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HomeMy WebLinkAboutBLD2001-00609 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 #: BLD01-00609 Received Date 10/25/2001 SITE ADDRESS: 173 LAGOON LN Issue Date 11/26/2001 PORT LUDLOW, 98365 Expiration Date 11/26/2002 APPLICANT: DICK TIMMERMAN PHONE: 425-746-4868 SYLVIA TIMMERMAN 5810 LAKE WASHINGTON BLVD SEATTLE WA 98006 SUBDIVISION: LUDLOW BEACH TRS 1 Block: Lot: 4 PARCEL NUMBER: 968700104 Section: 16 Township: 28 N Range: 01 E CONTRACTOR: OLYMPIC RIDGE PHONE: (360) 302-0156 15940 LINDSEY LANE POULSBO WA 98370 Contractor's License: OLYMPR"066JD Expires: 03/25/2002 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE REQUIRED INSPECTIONS: [✓]]/ Setbacks (Shoreline Setbacks): p/t./Q,— 92.-' �o [ 7 Footings: /a,- 7-.a/ [� Foundation: p/ . Q t /�-7•or [ ] Underground Plumbing/Underground Insulation:CJ . PL,ji, ets9pe/pge) O/G //3/ z [ ] Shear Wall: [q. craming/P umbing: (C"CC S l � z- nee:! Lt4`z 5"os = << / 14' 4 itrw s r'TZ ®'Z'7Z) i7i r© z t/ / [ ] Final/Occupancy Approval �,� 9%07 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. SPECIAL CONDITIONS APPLY-SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY • w Ix n / / dl 1 N3ihd013A30 A11Nf1WW00 30 1d30 . / ' ' Li UNf100 NOSE+3333f / i Q I / (..-• . z loot 5 z lea �,' � � o /' Q 3 3 a H tn tu 1- LIZ 1- z w v Q d .� W \ \ / Zz zO Q ( Q i Y / +Cr O o Q -, / . = iuX X i - a— — ! / _,----oR/ ',.. -- ZBi - UJ y- ------- d / / ' ' �[ ) O O ,$// ,� %/ A ,/ '/ v tY Ot / •,4 / O m eL Q B_ / W ' • i / / // In Ill / Z Z / e, 411/ .< II ii �� ►.�1 . , / a � Om tfl NZ 1.----k- , 4o , , 44. . .."1 v ^ El Www c0 ft U / � r1 � w mm� � in / % V 0" n w N °- / ri 11-1 W — Il Q Z D�w , ~ Lc) D I w Q I- iiiILI v : ' N - N ®4 " coi CO Q ® 0 v n 0 / lr"7<� m m 1 Y 0 1 Q / ;m z Z v - E Cho QQ < D_ Op Q i, � D- J Ii - w / w � IY � cv ? c i cy v — — — ---- eg CEI- a oCEO 1— cE —Iw i 4 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: DICK TIMMERMAN SYLVIA TIMMERMAN 5810 LAKE WASHINGTON BLVD SEATTLE WA 98006 DATE ISSUED: November 26, 2001 DATE EXPIRES: November 26, 2002 MLA NUMBER: MLA01-00545 PROJECT PLANNER: K RUSSELL PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE PROJECT LOCATION: Parcel number 968 700 104, Ludlow Beach Tracts 1, Lot 4 in Section 16, Township 28, Range 01 East, WM located at 173 Ludlow Bay Rd, Port Ludlow, WA 98365 FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Developmen Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on 10/25/01 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: Wetland (Category I), Susceptible Aquifer Recharge Area, Flood Plain, and Shoreline (Suburban). 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.) Category I Wetlands are located directly north of the subject parcel. The Wetlands are in close proximity to the proposed single family dwelling. The proposal is to remove and replace the single family dwelling in the EXAC location of the existing footprint. The applicant is proposing limited expansion on areas that are already impervous surface (carport/concrete walkway, slab). Section 3.6.4 (f)(4) of the Environmentally Sensitive Area for General Exemptions allows for structural alterations as long as the original footprint is utilized. The proposa is consistent with this criteria. 6.) During the construction phase the applicant shall not disturb the identified wetlands or encroach upon the setbacks already established from the wetlands to the proposed development. 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.) Geohazard setbacks will not be required. The proposal will replace an existing dwelling and no sloping or bluff are located on the subject property. 9.) The applicant is proposing to create or add 2,400 square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Management Practices (BMPs) to control sedimentation and erosion. Any disturbance near the associated wetland or shoreline will require the submission of a Small Parcel Sediment and Erosion Control Plan. Any land disturbing activities outside of the existing footprint will require filter fencing or other sediment control measures. 10.) The site plan as submitted with the building application on 10/25/01 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 11/16/01 shall be resubmitted for review and approval by Jefferson County Department of Community Development. CONDITIONS: 1.) 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). 2.