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HomeMy WebLinkAboutBLD2006-00681-1 • MLA06-00651 EsuILDING PERMIT APPLICATIA Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD06-00681 Received Date: 12/1/2006 SITE ADDRESS: 3135 SR 20 PORT TOWNSEND, 98368 OWNER: WARREN J WESTALL PHONE: 360-385-0081 PO BOX 1159 PORT TOWNSEND WA 983680038 SUBDIVISION: Block: Lot: TX15-i PARCEL NUMBER: 901172001 Section: 17 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: WILLIAM IRVINE PHONE: 379-1314 1980 CAPE GEORGE RD PORT TOWNSEND WA 98368 PROJECT DESCRIPTIOP NEW MASTER BEDROOM BLD #4 - NO KITCHEN TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 985 VALUATION 295,500.00 ADD'L: 985 HEAT TYPE: PRO CODE EDITION: 2003 HEAT BASE: HEAT TYPE: EEE OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 396 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL BEDROOMS: BATHROOMS: Exist: Exist: Prop: 3 Prop: 2 Total: 3 Total: 2 Routing Date: • Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,091.35 CJZ 12/01/06 85296 - .I \ 11 Plan Check $1,359.38 CJZ 12/01/06 85296 State Building Code $4.50 CJZ 12/01/06 85296 FEB I 2007 Total: $3,455.23 • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD06-00681 Received Date: 12/1/2006 SITE ADDRESS: 3135 SR 20 Issue Date 2/1/2007 PORT TOWNSEND, 98368 Expiration Date 2/1/2008 OWNER: WARREN J WESTALL PHONE: 360-385-0081 PO BOX 1159 PORT TOWNSEND WA 983680038 SUBDIVISION: Block: Lot: TX15 PARCEL NUMBER: 901172001 Section: 17 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW MASTER BEDROOM BLD #4 - NO KITCHEN TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 985 VALUATION 295,500.00 ADD'L: 985 HEAT TYPE PRO CODE EDITION: 2003 HEAT BASE: HEAT TYPE: EEE OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 396 SETBACK: 65 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $2,091.35 CJZ 12/01/06 85296 Exist: Exist: Plan Check $1,359.38 CJZ 12/01/06 85296 Prop: 3 Prop: 2 State Building Code $4.50 CJZ 12/01/06 85296 Total: 3 Total: 2 Total: $3,455.23 Directions to Site: 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 ATTATCHED • • CONDITIONS for Building Permit# :BLD06-00681 1.) 10 foot separation required between all water lines and any septic component. 2.) The septic system serving this building is permitted for residential use only and not intended for business or commercial uses. 3.) The application was reviewed by the Jefferson County Department of Community Development staff on December 19, 2006 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: Type 4 stream; landslide 1 & 2; coastal SIPZ. 4.) 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. 5.) 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. 6.) A Type 4 Stream (Fish and Wildlife Habitat Area) has been identified on the subject property. The stream will require a setback of 100-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. 7.) Stream buffers and landslide hazard area 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. 8.) 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 (Sam bucus Racemosa), Snowberry (Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium). 