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HomeMy WebLinkAboutBLD2004-00782 SEP21205 September 19, 2005 RE: Notification of Cancellation Berg Permit # 04-0782 To whom it may concern, This letter is to notify Jefferson County Department of Development that I am canceling permit# 04-0782, to build on my property at 80 Dickey Street in Pt. Ludlow. I am resubmitting information on a different plan to be built on the lot. Respectfully yours, Chris K. Berg BUILDING PERMIT• Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00782 Received Date 12/9/2004 SITE ADDRESS: 80 DICKEY ST Issue Date 09/7/2005 PORT LUDLOW, 98365 APPLICANT: CHRIS K BERG PHONE: (360) 698-1000 X 2916 NW BUCKLIN HILL RD #242 SILVERDALE WA 98383 SUBDIVISION: TRAILS END 2ND ADDITION Block: 12 Lot: 13-14 PARCEL NUMBER: 950101209 Section: 16 Township: 27 N Range: 01 E CONTRACTOR: LUMBERMEN'S HOMES PHONE: (360)692 PO BOX 776 —� SILVERDALE WA 98383 Contractor's License: LUMBEH*011JK Expires: 5/1/2006 PROJECT DESCRIPTION: NEW SFR 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 (If not on sewer): 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 SPECIAL CONDITIONS APPLY - SEE REVERSE SPECIAL CONDITIONS FOR CASE # BLD04-00782 • 1.) MINIMUM 54 FOOT SETBACK REQUIRED FROM NW CORNER OF HOUSE TO N PROPERTY LINE FOR RESERVE DRAINFIELD AREA. 2.) EXISTING MANUFACTURED HOME/MOBILE HOME MUST BE REMOVED FROM THIS PARCEL PRIOR TO THE FINAL INSPECTION/CERTIFICATE OF OCCUPANCY. 3.) 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. 4.) 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. 5.) 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." 6.) All construction activities shall not encroach upon the landslide hazard buffer. This includes the storage or preparation of materials. 7.) 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. 8.) 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. 9.) 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. 10.) MANDATORY MEASURES OF HIGH 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. 11.) MANDATORY MEASURES Ft HIGH RISK 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 requirements: a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160-106 for a new groundwater well within 100 feet of a sea-salt water intrusion area per WAC 173-160-171 (i.e., within 100 feet of a groundwater source showing chloride concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an existing or proposed groundwater well not subject to an Ecology variance, applicant must provide evidence through a hydrogeologic assessment(relevant components of an Aquifer Recharge Area Report per UDC 3.6.10.e) of a reasonable probability that the subject aquifer will not be degraded by the proposed use of well. b. Installation of a flow meter. c. On-going well monitoring for chloride concentration. d. Submittal of flow and chloride data to the County per monitoring program. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 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. 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.) An engineered stormwater plan prepared by JB Engineering 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 engineer of record to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the engineer of record 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.) Pre-existing legal lots of record less than one acre in size in Rural Residential districts are subject to the stormwater requirements in UDC Section 6.7 and must meet the"Area of Impervious Surface Coverage"to the maximum extent practicable as determined by the Administrator." Lot coverage is defined as amount of impervious surface, which includes rooftops, driveways, concrete, etc. 19.) The building height is not to exceed 35 feet. 20.) Dickey St. (C440309) is a county local access road. The road approach is existing and an address of 80 Dickey St. has been assigned to the parcel. 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 desig• 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.) Stormwater shall be retained and infiltrated on site. The owner shall control all sedimentation and erosion on the property. 24.) A minimum of two (2) on-site parking spaces is required for the single-family residence. 25.) Setback from Dickey Street right-of-way is no less than 20 ft., side and rear setbacks are no less than 5 ft. If an environmentally sensitive area (ESA) is present, then the more restrictive setback shall apply. 26.) A Geotechnical Report prepared by Craig K. White, Inc. Geosciences Consulting, dated February 10, 2005 was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. The report recommended that a minimum setback distance of 30 feet from the top of the slope (upper edge of the rock wall) be observed for the bearing walls of the primary residence. Porches or decks which are not an integral part of the main structure may be placed as closes as 15 feet from the top of the slope. Within the 15-foot setback distance, we also recommend that a natural vegetation buffer be created within which the growth of deep-rooting plants should be encouraged. A letter prepared by Craig K. White dated July 10, 2005 approving the stormwater management design was also submitted. 