractor's License CARLKC*050NW Expires 8/11/1999 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE TYPE OF WORK RES (t ISQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,456 VALUATION 130,000.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: 1,512 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 3N GARAGE: 561 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 2 Seismic Streams Total: 2 Total: 2 Flood Way Floodplain Routing Date: q 112_1 02 �n n F&W Landslide 7 ``�'�� Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: ® Permit $1,161.75 MJA 09/11/03 60063 APB.• • ®{ Plan Check $755.14 MJA 09/11/03 60063 - 4 2003 State Building Code $4.50 MJA 09/11/03 60063 NOV Potable Water Application $51.00 MJA 09/11/03 60063 Jefferson County planning Total: $1,972.39 Building.Department /- V ''. fL di!I/ • 2ty Jefferson Department of community Development wig ° 521 Sh�lon Street,Pont Townsend WA 08368[360]370-4450 W ` f` o , _... �� ?zero? �� App8ct © nT ! e: Project DescBuilding Type: Project Type: Single Family New teI 1 ❑ Garage Attached/Detached ❑ Addition ❑ S eel ❑ Modular ❑ Alteration/Rem..el oncret • ❑ Commercial ❑ Repair JEffERSON DOU i ❑ Multi-family/#of Units ❑ Demolition DEPT.Of COMMUNITY -- DRR� �❑ Other: CI Industrial CI Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: (;J Existing: (2 ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: ? Proposed: c'-- la Individual System ❑ Woodstove . Propane Total: Total: 2 If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional .@ Alternative ,®' Other HoT6Uf1r&-2 JHHflj Permit# SEP -9,3 -- 2 Water Supply: a ❑ Private well ❑ Two Party Well❑ Public:Name of water system: /n 1 Square Footage: / For Office Use Only �'�V Main Floor /V5 6 5.- ;q SQ L-"'7.6� K� J Consistency Review 47.00 2ND Floor Base fee I i 1?05-S-- t I(1:75-- I ( 3.1 Floor I Plan Check fee—Lto% 64 06 ��J •�Lt Htd Basement 4 State Surcharge fee I -L-V)--41-0,7 Unhtd Basement /572 5F f (1/6Q az Subtotal 1 G:6jg.3 vvrt7-n Garage/Carport S.-6/ 5' " (7./(,Z 12 Pot Water Review fee � 82.D Decks l‘ 12 911/Rd Approach fee `$"j (2-C-Q(l R2tV�-le. Commercial - •p. TOTAL 2®5 0- 3eCt' Industrial 3 eceipt# 6. Other )p, sh Check# 2.-337 Total Valuation: � � � j Initials Or ... Date (03 Estimated Cos • yf" � �C?0) If within 200' of a Shoreline, Distance to Bank or Ordinary High Water Mark ft.Bank Height ft. By signing the application form,th affilic'a 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 t applica /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 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: X� L (- Date: 9/�/ o H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 0 BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00568 Received Date 09/11/2003 SITE ADDRESS: 1917 DABOB RD Issue Date 11/4/2003 QUILCENE, 98376 APPLICANT: AMELIA LEE PHONE: (360) 732-6832 1917 DABOB ROAD QUILCENE WA 98376 SUBDIVISION: Block: Lot: PARCEL NUMBER: 801282007 Section: 28 Township: 28 N Range: 01 W CONTRACTOR: CARL KNAPPLE CONSTRUCTION PHONE: (360)681-8195 173 SUNNY VIEW DR SEQUIM WA 98382 Contractor's License: CARLKC*050NW Expires: 02/04/2005 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE REQUIRED INSPECTIONS: / [ ] RACKS: OW_ Ii/tn-/ 3 [ ] UFFER: IJo. [ ] Footing: O K I1,/063 [ ] Foundation: l2/1430,I I/ypt'aulj 13Pim4&ifs& 6k_ 4//3/1 [ "/ ] Underground Plumbin96 /a212/ Aemeaulc Kew/� AD „4- oi: 91,1 [ ] Underground Insulati onS�L/-d2-o [ ] Shear Wall : Exreibox O,R ¢a/yam [ ] Framing: 11 Plumbing: i 4/$/Of/ 061/ [ ] Propane T nk/ Lines: r e,r4,P',c.P,q,,1; L'ues 11l A►.):, OK lz-1 '4� [ ] Insulation. C.5/ a-r f 1 Sheetroc :4°1 r,, A,,,, _ djcr.- (0-t — "Pt [ ] Septic Sytem Final Approval: 1 Zoning Final Approval: [ ] Final/Occupancy Approval: e- ! 0--E k—(544* 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 e • SPECIAL CONDITIONS FOR CASE # BLD03-00568 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 10/31/03 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: slight & moderate landslide hazard, Critical Aquifer Recharge Area (susceptible), Type 5 stream, Forest Lands (commercial)to the south, and stormwater. 