9.) Marine shorelines and islands are .eptible to a condition that is known as slitterintrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 10.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 11.) 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. 12.) A Geotechnical Report dated November 25, 2003 prepared by Stratum Group was submitted in conjunction with this application. Additionally, an addendum dated January 3, 2007 to the geotech report was submit. The report addressed the stability of the geologic hazard area. A minimum setback of 15-feet from the top of the cut slope (area above the railroad grade) shall be measured perpendicularly to the proposed structures. The septic drainfield may be located within 50 feet of the top of the railroad cut slope. 13.) 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. 14.) 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." 15.) All construction activities shall not encroach upon the stream or landslide hazard area buffers. This includes the storage or preparation of materials. 16.) 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. 17.) 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. 18.) The identified Fish and Wildlife Habitat Area (Type 4 Stream), shall maintain a vegetative buffer setback of 100 feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM) to the proposed strucrures. 19.) An additional setback of five (5) feet is required from the edge of the stream buffer area to the proposed structures. 20.) A permanent physical separation along the boundary of the stream 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. 21.) 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." 22.) VOLUNTARY MEASURES OF COAL &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. 23.) 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. 24.) MANDATORY MEASURES FOR COASTAL 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. 25.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 26.) The applicant is proposing to create or add 20,808 square feet of impervious surface and 44,382 square feet of land disturbing activities. 27.) An Engineered Stormwater Plan dated September 14, 2006 (received December 1, 2006) prepared by 2020 Engineering, Inc. 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. 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. 28.) 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). 29.) The site plan as submitted with the building permit application on December 1, 2006 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 January 30, 2007 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 30.) This approval is for a single family residence consisting of 5 seperate buildings 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. 31.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 32.) Not more than 2 unlicensed vehiclall be stored on any lot unless totally scrod 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 Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an autormobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requriements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 33.) Minimum setback from SR 20 right-of-way shall be 50 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from railroad grade cut slope shall be 15 feet per geotechnical report. Minimum setback from OHWM of Type 5 stream shall be 100 feet plus 5 foot building setback, or 105 feet total. 