27.) All recommendations from the geotechnical report prepared by Craig K. Whiedated February 10, 2005 and the supplemental letter from Craig K. White dated July 10, 2005 shall be followed. The recommendations as written in the geotechnical report are: 1) It is recommended that a minimum setback distance of 30 feet from the top of the slope (upper edge of the rock wall) be observed for the bearing walls of the primary residence structure. Porches decks, which are not an integral part of the main structure may be placed as close as 15 feet from the top of the slope. Within this 15-foot setback distance, we also recommend that a natural vegetation buffer be created within which the growth of deep-rooting plants should be encouraged. 2)An effective water-collection system (gutters and downspouts) should be installed on all structures with water tightlined into the natural drainage swale near the base of the slope. Buried portions of all new tightlines should utilize 4-or 6-inch, smoothwall, sewer/drain pipe, tightly cemented at the joints. Efforts should also be made to determine the natured of the drain system already in place in the area of the proposed building site (the wrinkle-pipe that extends across the face of the rock wall) to preserve its integrity during construction. 3) Grading and site preparation should be conducted in a manner that will direct water from uphill sources and impervious adjacent areas to flow away from the proposed structure, preferably in the direction of the natural drainage swale below the building site. Consideration should also be given to installing a foundation drain on the uphill (west) side of the structure to intercept surface and near-surface runoff water from the higher-elevation areas on the property that, otherwise, might accumulate against the foundation. The outlets ends of the foundation drains may be connected to the tightline system. 4) Efforts should be made to promote and maintain a healthy growth of deep-rooting vegetation, wherever possible, in the vicinity of the slopes on the property to aid in retaining surface soils and reduce the effects of erosion. The accumulation of construction materials, stumps, branches, grass cuttings or other yard debris on all slopes should be discouraged, as these materials may inhibit the growth of healthy vegetation. 5)A careful examination of the rock retaining wall below the proposed building site should be conducted by a qualified, civil or structural engineer to ensure the integrity of this structure. Maintenance and repairs of the rock wall should be performed, as necessary to protect the structures above the wall. 6) Frequent inspections of the hillside slope should be made, especially after periods of heavy rainfall, to determine the location of any new springs and identify areas of excessive water runoff or erosion. Recording the appearance of potentially-unstable areas in photographs, taken each year, and comparing them with current conditions may assist in this evaluation. As recommended in the letter from July 10, 2005 from Craig White: "Periodic inspections of the area around the proposed outfall pad should still be made to ensure that excessive erosion is not occurring, here, as well as in downslope areas along the swale. 28.) The "future deck" as depicted on the site plan has not been approved as part of this permit. A separate building permit is required when the owner builds the future deck. I:\F_BLD_Perm it_B ui ld ng.rpt 10/29/19 MLA04-00684 leUILDING PERMIT APPLICA ' N Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00782 Received Date: 12/9/2004 SITE ADDRESS: 80 DICKEY ST PORT LUDLOW, 98365 OWNER: CHRIS K BERG PHONE: (360) 698-1000 X 2916 NW BUCKLIN HILL RD#242 SILVERDALE WA 98383 SUBDIVISION: TRAILS END 2ND ADDITION Block: 12 Lot: 13-14 PARCEL NUMBER: 950101209 Section: 16 Township: 27 N Range: 01 E CONTRACTOR: LUMBERMEN'S HOMES PHONE: (360)692461 - PO BOX 776 551% SILVERDALE WA 98383 Contractor's License LUMBEH*011JK Expires 05/01/2004 REPRESENTATIVE: A J FALK PHONE (300) 002_4F$ LUMBERMEN'S HOMES PO BOX 776 PROJECT DESCRIPTIOI` NEW SFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 660 VALUATION 74,549.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2003 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: CONST TYPE: DECK GARAGE: 12 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 1 Prop: 1 Seismic Streams Total: 1 Total: 1 Flood Way . Floodplain Routing Date: F&W Landslide lit Ar ( de( Pa, Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $818.75 KAS 12/09/04 68819 APPROVED Plan Check $532.19 KAS 12/09/04 68819 State Building Code $4.50 KAS 12/09/04 68819 SEP - 7 2005 Potable Water Application $52.00 KAS 12/09/04 68819 efferson County Planning Total: $1,407.44 R, _ 1 din nartment 'Fee. gz A- Corr c 444, °e\ JEFFER• COUNTY 41 kj 1 m.