2.) A Special Report (Geotechnical Report dated 10/29/03 completed by Northwestern Territories Inc )was submitted on October 31, 2003 in conjunction with the application to address the landslide hazards on the site. Steep slopes were observed within 30 feet (to the southeast and west) of the proposed home site. 3.) 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. 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 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.) 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). 7.) 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. 8.) 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. 9.) A vegetative buffer of 15-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. 10.) 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." 11.) A Geotechnical Report from Nothwestern Territories Inc.dated 10/29/03 was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 15-feet shall be measured perpendicularly from the top of the slopes located to the east and the west of the proposed home site. 12.) All construction activities shall not encroach upon the landslide buffer. This includes the storage or preparation of materials. 13.) The applicant shall permanenLi separate the boundary of the Landslide Hdrd 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. 14.) The Geotechnical report prepared by Northwestern Territories Inc. dated 10/29/03 has 11 recommendations which are required conditions of approval. A summary of these recommendation are listed below: 1. Remove existing fill material & replace with clean structural fill. 2. The sides of house shall be at least 15 feet from the east and west slopes. 3. Footing and back drainage system behind the retaining wall are required. These drains should be kept separate from roof drains. These drains should be tightlined away from slopes surrounding the house. 4. Existing bare soils shall be revegetated with native vegetation, which requires little or no irrigation. 5. Surface water shall be kept off sloped areas. 6. Heavy irrigation or other activities that add large quantity of water to the soil should be avoided. 7. Surface water runoff should exceed predevelopment conditions. Drainage should be tightlined away from slopes. 8. Outlet of all drains should be equipped with energy dissipaters. 9. Silt fences or other measures to control sedimentation during construction. 10. Drainage control devices should be maintained and inspected each year. 11. Drainage control measures shall conform to the Stormwater Management Manual for Western Washington dated August 2001, which have been adopted by Jefferson County. 15.) 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). 16.) A Type 5 Stream (Fish and Wildlife Habitat Area) has been identified on the subject property. The stream will require a setback of 50-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 17.) Stream 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. 18.) The identified Fish and Wildlife Habitat Area (Type 5 Stream), shall maintain a vegetative buffer setback of 50-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM)to the residence. 19.) An additional setback of five (5)feet is required from the edge of the buffer area to the proposed residence. 20.) Based on the site visit conducted on 10/9/03, there are no streams close to the proposed home site. The Type 5 located at the southern portion of the property is approximately 300 feet away from the proposed home site. Therefore, no marking of buffers associated with the stream are required as part of this proposal. 21.) A permanent physical separation along the boundary of the buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. • 22.) The applicant is proposing to create or add 2,774 square feet of impervious -urface and 2,774square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a stormwater plan for a Medium Project. 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 for a medium project, which is in compliance with the Geo-technical report submitted 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.