34.) 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. 35.) 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. 36.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 37.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 38.) The building height is not to exceed 35 feet. 39.) The parcel is designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 40.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 41.) The parcel is served by an individual on-site well. 42.) A shoreline exemption (XMP99-0022) was cancelled on September 13, 1999. A forest practices application (FAP99-0005) was finaled on October 30, 1999. A SPAAD (ZON04-0016)was approved on April 30, 2004 and was finaled on December 1, 2006 upon submittal of the SFR permits. Two septic permits (SEP06-0232 & SEP06-0233) were issued on September 22, 2006. SEP06-0232 is for Drainfield A and SEP06-0233 is for drainfield B. Both are for 600 gpd. 43.) An address of 3135 SR 20, Port Townsend has been assigned to the parcel. SR 20 is a state principal arterial. 44.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPNENT SHALL SUBMIT A WRITTEN LETTER FROM 2020 ENGINEERING, INC. STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "STORMWATER MANAGEMENT TECHNICAL MEMORANDUM" DATED SEPTEMBER 14, 2006 AS SIGNED BY MARK S. BUEHRER, PE OF 2020 ENGINEERING, INC. 45.) A DOT Access Connection Permit (#46251) was approved by DOT on September 5, 2006 and is subject to the terms and provisions of said permit. 46.) Roof drains and any other drainage discharged to a location that will not poseOsk of surface flow over the railroad cut slope. If the home is built above the cut slope, the stormwater should be conveyed via tight line to an infiltration area on the level area of the former railroad grade. Per letter dated January 3, 2007 from Stratum Group, the submitted 2020 Engineered stormwater plan is consistent with recommendations of the Geotech Report dated November 25, 2003. Buildings 1, 2, & 5 and driveway areas will discharge stormwater in a dispersed manner into areas of amended soil and into existing natural swales with existing natural infiltration. Building 4 will discharge stormwater into a rain garden with and subsequently into a dispersion trench and onto an existing gravel road drainage route that will convey water to the base of the slope where it will infiltrate into the ground behind the old railroad grade on the west side of the property. The stormwater plan drawing indicates that Building 3 will direct its stormwater into the rain garden planned between buildings 3 &4. NOTE: GEOTECH RECOMMENDS THAT HALF THE STORMWATER FROM BUILDING 3 BE DIRECTED TOWARDS A DISPERSION TRENCH LOCATED SOUTH OF BUILDING 3 TOWARDS THE EXISTING NATURAL INFILTRATION AREA. v. II III STRATUM GROUP 1451 Grant Street, Bellingham, WA 98225 Phone(360)714-9409 January 3, 2007 Bill Irvine 1980 Cape George Road Port Townsend, WA 98368 Re: Geology Review of Stormwater Plan MLA#: MLA06-00651, Case#: BLD06-00678 Jefferson County, Washington Dear Mr. Irvine: I received a memo from Michele