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Home My WebLink AboutBLD2004-00214 • • 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 #: BLD04-00214 SITE ADDRESS: 1031 LUDLOW BAY RD Issue Date: 07/21/2004 PORT LUDLOW, 98365 Final Date: 3/26/2008 APPLICANT: STEVEN R ROGEL PHONE: (253) 983-9353 CONNIE R ROGEL 12020 NAYANZA RD SW LAKEWOOD WA 9849 SUBDIVISION: LUDLOW BEACH TRS 21440 Block: Lot: 22+ PARCEL NUMBER: 969000022 Section: 16 Township: 28 N Range: 01 E PROJECT DESCRIPTION: NEW DETACHED GARAGE HEATED 922 SQ FT, 2ND FLOOR ADU 1176 SQ FT THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 1997 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM - no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 3/26/2008 I:\F_BLD_Occupancy.rpt 10/29/19 111 BUILDING PER MIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00214 SITE ADDRESS: 1031 LUDLOW BAY RD Received Date 04/1/2004 Issue Date 07/21/2004 PORT LUDLOW, 98365 APPLICANT: STEVEN R ROGEL CONNIE R ROGEL PHONE: (253)983-9353 12020 NAYANZA RD SW LAKEWOOD WA 98499-1440 SUBDIVISION: LUDLOW BEACH TRS 2 Block: Lot: 21&22 PARCEL NUMBER: 969000022 Section: 16 Township: 28 N Range: 01 E CONTRACTOR: TOLLEFSON BUILDERS INC PO BOX 100 PHONE: (360) 732-4080 CHIMACUM WA 98325 Contractor's License: O L B1977N• Ex.Tres: 03/ le PROJECT DESCRIPTION: NEW DETACHED GARAG: REQUIRED INSPECTIONS: TED/19�5:{•HEATED�► b [I SEl BALKS: Off; o UFFER: Of ' zo V' ,i4 [ Footing: 2f< ' z o `, Foundation: i_ � - - • Ok. 3, D Stormwater FINAL A.proval: Underground Plumbing: , ,<_1 alLIC , i K 0jr27jr• Underground Insulation: 0 /0 /1 p4 Shear Wall : • Framing: P i _ OL�. //Z2S ob a� Plumbing: , A;`/+ lir [ J Propane Tank/Lines: ' Insulation: L OI /a$d ; le) 1 NL 6 / 223 ps Septic Sytem Final Approval: O Road Approach Final Approval ,a �; �'�`' ' '° =- �' ZL %� Zoning Final Approval: .1kr Final/Occupancy Approval: HEALTH DEPARTMENT AND PUBLIC WORKS 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 • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00214 Received Date 04/1/2004 SITE ADDRESS: 1031 LUDLOW BAY RD Issue Date 07/31/2006 PORT LUDLOW, 98365 APPLICANT: STEVEN R ROGEL PHONE: (253) 983-9353 CONNIE R ROGEL 12020 NAYANZA RD SW LAKEWOOD WA 98499-1440 SUBDIVISION: LUDLOW BEACH TRS 2 Block: Lot: 21+ PARCEL NUMBER: 969000022 Section: 16 Township: 28 N Range: 01 E CONTRACTOR: TOLLEFSON BUILDERS INC PHONE: (360) 732-4080 PO BOX 100 C H I MAC.UMWA 98325 Cant(aC ort —s-License: TOLLEB1977N9 Expires: 3/15/2007 PROJECT DESCRIPTION: NEW DETACHED GARAGE HEATED 922 SQ FT, 2ND FLOOR ADU 1176 SQ FT CALL IN FOR THE REQUIRED INSPECTIONS THAT APPLY TO YOUR PROJECT. SETBACKS: UFFER: Footing: Foundation: Stormwater FINAL Approval: Underground Plumbing: Underground Insulation: Shear Wall : Sheathing: Framing: Plumbing: Propane Tank/ Lines: Insulation: Sheetrock: Septic Sytem Final Approval MUST be obtained before final of structure can be attempted. Road Approach Final Approval: Zoning Final Approval: Final/Occupancy Approval: HEALTH DEPARTMENT AND PUBLIC WORKS 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 I SPECIAL CONDITIONS APPLY - SEE REVERSE • SPECIAL CONDITIONS FOR CAS, BLD04-00214 1.) A Geotechnical Report prepared by Northwest Territories, Inc dated November 21, 2003 was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 40-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed structures. 2.) 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. 3.) 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. 4.) 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 any proposed development. 5.) An additional setback of five (5) feet is required from the edge of the stream buffer area to any proposed development. 6.) A permanent physical separation along the boundary of the stream buffer area shall be installed and permanently maintained. Such separation can include installing logs, tees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 7.) Stream buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer - Do Not Remove or Alter Existing Vegetation." 8.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan dated 12/16/03 by WDFW dated July 2, 2004 by WDFW. 9.) 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. 10.) 