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 27.) The building height is not to exceed 35 feet. 28.) The front setback (north) is 20 feet from the edge of the right-of-way for the private easement. The side of the residence shall have a minimum setback of 15 feet from the east and west slopes (as required by the geotechnical report submitted). The rear setback is 250 feet from the southern property line, which is adjacent to property designated Commercial Forest. 29.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 30.) 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). 31.) Jefferson County has determined that the use of real property for agriculture and forestry operations is a high priority and favored use in the county. The county will not consider to be a nuisance those inconveniences or discomforts arising from such operations, if such operations are consistent with commonly accepted best management practices in compliance with local, state, and federal laws. If your real property includes or is within five hundred (500)feet of real property designated as Rural Residential 1:10 or 1:20, Rural Industrial, Rural Commercial, Agriculture, or Forestry, you may be subject to inconveniences or discomforts arising from such farming and forestry operations, including but not limited to noise, tree removal, odors, flies, fumes, dust, smoke, the operation of farm and forestry machinery during any 24-hour period, the storage and disposal or manure, and the application of permitted fertilizers and permitted pesticides. One or more of these inconveniences may occur as a result of agricultural and forestry operations which are in conformance with existing laws and regulations. 32.) The requirement of two off-street parking spaces is met by the proposed garage and the concrete &graveled area located in front of the existing outbuilding. 33.) The parcel is designated Rural Residential 1 dwelling per 20 acres by the Jefferson County Comprehensive Plan Adopted August 28, 1998. 34.) The revised site plan (dated November 3, 2002)submitted with the building permit application on September 11, 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 November 3, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 35.) This approval is for a single family residence with an attached garage 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 • • CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD03-00568 SITE ADDRESS: 1917 DABOB RD Issue Date: 11/4/2003 QUILCENE, 98376 Final Date: 10/19/2004 APPLICANT: LOUIS T ALLEN PHONE: (360) 732-6832 1917 DABOB ROAD QUILCENE WA 98376-9735 SUBDIVISION: Block: Lot: PARCEL NUMBER: 801282007 Section: 28 Township: 28 N Range: 01 W PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 1997 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 3N SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 10/19/2004 0,0 thailr\ Building Official Signa Date I:\F_BLD_Occupancy.rpt 10/29/19 7-----------------•••••••=mmummi , . t ,,•`.1 • . W > . ,e „... .../ ,. g ‘.4:1 vk-. a v_. ,.-- -i --, ,s.. . I a , moo sW01)( 64 - , SNV2�c„pXZ k VMIMI r * a C S N .. u �' ,� i . ' 1 4,.... ' 55 • - ° Sti i ,€N0INEERED TRUSSES p 24' of. j� 41, a u o ,r4lO i! 1k. i ° I '' -- N� II u ii �Ntl u1 ii N it1113� T t a Cz -_ i �� 6 tit!?aCC �� . is Alts. li o 0 s' 6 • C .t . 1----41. ' JJ li el;,4,I lik ‘....1 V...'v .L, i §V_ :: 7:1 .k.:voi c....,,, :4,i 1 f1C° i ' pix ,,. ' 0- 4, ->c. -k.. i .:.. 5 * 11 . . \� • II :: Er VEERED SCISSOR TRUSSES o 2 'as I =— I / - 3 POINT BEARING - �• ,% .11 • Ir� II it .... A VAULTFD LOCATIONS. 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REV.#/DATE: .. ._ ________ ...._ __ _ ........... -"-- -------- , —71 , ..... —.1 SUBJECT: ',•-` r— - —1 ffil — , ;0 ' . . s 2_ ENGINEERING.INC., P.S. rT1 r:R\ ' .13 . ' , a DOVETAIL "[RUC I ORES • , .. .„ ,C(faie.ct,$,TRUCTURAL 11',\VINEERING 12821-49m DR.&E \'1. -' ..-• z==1 , . MICHAEL.1'. MCCANN F. c-) EVERETT, WA. 98208-9621 co t: • BENJAMIN J. MCC/i,lIN ELT „ „. OFFICE/FAX:1425)337-5075 rn,c-‘ -a_ . ..:- - ,it o'l (...0 M r- _,,—.. _......,...........___......::._.,_ ‘, 0 _ PROJECT:--------)-? __._____ DATE: ef-7(10'7411! •,1 PAGE: A5 .• . _.e' . SUBJECT: e: • ,, .T BY: . . JOB NO: ,e%* 1"' . ' . , tr:0117,"?10014;11.