Farfan of Jefferson County Department of Community Development regarding the stormwater plan for the proposed development at Warren Westfall's property. Jefferson County requested that I review the stormwater plan for consistency with my geology evaluation of the property that was completed in November 2003. I have reviewed the stormwater plans for the site prepared by 2020 Engineering and spoke with the Jennifer Ramsey the project manager at 2020 Engineering regarding the stormwater plan. The stormwater plan will disperse stormwater runoff on the site in a manner consistent with the recommendations I made in my November 2003 report. Buildings 1, 2 and 5 and driveway areas will discharge stormwater in a dispersed manner into areas of amended soil and into existing natural swales with existing natural infiltration. Building 4 will discharge stormwater into a raingarden with and subsequently into a dispersion trench and onto an existing gravel road drainage route that will convey water to the base of the slope where it will infiltrate behind into the ground behind the old railroad grade on the west side of the property. The stormwater plan drawing indicates that Building 3 will direct its storm water into the raingarden planned between Buildings 3 and 4. The only change I recommend is that half the stormwater from Building 3 be directed towards a dispersion trench located south of Building 3 towards the existing natural infiltration area. Stratum Group appreciates the opportunity to be of service to you. Should you have any questions regarding our reconnaissance please contact our office at(360) 714-9409. Sincerely yours, - Stratum Group �O+1111lasfjl .�. w�� o,o;� \p—TrtTVntc>C)c.....- i . ---1 —r P t1 Dan McShane, M.Sc., JAN - 8 2001 i...:� L.E.G. � Licensed Engineering Geologist \ e� •• , ;_ v. I 137• ''� tr e ,.h .1 I1EVELOPMENY L._ m LL co: m !!8ga ::6.... ,-....;6u-i-v-1 c) LL LL. 11 II � II JQ(� �O V ~O�/ 161 �\Y Q O O Ou-w d \ � ri w� rn =-o o zoowo 2(1 8 8w2 �QLo / ..gv--: I5I,.pRp� pp�_ O LLrn0�4t � $,..,•• 0 ZLL get ca ZQ� mJLL W—Wd Ofn2LLCCUm W :41 L m m m Z HI . . • i : , � ; - �• . \ \ W ; I ' if . . a:i �. •,�� • •••/ z��. • g�, JAN 8 2007 i �1 i/' r.4 \ Q� mamo I t;?tom j��. `: aP�-j.... ...,...�..r04si? �! - a 'o`io co a W I Y \_.....-:::::, � •y .` ilo <'41 �1'\1ei= •• J�; Ei_�p;SENT j ,�ik, .4 140 ID \ ♦• a Zo \fti,- • mot''v' t-� `i` o \_• . . ./`/. . \1=^a. ( • <L • tp pe.L I , m1f 1 n M \. ,s ,( I v "S ,-,,_,-1,. .„ •._- ,-...:61, i.0 0 - .. sk3 o N ' 11 1\ \ N. ,�� i \ L / c N N \ �' q h CO 4•i N \ \\� - �,/N w NI a \ o N \ z5 Ny4- \ -N., w \- s y s�0 , BUILDER STATEMENT r_ " The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,thk they arQnot licensed contractors and that they will be assu ing the o eneral Contractor for the proposed proje . i Signature: Date: lz(a (,Vim' I GENERAL CONT OR MANUFACTURED HOME INSTALLER: PHONE: ' FAX: ( ) ( ) j MAILING ADDRESS: EMAIL: ,c 4 i 4.0-;.i L tJ f CONTRACTOR'S LICENSE WAINS - NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: .jai`New 0 Wood Existing: 0 Sewer ❑ Addition 0 Steel Proposed: 2 Bank 0 Community System ❑ Alteration/Remodel ® Concrete Total: 2,.., Height: 0 Individual System ❑ Repair j29 Masonry SEP Permit#pd.