�, DEPARTMENT OF COMMUNITY DEVELOPMENT "'+ `� 621 Sheridan Street • Port Townsend•Washington 98368 360/379-4450 • 360/379-4451 Fax DEC — 9 `wit 1q ,,Co www.co.jefferson.wa.us/commdevelopment SNC„'S Master Permit Application MLA: 0 cf'-634-- . Project Description(include separate sheets as necessary): Tax Parcel /yra i, `,/i� Property Number. ''/ / (/� Size: f /, t 1 U (acres/square feet) i,Site Address and/or Directions to Property: 'O .t CKG1 5}. P-!-. 1-0 c\ to t_.J , \A)A Property Owner(s)of Record: e-h`i b K. B G rta Telephone:3l,Cj -t,q'• ;Oa() QX, 121 Fax: email: Mailing Address: 29 IL, )2),R.Kli n 14i 11 R 2L ' S,1,1 trdc..k vt1 A 9 7332 Applicant/Agent(if different from owner): A,T Fc,1K / 1--Om6trI'r1CrN Porn CS Telephone: ;I,b-(,q.D.-SSII Fax:3l0o-337-,-/b 7$ email:alIiSon ''o,1k IJtnb�r'rnerS Mailing Address: P.O E b X ilia S,I v t rcic.k Ufa q g 3 g,� n C-k- What kind of Permit?(Check each box that applies) Building U Variance(Minor,Major or Reasonable Economic Use) U Demolition Permit U Conditional Use[C(a),C(d),or C]"* Single Family U Discretionary"D"or Unnamed Use Classification U Garage Attached/Detached U Special Use(Essential Public Facilities)** U Manufactured Home U Boundary Line Adjustment U Modular U Short Plat** U Commercial* U Binding Site Plan'"' U Change of Use U Long Plat** U Address i Road Approach ❑ Planned Rural Residential Development(PRRD)/Amendments** U Propane U Plat Vacation/Alteration** U Allowed"Yes"Use Consistency Analysis U Shoreline Master Program Exemption/Permit Revisions** U Stormwater Management U Shoreline Management Substantial Development*" U Site Plan Approval Advance Determination(SPAAD)* U Shoreline Management Variance U Temporary Use U Comprehensive Plan/UDC/Land Use District Map Amendment U Wireless Telecommunication* U Jefferson County Shoreline Master Program Amendment U Forest Practices Act/Release of Six-Year Moratorium May require a Pre—Application Conference **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: n Y. DESIGNATION OF AGENT I hereby designate HI 1 co.\h to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE D //—1)0"—V 9ate: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent 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 or in consequence of the granting of this permit. I further agree to provi access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and an 'e later inspections.Access and right of entry to this property shall be requested and shall occur only during regular business hours. Signature,./ i /�/ Date: /`"0 7'(,� The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if y•u are i. ompliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non- .nsf 9--• ponsibil j or adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: . it Date: //"©7--r� \ �T • C:\Documents and Settings mochil\Desktop\Master Permit Application 7-8-04.doc • • • OWNER BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are notllifsedwctraand that they will be assuming the responsibility of the General Contractor for the proposed project. IJJG�L Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ,(o b�'2rne/I S' X/b/YlC �' (C531d0 )0?"o-Y ' t5ti� 7 -7U MAILING ADDRESS: � / /"—XJ 77b EMAIL: g//000fa/K&o) m/i 0e/ern0,p,fief CONTRACTOR'S LICENSE /��- / WAINS NUMBER: tilifi&I/4 d/I,jA NUMBER ARCHITECT/ENGINEER: /►/-4 �l _` PHONE ( ) FAX: ( ) MAILING ADDRESS: EMAIL - -i .. Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New + f Wood Existing: I Sewer J Addition Li Steel Proposed: / Bank Li Community System J Alteration/Remodel Ll Concrete Total: / Height: '34 Individual System J Repair LI Masonry SEP Permit# J Demolition LI Other. Bedrooms: Water Supply: Existing: Setback: k Private well Ll Two Party Type of Heat Proposed: / LI dQc'rd lJA/f /Fof Total: / Publico Nameof System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: WII you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: I Underground Tank I Above ground Tank Size of Propane Tank: j Heat Stove j Cook Stove j Woodstove j Fireplace Insert j Hot Water Tank j Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage For Office Use Only Current Proposed J Amount _ Main Floor �j i 6 0 V Consistency Review: 4-C,o 2Nu Floor O Base fee: j� 8I g .7s 3t°Floor Additional Section: f Mezzanine: Plan Check fee: 5 2,( ct Heated Basement 7 State Surcharge fee: k `SO Unheated Basement Pot Water Review fee: 8S .oc.) Other Unheated 911/Rd Approach fee: lJ Garage/Carport x1S1( � p+ TOTAL: $ (( l /� EQ� Decks f Receipt Number: 60gg (, q ` Other 3_•D' l r`Cash/Check Number: 1 (! / ESTIMATED COST REQUIRED Date: IZ(q foct finish ri SY?' Initials: FP ' C:\Documents and Settings\mochil\Desktop\Master Permit Application 7-I1-04.doc