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. The report was conducted by GeoResources and rendered recommendations for design and construction pertaining to items like floor slab support and lateral resistence thresholds. 3.) 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. 4.) Maximum lot coverage is not to exceed 25%. 5.) The applicant is replacing an existing structure in the exact location. No further encroachment is allowed to the shoreline or wetlands. All setbacks have been predetermined by the existing structure. 6.) The building height is not to exceed 35 feet. 7.) Flood proofing measures are to be used as required by the Jefferson County Flood Damage Prevention Ordinance. 8.) All new construction shall use construction methods which minimize flood damage. 9.) New construction shall have the lowest floor elevated to at least one foot above base flood elevation. 10.) Fully enclosed areas below the lowest floor that are subject to flooding are prohibited unless designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwater. Designs for meeting this requirement must either be certified by a registered professional engineer or architect or must meet or exceed the following criteria: a. A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided. b. The bottom of all openings shall be no higher than one foot above grade. c. Openings may be equipt with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwater. 11.) All new construction shall: a. be anchored to prevent flotation, collapse, or lateral movement of the sturcture. b. be constructed with materials and utility equipment resistant to flood damage and potential damage to adjacent properties. c. be constructed using methods and practices that minimize flood damage. d. have structural components capable of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. e. electrical, heating, ventilation, plumbing, air-conditioning equipment, and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding. 12.) Flood proofing of structures shall be provided by one or more of the following methods: a. Landfill: (Note: Landfills are not permitted in the floodway.) The placement of fill may be utilized to elevate the structure and must comply with the standards and policies of the Jefferson County Shoreline Master Program, if applicable. b. Pole, pier or piling construction: The use of poles, piers, or piles for the foundation of the structure may be used to allow the unrestricted flow of flood waters during periods at a base flood. The lowest floor must be one foot above the base flood level. c. Parallel Foundation Walls: Foundation walls may be designed and constructed to provide open spaces through which water can flow unrestricted to equalize pressure. In velocity flood situations, it is important that all foundation walls be parallel to the flow of the floodwaters. d. Extended Foundation Walls and Basements: (Note: Extended foundation walls and basements are not permitted in the floodway.) The lowest habitable floor of a residence may be constructed on foundation walls that extend above grade to one foot above the height of the base flood provided that residential construction complies with the requirment of Section 5.101(2), "Residential Construction," regarding the design of enclosed areas. 13.) Utilities shall be designed as specified in Section 5.20 of Ordinance No. 18-1120-95. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development. Development pursuant to this permit shall be undertaken subject to the applicable development and performance standards of the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. • The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency'that"takes"listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as"critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -Set back buildings, utilities and roads as far as possible from surface waters(streams, rivers, lakes, marine waters), or at least 150 feet from the edge of the water -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters -Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches Any individual, group, or agency can bring suit for a listed species "taking," even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist,and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle at (206)526-6613, or the U.S. Fish and Wildlife Service at(503) 231-6121. APPEALS: Pursuant to W 36.70C, the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior C u within twenty-one(21) calendar days of the date of issuance of this land use decision. For more informatio