—232-433 ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: Private well 0 Two Party Ty e o Heat• Proposed: _3 r 0 Public Total: (U`a Name of System: fe4r:� D 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: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 'Underground Tank 0 Above ground Tank Size of Propane Tank: ,lac,0 Heat Stove ❑Cook Stove 0 Woodstove Fireplace Insert lot Water Tank 0 Pellet Stove p 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 Current Proposed For Office Use Only Amount Revision Main Floor Heated �� EH Bld App Review: na 1ta,� l.6`7 to 2 Floor Heated g` S cl �$ � Consistency Review: �\ `� Other Heated / Base fee: c' .0C1t .3 Mezzanine Additional Section: Heated Basement Plan Check fee: i/3 hot,3 0 Unheated Basement State Surcharge fee: ° Other Unheated Pot Water Review fee: , o Garage/Carport SUBTOTAL 3 9 5s. .3 Decks /� n 911/Rd Approach fee: Othe , /' / 1,333 r%%o TOTAL: $ Receipt Number: eicoCash/Check Number:abfiot V � �p ESTIMATED COST(REQUIRED) Date: 6� t `Q 6 .Fair va uc oo'BtHebor and materials foundation to finish l 5/ So Initials: ________) D:\PertnitCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05-2.doc 0 • 4i,' °14 cob, JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT I 1-' t. `4 621 Sheridan Street• Port Townsend • Washington 98368 360/379-4450 • 360/379-4451 Fax 44q ° www.co.jefferson.wa.us/commdevelopment ktiNO Master Permit Application MLA: Q( - (.Q51 Project a cription(include separate sheets as necessary): St''N, t4 -(->r- Bec2 ra5-►ti. 0 I — 03 v A•-ii? / 2O rilc%n Tax Parcel Property Number: f�� t,-, / ( 7 2. c ( Size: (C� • 2 acreiNquare feet) Site Address and/or Directions to Property: 1 '2>7 (4-1 E-A--(LL7AcL-i 7r) U C'- _ SCE l LCA Property Owner(s)of Record: �'� Ti „.) U(S . LS;t°'Cf..L.__ Telephone" C •-3 ',S.-c.x.) =,� Fax: email: tvvr E.`mot:O�V .(.(. c2�, Mailing Address: 04,, t(S�7 �c 'TOWN SE--"i , (,,3 A. ,3 r-3 e-,, Applicant/Agent(if different from owner): W/LL.I A IAA I eN IAl Telephone:7,1-Q S?ri I Ti'-{ Fax: 3'r7 • l4 E t email: lewd('E tom' ,,L 4,`?P1 .LO tom-. Mailing Address: i% , C.Air 2-7,t 27 .Jo':i T & )tom 5C-7v N \.�'' , Ci'6---7,1„ce, What kind of Permit?(Check each box that applies) *Building ❑Variance(Minor, Major or Reasonable Economic Use) Ei Demolition Permit ❑Conditional Use[C(a),C(d),or C]** QGarag Family e Discretionary"D"or Unnamed Use Classification 9e Attached/Detached Special Use(Essential Public Facilities) ❑Manufactured Home [Boundary Line Adjustment U Modular °Short Plat** ❑Commercial* LiBinding Site Plan** Q Change of Use LiLong Plat** ❑Address I Road Approach Li Planned Rural Residential Development(PRRD)/Amendments** R Propane ❑Plat Vacation/Alteration** ['Allowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions** ❑Stormwater Management ❑Shoreline Management Substantial Development** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance ['Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment OForest 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— -- Ae'&�, c (v&.