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. 11.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 12.) A flow meter shall be installed prior to final sign off of the building permit. 13.) 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. • i 14.) 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. 15.) A Drainage & Erosion Control Report prepared by Northwestern Territiories, Inc. dated March 12, 2004 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. 16.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 17.) 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). 18.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 19.) The building height is not to exceed 35 feet. 20.) Minimum setback from Ludlow Bay Road right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum rear(shoreline) setback is 40 feet back from the edge of the bank as stated on Page 2 of the submitted geotechnical report prepared by NTI dated November 21, 2003 and as depicted on the revised site plan dated April 5, 2004. 21.) Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 22.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 23.) 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. 24.) 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." 25.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 26.) 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. • 27.) MANDATORY MEASURES FOFCOASTAL 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. 28.) Based on recommendations of the Geotechnical Report prepared by NTI dated November 21, 2003, it will be necessary to maintain ground cover to reduce erosion from surface runoff. Any bare areas that develop on the property should be revegetated. Native vegetation that requires little or no irrigation would be the most beneficial. 29.) Based on recommendations of the Geotechnical Report prepared by NTI dated November 21, 2003, vegetation on the bank face provides stabilization to the bank face soils. The vegetation on the bluff face should be left in as natural a state as possible. If an enhanced view is desired, trees should be pruned such that the trees are not damaged. Except that the damaed trees should be removed with the stumps left in place as mentioned above. It may be worthwhile to consult a tree expert in this matter. 30.) Based on recommendations of the Geotechnical Report prepared by NTI dated November 21, 2003, heavy irrigation or other activities that would contribute large quantities of water to the soil should be avoided. One cause of slope instability is the presents of excessive groundwater. 31.) Based on recommendations of the Geotechnical Report prepared by NTI dated November 21, 2003, surface runoff from hard surfaces such as roofs, driveways, walkways and patios should be controlled and routed to the beach via tightline such that surface water discharge to adjacent properties does not significantly exceed predevelopment conditions. 32.) Based on recommendations of the Geotechnical Report prepared by NTI dated November 21, 2003, silt fences or other sediment control devices may be needed during construction such that sedimentation to adjacent properties does not significantly exceed predevelopment conditions. 33.) Based on recommendations of the Geotechnical Report prepared by NTI dated November 21, 2003, all drainage control devices should be maintained in good working order and inspected at least once a year. 34.) Based on recommendations of the Geotechnical Report prepared by NTI dated November 21, 2003, if erosion of the drainage way on the northeast property line continues, it may become necessary in the future to stabilize the slope to prevent sloughing of the slope. A proactive approach would be to channelize the drainage in pipe or an impervious ditch, or to place rock check dams in the existing ditch to reduce erosion. This would require cooperation from the neighbor since it is not on the subject property. This could also result in aquiring a Hydraulic Project Approval (HPA) from the State Department of Fisheries. 35.) Based on recommendations of the Geotechnical Report prepared by NTI dated November 21, 2003, footing drains and a backdrainage system behind the basement retaining wall are recommended. These drains should be kept separate from roof drains and be tightlined away from the house. 