lat 'udical appeals see UDC Section 8.5.2. UDC, dministrator ONe � `vl1- ©1 -'sg-' wow , °6� JEFFERSON COUNTY ir y1 e 4 DEPARTMENT OF COMMUNITY DEVELOPMENT 4. ' O'� 621 Sheridan Street • Port Townsend • Washington 98368 D ,ykIING, 360/379-4450 • 800/831-2678 • 360/379-4451 Fax ~ OCT 2 5 2Q01 BUILDING PERMIT APPLICATION Project Description: JEFFU SU:J .;UUNTY nwr qc rnlaulllNlry ncvcl nr�lrur r Bug Type: Projfe Type: F ae -. Single Family New . Garage Attached/Detached Addition ' Steel - Modular Alteration/Remodel Concrete -- Commercial Repair Masonry Multi-family/#of Units Demolition - Other: Industrial Other: Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat: Choo one: Existing: 3 Existing: Z•r ewer Community System E Electricity Oil Proposed: Proposed: Individual System a Woodstove Total: Z Total: If not sewer,fill out the following: C Heat Pump Conventional Alternative il Other Permit# SEP Water Supply: Private well = Two P. Well- Public:Name of water system: Square Footage: For Office Use Only h Main Floor /s/.r- SI qQ I • ZC) UBC OCCUPANCY GROUP 2 Nn Floor Vs- 572o g. o p. (2 Base fee 7q •3S 3rd Floor 0--• Plan Check fee .ca3 .g 1 Htd Basement —o— . State Surcharge fee Lt-// • SC-) Unhtd Basement o- Subtotal I b C,1 - b(t, Garage/Carport So\r 5 -5C) Pot Water Review fee 3© - ©a i Decks —0— 911/Rd Approach fee 0 Commercial —0 --- - TOTAL I L qC1- L.c . i Industrial - -v_.-_.- r j Receipt# 3O5e9c) i Other Cash/Check# 4-S23 I Total Valuation: Initials Or Date ( 0(2-StO t Estimated Cost: l __-- 11 01 .,... Ai t,. 4._ hi If within 200' of the Shoreline, ' Distance to Bank or Ordinary High Water Mark S'Q ft. Bank Height 'rydi. 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 attorney's fees and expenses which may in any way accrue against Jefferson County as a result of sequence o nting of this permit. I further agree to provid ,ccess and right of entry to Jefferson County nd it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of e to the a plic 's property or structure shall e requested and shall occur during regular business hours. Signature: Date: /0 4o— U I-I:HOME\PLN I , G\F , BLDpermitAp 'cation l/2000 . t BUILDING PERMIT APPLICATION Review 0pe: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 a PERMIT #: BLD01-00609 Received Date: 10/25/2001 SITE ADDRESS: 173 ,_ps(30-vi.+' L-/..' PORT LUDLOW, 98365 OWNER: DICK TIMMERMAN PHONE: 425-746-4868 SYLVIA TIMMERMAN 5810 LAKE WASHINGTON BLVD SEATTLE WA 98006 SUBDIVISION: LUDLOW BEACH TRS 1 Block: Lot: 4 PARCEL NUMBER: 968700104 Section: 16 Township: 28 N Range: 01 E CONTRACTOR: OLYMPIC RIDGE PHONE: (360) 302-0156 15940 LINDSEY LANE POULSBO WA 98370 Contractor's License OLYMPR*066JD Expires 03/25/2002 REPRESENTATIVE(S): E J KLINKER 15440 LINDSEY LN POULSBO WA 98370 PROJECT DESCRIPTIO SINGLE FAMILY RESIDENCE vJ/ p.-rriNc-i4 ED r AaA 61E TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,515 VALUATION 150,450.00 ADD'L: 985 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 525 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: DLOW PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 3 Seismic Streams Total: 3 Total: 3 Flood Way Floodplain F&W Landslide Routing Date: (D -1 01 n (J Shoreline Aquifer P Forest: Commercial Rural Pcacimity Plat Conditions Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,279.35 MAM 10/25/01 30500 _ Plan Check $383.81 MAM 10/25/01 30500 APPROVEu State Building Code $4.50 MAM 10/25/01 30500 Potable Water Application $30.00 MAM 10/25/01 30500 NOV 2 ti 2001 Total: $1,697.66 DEFT.OF CO N U 1TY7216 SPECIAL CONDITIONS FOR CASE BLD01-00609 1.) The application was reviewed by the Jefferson County Department of Community Development staff on 10/25/01 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: Wetlands (Category I), Susceptible Aquifer Recharge Area, Flood Plain, and Shoreline (Suburban). 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.) Category I Wetlands are located directly north of the subject parcel. The Wetlands are in close proximity to the proposed single family dwelling. The proposal is to remove and replace the single family dwelling in the EXACT location of the existing footprint. The applicant is proposing limited expansion on areas that are already imperious surface (carport/concrete walkway, slab). Section 3.6.4 (f)(4) of the Environmentally Sensitive Areas for General Exemptions allows for structural alterations as long as the original footprint is utilized. The proposal is consistent with this criteria. 