(—Co tY-* . C'2v,,L C It 44 r-"L 3 I DESIGNATION OF AGENT I hereby designate W%L ,,• A At. ((2\i 0.1 rG to act as my agent in matters relating to /Miss a plication for permit(s). OWNER SIGNATURE Date: -I IZO? (o By signing this application for the o er/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. An In rial 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 provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later i specti.ns. Staffs access and right of entry will be assumed unless the applicant inf rms the County in writing at the cti: • a• time of the applicatio at he or • . • r Signature: b \wi Date: �0 the - The action or actions App" -nt ' undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and euld lead o a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act". - •."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 you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferab e si '. d complying withthe.,ESA. The'Applicant has read this dis laime and signs and dates it below. Signature: { �� _- _ Date:C 2(, 0 Q I DES i — i,...-- D:\PemlltCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05-2.doc rVE'.') MENT "/°9 /00<\,°(:) ap.\\ y),„„ Q� O c �� s-r w A � � II o OO �„0 �00 0�P x0�� p w SHELVES a A `r U r� Al 6 40 pt.-a GONT ♦�C�•3m - „.7` 00 III coo Imo' < 8 � " � 00 a • can2R• �� 1 00 xo vl I I vU O ' 111 „�;� 'ram ' r•;rrImmo CP 5-01 r Goo O 33� ` (� \uO � k� 11:1 k I 41 0 Its: ` u \ O ' —i_„8"/ . 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Ti p , zF �— Ko N I r L� P P 4F u V r ® 31,..:;1i ii 1,%g C OXt 85%7�'.5 A1.0. ,14 � NN 131 1 k 3-7 0 ' glanL 0 a 1• 4V € 34' .. -- : 4v- () Al ilg lilli p . 6/8 v _� 5 9 X 7/25 .0. b I I s �_ , lAg 8 ',,cj � 3/0%O5/0 3/0 X/0 I s�: _ 3. o 'R ® F J/7%5/3 M O 3/3 X 5/3 u 0 O sWV 2P b g 4-6 oe.-6. ti 80 -11-11' O1"' T-0' y / 1 DOWN I'0 $ 14, IIIIII o j..) 0 CID P4tka'44*-gfksh44k4 , 51(li o A RE5IDENGE FOR BEDROOM WING RIGHARD BERG f 7,.. 1 N N �ip ( ��� WESTALL/SEORG I A FIRST AND SEGOND ARGHITEGTS,P.G. a W TO15 T T041YLOR 0REET 3135 HIGHWAY 20 PORT 371-80 0 NA 311- 1 FLOOR PLANS (360)319-eO90 Fax 370-024 FORT TOWNSEND,WA 98968 E-mail: ricFarGMchwcbergacNtettstom • I 73 Z1 , r-e T'-'r a•-u' _ , a•-e .. T-T'age AI �C�6��s- t-i _'-7 MN 7'H. 5•-7 MIN 0 0 4) o. ` o 1� -Y Y Y : :Y Y. -:M Y ^Y Y r. • I 9'-7'MIN. b,.., eO a S-]"WN I.GONE.PH.1. .. ONT.P O dd i® 0 o. LI I, ca CART.P • le4. _= a 10 a TR 1 5•-1k 7.4,. 1-a• I 6 6-0. R 4 ® u 414 :'-7"MIN �'� r 7 .T.PYi - 1 7'-1'HRl -� '!'-Y MIN. •_ '"T • .PN GONE.PH. i} - td I-b., r-e TMP. 1„r.i J I. 1.as,L. a s 40 / ''-' / 6`71• / n'�' / a`a' / s 03 / V • / Ir-8}° / 8'-8' / EI- / / 16'4' / / 18,0' , 40 O O rn0fTorOO 71 xi / 9,6' / a 0 40 O O a „.,,I. , 9'iI}' , 7.9 / 9.1I' OO a s}/ a} 9'e' NJ lb / A • r ® y 0 P 0 zT4ON ® -4 Z .5_,%,..7-----_,. _ _ Ty 1. s .i,i. 0\ . Ai Ii1 O fa i - g =a II W fE " - Z ..uI1 . © al : €5, Q P11 40 I x 1 �2 ; Av A Ir o g 11 0 40 ,,, 4 ' R o o A A q GUEST /.;. 1 , GUES I RESIDENCE FOR WING RICHARD BERG N Ki N� HESTALL/C EORG I A FLOOR PLANS $ SECTION ARCHITECTS,P.G. �^ o o91 1/3\ 5155 HIGHWAY 70 PORT TO/37H-S HA 989 68 (360) 79-80q0 Fort 379-8574 PORT TOWNSEND,WA 98365, Elnal: ricFard ri htroberydrhlectaram • r}: • • 6 404 CU LP s rn ni 0'-10' 10-7 I 10-r I 10'-10' z --I 9•-7 N. 9•-2'MIN. Pit 1, GONE.Pu Ic°1 — . __. 0 „ e ■ I • 1 t 1 1I do GONT.PH il:Z o� 1 9-0 ,I, 111 ,i:- , i•-• A .