36.) Based on recommendations of the Geotechnical Report prepared by NTI dated November 21, 2003, septic drain fields should not be constructed between the house and bluff. 37.) A minimum of two (2) on-site parking spaces shall be provided for the ADU. I:\F_BLD_Perm it_Bui ld ng.rpt 10/29/1999 ilkJILDING PERMIT APPLICAIN MLA04-00175 Review Type:I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD04-00214 Received Date: 4/1/2004 SITE ADDRESS: 1031 LUDLOW BAY RD PORT LUDLOW, 98365 OWNER: STEVEN R ROGEL PHONE: (253) 983-9353 CONNIE R ROGEL 12020 NAYANZA RD SW LAKEWOOD WA 98499-1440 SUBDIVISION: LUDLOW BEACH TRS 2 Block: Lot: 21&22 PARCEL NUMBER: 969000022 Section: 16 Township: 28 N Range: 01 E CONTRACTOR: TOLLEFSON BUILDERS INC PHONE: (360) 732-4080 PO BOX 100 CHIMACUM WA 98325 Contractor's License TOLLEBI977N9 Expires 3/15/2005 REPRESENTATIVE: JON THOMAS PHONE: (206)463-7870 PO BOX 1848 VASHON WA 98070-1848 kla? le ¢35��'rt1'1�t 107 PROJECT DESCRIPTION DETACHED GARAGE T-B3/1O7 5.5 HEATED.. l)(A 4. t .s \Ta ort-;hon ,. TYPE OF WORK GAR SQUARE FOOTAGE: PravRriWi d TYPE OF IMP NEW MAIN:AtAkSio vo 1n •6 VALUATION 135,000.00 ADD'L: HEAT TYPE: OIL CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: �, SHORELINE: CONST TYPE: GARAGE:I6 SETBACK: DECK: 308 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 2WELL PARCEL TAGS: YES _NO BEDROOMS: BATHROOMS: STORMWATER: YES _ NO AREA Exist: Exist: Wetland Erosion Prop: Prop: 1 Seismic Streams Total: Total: 1 Flood Way Floodplain Routing Date: F&W Landslide /101- �' Shoreline Aquifer '� Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A P PROVE D Plan Check $1,189.75 KAS 04/01/04 64167 Plan Check $773.34 KAS 04/01/04 64167 JUL 2 1 2004 State Building Code $4.50 KAS 04/01/04 64167 Jefferson County Planning Total: $1,967.59 & Building Department AliM4-0,,k:002. S� I MAR-12—•2004 10 c41 AM JO'S' THOMAS ARCHITECT 206 ^4t$g 77871 P. 03 Ant • Jefferson County De,. ,�.' of Community Dave ' ' ti 621 Sheridan Street,Fort ,7 -- , WA 0 i68(360)310-4 0 -1114 pe e t p o A 1 2004 vpulicaroon ..... ., I P?.OF C. EvE .opML..,11i Prtot Deoaription; _ �..� Nay % � •0 000�y _ _ `4:._ nailing Type: h eject r,. Foam a'lope; tsltsie Family 414 I d" Garage Attached .shed ddition Modular Altetatiom/FteMadel Conners!" Commercial Repair Masonry Aduld-ftmtlly/#of Uelta Demolition Other, Induetgal -' Other Bathraomat fiede ■s Type of Sewage Disposal: Type of Heat; , Choose one: 1?xiitittti Existing . Sewer Community System Electricity CED Proposed: Proposed: ndiviidetal g rteirt Woodatave Ptppar,n Total: . I Total: If not sewer, vet tfse follpwj,nt Turret Pump Conventional Alternative Other ifilprial"...- Pc>'eait# SEP Private wadi Two 1 W Public Name of wetter sysco:int ooze Footage; For Office Vie Only i v v Main Floor Consistency Review .„ j, l 52 2 Floor ,___ ease fee !/1 ' ! . .. B I 341 Floar _ Plan Check fee 7', 3- 3 9 '..—` Htd Basementa r State euteharge fee fit, co Clsthcci Naomi11M-- i,. ` • ••• (ao` t Subtotal • ��, 1p!- 5 Gtlragc Carport .z.- �.,�► •� .r f : - r Pot Water Review fee _ ! Pecks \114 ; - , 111/Rd Approach fee --- Commercial TOTAL /9 4` 7' 59 on . industrial 10.0` q5•�' Recedpt# (q ( 1(0'1 ' Other Cash/Check# 1`101 Total Vaduador Ititinla . Or Data `1— i —04- titimated Cost: " Al.'",• ) • Yf within ZOO' Distance to Bank or Ordinary High Water Mark ,. . ft.bank Height /A_. _ it ley signing the episUeatinn form,thy,ericlicmt/nvmer mama rim tits inlorrxatioe ptovideil"torero is mesa'east to dba loot o their lvo.vleel®e. Any.earedat falsehood oY any. omission of a material fact made by the applicano/o wn=with mom to this application packet may result In this permit Wagtail and Void_ 1 further agree to AWa,indemnify and hold hutting Jefferson County spina Walhalla,judgments,court Costa,reasonable attomcy%fote and expenses willeh may in my way accrue against jet1'enton County as a reftit of or in Cniniininnnce of the granting nr rids Punic. I Mho spree to provide wets and iglu of entry to jeffcteon County and era employees.rey ialtativet Of tECnt9 cot the purpose of application%view and any required Intoriapsonones. 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