6.) During the construction phase the applicant shall not disturb the identified wetlands or encroach upon the setbacks already established from the wetlands to the proposed development. 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.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. The report was conducted by GeoResources and rendered recommendations for design and construction pertaining to items like floor slab support and lateral resistence thresholds. 9.) Geohazard setbacks will not be required. The proposal will replace an existing dwelling and no sloping or bluffs are located on the subject property. 10.) The applicant is proposing to create or add 2,400 square feet of impervious surface. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal adhere to Best Management Practices (BMPs) to control sedimentation and erosion. Any disturbance near the associated wetland or shoreline will require the submission of a Small Parcel Sediment and Erosion Control Plan. Any land disturbing activities outside of the existing footprint will require filter fencing or other sediment control measures. 11.) 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. 12.) The site plan as submitted with the building application on 10/25/01 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 11/16/01 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 13.) Maximum lot coverage is not to exceed 25%. 14.) The applicant is replacing an existing structure in the exact location. No further encroachment is allowed to the shoreline or wetlands. All setbacks have been predetermined by the existing structure. 5 The building height is not to exceed 35 feet. 16.) Flood proofing measures are to be used as required by the Jefferson County Fi000 Damage Prevention Ordinance. 17.) All new construction shall use construction methods which minimize flood damage. 18.) New construction shall have the lowest floor elevated to at least one foot above base flood elevation. 19.) Fully enclosed areas below the lowest floor that are subject to flooding are prohibited unless designed to automatically equalize hydrostatic, flood forces on exterior wails by allowing for the entry and exit of floodwater. Designs for meeting this requirement must either be certified by a registered professional engineer or architect or must meet or exceed the following criteria: a. A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided. b. The bottom of all openings shall be no higher than one foot above grade. c. Openings may be equipt with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwater. 20.) All new construction shall: a. be anchored to prevent flotation, collapse, or lateral movement of the sturcture. b. be constructed with materials and utility equipment resistant to flood damage and potential damage to adjacent properties. c. be constructed using methods and practices that minimize flood damage. d. have structural components capable of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. e. electrical, heating, ventilation, plumbing, air-conditioning equipment, and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding. 21.) Flood proofing of structures shall be provided by one or more of the following methods: a. Landfill: (Note: Landfills are not permitted in the floodway.) The placement of fill may be utilized to elevate the structure and must comply with the standards and policies of the Jefferson County Shoreline Master Program, if applicable. b. Pole, pier or piling construction: The use of poles, piers, or piles for the foundation of the structure may be used to allow the unrestricted flow of flood waters during periods at a base flood. The lowest floor must be one foot above the base flood level. c. Parallel Foundation Walls: Foundation walls may be designed and constructed to provide open spaces through which water can flow unrestricted to equalize pressure. In velocity flood situations, it is important that all foundation walls be parallel to the flow of the floodwaters. d. Extended Foundation Walls and Basements: (Note: Extended foundation walls and basements are not permitted in the floodway.) The lowest habitable floor of a residence may be constructed on foundation walls that extend above grade to one foot above the height of the base flood provided that residential construction complies with the requirment of Section 5.101(2), "Residential Construction," regarding the design of enclosed areas. 22.) Utilities shall be designed as specified in Section 5.20 of Ordinance No. 18-1120-95.