__ :,kv-Th ,..: io \---Ris Inv (j I I P aa limb 0 N 0 1 rn tfl Igo ____L n o T f 1 I I 9 - ?� n z zrzo000 Co ) 6Qo ii 1 \`-1 l —1 JB \ NN/ Z 'IC' _5. I Lim \ _r-III\s:sas=s:s:s:sr.:`' r moor ,I L1_J 1 T . d u o t f ss 1 I _ ' s l ©in rn ; � � O koala i a• i cs g6 Rio _ Rio gioi, i' gibes di€ °i 41 MI oaf "i§ 1 1 Xq X RESIDENCE FOR RICHARD BERG 21 GUEST WING c WESTALL/S EORS I A FLCOR PLANS SECTION ARCHITECTS,P.G. a 119 TAYLOR STREET r i z 5135 HIGHWAY 20 PORT Tom 909GB M0)'379-3090 Fax 319-8024 PORT TOWNSEND,WA 9856H Emnal: richxdancho-cExynchTects COM - --_ - A PRIVATE RES ENGE FOR J I M WESTALL 4 MARY GE0RGA 5155 HIGHWAY 20, PORT TONNSEND, WA g8368 - TAX PARCEL #g011-12001 360-371-1314 (BILL IR\/INE PROJECT MANAGER) PROJECT DATA: NEW PRIVATE RESIDENCE ZONING: RR 1-5 LEGAL DE5CRIPTION: SECTION 11, TOWNSHIP 2g RANGE I H, PARCEL I OF SURVEY (VOLUMN 13/ PAGE 150) THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES: 2003 I.R.G., 2003 H5EG, 2005 VIAO NORTH BUILDING FLOOR AREA FIN15HED HEATED 5PA6E LIVING ROOM/ KITCHEN NINO: 5,024 sq. ft. MEDIA ROOM NING: 1,515 sq. ft. OFFICE NING: 1,444 sq. ft. BEDROOM NING: 1110 sq. ft, GUEST NING: 2,110 sq. ft, TOTAL FINISHED HEATED SPACE: 10,223 sq. ft COVERED PORCHES: 3,000 sq. ft LOT GOVERAGE: LOT: 243,g36 sq. ft. LIVING ROOM/ KITCHEN WING FOOTPRINT: 2,442 sq. ft. MEDIA ROOM WINO FOOTPRINT: 1,155 sq. ft. OFFICE WING FOOTPRINT: 854 sq. ft. BEDROOM NING FOOTPRINT: I,11q sq. ft. GUEST NING FOOTPRINT: 880 sq. ft. TOTAL FOOTPRINT: 1,083 sq. ft. TOTAL COVERED DEGK5: 2,120 sq. ft. TOTAL LOT COVERAGE: 16,286 sq. ft. OR 6.6b% 5/8" DIAM. REBAR HITH PLASTIC SURVEY GAP M,NRKED "NTI BRONN L5 0014" N 4g°11'04" E 5 88°_435 45, ,yv IMPERVIOUS SURFACES: LOT: 243,g36 sq, ft. LIVING ROOM/ KITCHEN WING ROOFPRINT: 2,612 sat ft MEDIA ROOM NING ROOFPRINT: 1,111 sq it. OFFICE NING ROOFPRINT: 162 5Q. Ft. BEDROOM NING ROOFFRINT: 1,260 sq. ft, GUEST NING FOOTPRINT: 1,008 sq. ft. COVERED NA1-KHAY5/DEGK5: 2,120 sq. R. UNCOVERED NALKHAY5: 1,846 sq. ft. PARKING: 1,611 sq. ft. DRIVEWAY: 15,130 sq. ft. TOTAL IMPERVIOUS SURFACES: 25,655 sq. ft. OR 11.,50 CPO c POSED l^IATER MODULE I 10' OR MORE ROM ALL SEPTIC SYSTEM PARTS ADJACENT PROPERTY 12.5 ACRES TAX PARCEL # 901-111-001 S 8804E '54" E _ lgg.g4' 154.18' ----- j �I"� 50H 40 FVC TRANSPG PIPE WITH 1'4' THREADED GAP CLEANa.I7`5 UNDER 6 HDPE �^,)(E5 °VERY 1001 . PARCEL 5.6 ACRES VOL. 13 OF EWVEY: P6. 130 TAX PARCEL # 101 `2-001 I290'- I 57. VS. Ho#•YtT 101 VIOINITY MAP N.T.5. pERmil # BLD JEFFERSON COUNTY DCD �O- 5 NEN vLENDON BIOFIL`jER DRAINFIELDS: 149> MODULE 2 MODULE 3 �2 4 '-11 E 4 /,, 59; !ITIi.ITY MODI': E L�� �� \ -20% -- pl.. �- _ c4 •:tiZZ 5-1 z 51.15, 5/8° DIAM. REBAR M , / N 8W4854" H - 8g4.11' gd.g0' i ----`_-- 5/8" DIAM. R WITH PLASTIC SURVEY PAP MARKED "NTI A RHORD l/5 36825�' 5/8" DIAM. RESAR ITH PIrWl SUE�IL�` \ V TV ;12GAP MARKED ON A I,S�25"- \ � � \ \ ASSUMED ELEV. Cr 2, \ 201X40' HELL, W- \ EXISTING NELL5 \ j / J 3v ADJACENT PROPERTY: ; PARCEL 2 / VOL. 13 OF SURVEYS, P6. 150 j / do Apo 7' err v PoRr TORWO .� . s Tag 3M STATE P4M 20 PORT TOHC6D, M �\ 4 NOF;1 H OUT # f S- 68 p /p C.ON5TRUGTION ACCESS ROUTE FROM UP 5LOPE/51DE SLOPE OF DRAINFIELDS i DEC i J n n,n, 2/OIIOb ISSUE FOR ERMIT -�EFF REV DATE DF( rrRIPT GNAT © RICHARD G.N. INDEX TO DRAWINGS iCC/JLUI INrvKMAIIUN, 51TE PLAN AND INDEX 2. BUILDING LOCATION PLAN 3. SHEAR HALL AND HEADER SCHEDULE, TYPICAL DETAILS 4. TYPGIAL WINDOW AND DOOR DETAILS 5. BUILDING DETAILS 6. BUILDING DETAILS T BUILDING DETAILS 8. LIVING ROOM/KITCHEN WING FIRST FLOOR PLAN 1. LIVING ROOM/KITCHEN NING SECOND FLOOR PLAN 10, LIVING ROOM/KITCHEN HIN6 FOUNDATION PLAN II. LIVING ROOM/KITCHEN NING FRAMING PLAN 12, LIVING ROOM/KITCHEN NING SECTIONS 13. LIVING ROOM/KITCHEN/GUEST NING NORTH 4 SOUTH 14. LIVING ROOM/KITCHEN/GUE5T NING HEST ELEVATIONS 15. LIVING ROOM/KITCHEN/GUE5T NING SOUTH 4 EAST ELEVATIONS 16. MEDIA NING FLOOR PLAN IT MEDIA NING FOUNDATION PLAN 15. MEDIA NING FRAMING PLAN 11. MEDIA NING ELEVATIONS 4 SEGTION 20, OFFICE NING FLOOR PLAN5 4 SECTION 21. OFFICE NING FOUNDATION, FRAMING PLAN 22. OFFICE HIND ELEVATIONS 25. BEDROOM NING FLOOR PLANS 24. BEDROOM HINO FOUNDATION, FRAMING AND SECTION 25. BEDROOM NING ELEVATIONS 26. GUEST HINO FIRST AND SECOND FLOOR PLAN5 21. GUEST RING BASEMENT PLAN AND FOUNDATION PLAN 28. GUEST NING BASEMENT FRAMING PLANS NOTE TO OWNERS GONTRAGTORS AND 5UILDIN6 OFFIGI,4L5: I. THESE PLANS ARE INTENDED TO CONTAIN ALL INFORMATION REQUIRED TO DEMONSTRATE COMPLIANCE WITH APPLICABLE BUILDING AND ZONING GODE5. IN CASE OF ANY INFORMATION THAT APPEARS TO BE LACKING, PLEASE CONTACT THE ARGHITEGT IMMEDIATELY. 2. THESE PLANS CONTAIN THE MAJORITY OF THE INFORMATION REQUIRED TO BUILD THE STRUGTURE SHOWN ON THE PLANS. HONEVER, IT 15 NOT POSS15LE TO ANTIGIPATE EVERY PIECE OF INFORMATION NEEDED FOR CONSTRUCTION. THE ARGHITECTS HAVE MADE A GOOD FAITH EFFORT TO STRIKE A REASONABLE BALANCE BETWEEN PROVISION OF INFORMATION AND C05T OF THE PLAN5. THE PLANS HILL INEVITABLY CONTAIN MINOR 1)I5CREFANGIES AND AREAS LACKING IN SPECIFIC, INFORMATION. DURING THE COURSE OF CONSTRUCTION, AS THESE AREAS EMERGE, THEY HILL REQUIRE ATTENTION AND RESOLUTION. THE BEST RESOLUTION OF 155UE5 OF THIS TYPE 15 M05T OFTEN ACHIEVED THROUGH A JOINT DEGISION MAKING FROGE55 INVOLVING THE ONNER5, ARCHITECT AND GONTRAGTOR(5). STP.UGTURAL OBSERVATION PROGRAM I. THE ENGINEER OR ARCHITECT RESPON51BLE FOR THE 5TRUVURAL OBSERVATION, THE CONTRACTOR AND APPROPRIATE SUBCONTRACTORS SHALL HOLD A PRE-GON5TRUGTION MEETING TO REVEIN THE DETAILS OF THE STRUCTURAL SYSTEM TO BE STRUCTURALLY OBSERVED. 2. THE ARCHITECT OR ENGINEER DOING THE STRUCTURAL OBSERVATION SHALL SUBMIT REPORTS TO BOTH THE COUNTY OF JEFFER50N AND THE STRUCTURAL DE51ON ENGINEER. EXGERPT5 FROM TABLE 1104.4 REQUIRED VERIFIGATION AND IN5PEGTION OF CONCRETE CON5TURCTION VERIFICATION AND IN5PECTION CONTINUOUS PERIODIC 4. VERIFYING USE OF REQUIRED _ X DESIGN MIX 5. AT THE TIME FRESH CONCRETE 15 SAMPLED X - TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. b. INSPECTION OF CONCRETE X _ PLACEMENT FOR PROPER APPLICATION TEGHNIQUES. 1. INSPECTION FOR MAINTENANCE OF _ X SPECIFIED (CURING TEMPERATURE AND TEGHNIOUE5. DRAWN BY: DFK DATE: 12/01/06 SCALE: I" = 50'-0" E 0 V y of �s gg nv 0- N 6, ,p dl lZ LU t0 tr 0 L� to Il-\ u K LL V \l ILI � tJ lK O o < o a c (n [Y Q o t`J �I r= o_ � m O II III "! u O Q IL w w \ � U � w Q IT) A =z Q) � II « to O II_ o �If IJ II III LH SHEET: OF 2 5HEET5