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Home My WebLink AboutBLD2013-00015 BUILDING PERMIT APPLI ION MLA13-00010 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00015 Received Date: 1/15/2013 SITE ADDRESS: 140 BEACH DR NORDLAND, 98358 OWNER: JO ANN JACKSON PHONE: 206-412-6173 2354 MINOR AVE E APT C SEATTLE WA 98102-3605 FULLER'S ACRES SUBDIVISION: Block: Lot: 3+ PARCEL NUMBER: 952200003 Section: 8 Township: 29 N Range: 01 E CONTRACTOR: CAMPBELL CONSTRUCTION LLC PHONE: 385-1655 120 CURTISS ST PORT HADLOCK WA 98339 Contractor's License CAMPBCL960JN Expires 8/29/2013 REPRESENTATIVE: CAMPBELL CONSTRUCTION LLC PHONE: 360-385-1655 120 CURTIS ST PORT HADLOCK WA 98339 PROJECT DESCRIPTIOP DETACHED GARAGE W/ATT CARPORT - UNHTD, NO PLMB TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 36,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: GARAGE: 576 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: 0 ---U Prop: 0 Prop: 0 Total: 0 Total: 0 Routing Date: M Type Amount Paid By: Date: Receipt: Approved/Date Permit $502.35 LYK 01/15/13 139904 APPROVED Plan Check $326.53 LYK 01/15/13 139904 State Building Code $4.50 LYK 01/15/13 139904 MAR 13 2013 Total: $833.38 Jefferson County DCD %I+iricmar4\ri.+.\fnrmc\F RI fl Ann Pid rn+ 1/1 F/9M Z • CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 Carl Smith, Director/Building Official PERMIT#: BLD13-00015 APPLICANT: JO ANN JACKSON PHONE: 206-412-6173 2354 MINOR AVE E APT C SEATTLE WA 98102-3605 SITE ADDRESS: 140 BEACH DR Issue Date: 08/21/2013 NORDLAND, 98358 Final Date: SUBDIVISION: 9522 Block: Lot: 3+ PARCEL NUMBER: 952200003 Section: 8 Township: 29 N Range: 1E PROJECT DESCRIPTION: DETACHED GARAGE W/ATT CARPORT - UNHTD, NO PLMB in conjunction with a shoreline exemption pemrit(SDP13-00004) THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS SPECTION AND RECEIVED FINAL SIGN OFF ON \\tidemark\data\forms\F_BLD_Occupancy.rpt 8/13/2014 i I r ' I NI& S i j5 ( , : 1 . . t 1 it,.. 4141 r4elr , a 'a::,,., -11:if;: w < . i 1'1) , 401 , 40: '''' 40: ! 1 et 0 . • 4: fir, 0.1401 e t* Vim k .4 v.".t.. S_Y'Pit'r 4 t•i 44 4- ?•t NA la i'k a 0 , , „... - .. ,. i „_ ,.........„. ., 9 .... „ tip- ,, . . i Net f f V . ',II-J.1-044g, -- ...' ' t' -- i ' -i t 4 ft. 5 1V i '4 p 1 1 ,,- '(-s yen DO 101"5 f x t 1 Kirk Boike ARCHITECTS LLC•4601 Mason Street • Port Townsend WA 98368 • 360 385 6140 architect@surfbest.net 2012 The calculations herein comply with the requirements of the 2009 IBC (international Building Code), IRC (International Residential Code),WFCM(Wood Frame Construction Manual),AISI(American Iron and Steel Institute), COFS/PM(cold-Formed Steel Framing-Prescriptive Method for one and two family dwellings). Prescriptive nailing,construction methods and techniques shall apply unless otherwise noted and detailed. Seismic zone: Dl; (see design for additional parameters) Snow load: 30psf Floor load: 50psf(10DL+4OLL) Roof load: 40psf(10DL+3OLL) Exterior deck load: 65psf(DL+LL) Living roof load: 125psf(where applicable) I C fi V DL(hay storage, if applic.): 125psf Wind speed: 100mph, exposure`B" Wind loading: 24psf 1 t! I 5 2C13 Weathering probability: Moderate Frost line depth: 18" 1 Termite infestation prob.: Slight to Moderate ( JEFFERSON COUNT! Decay probability: Slight to Moderate --. DEPT.OF COMMUNITY DEVELOPMENT Winter design Temp.: 20 degrees F Concrete strength: 2400psi U.O.N. Concrete weight: 145#/cu.ft. Soil weight: 100#/cu.ft. Wood: P.T.Hem-Fir Sole plate. D.Fir#2 all structural members(except studs)U.O.N. fv>_ 2400psi U.O.N. GLB`s: 1800psi Shear-wall: 15/32"min. sheathing U.O.N.; 8d nails U.O.N.;double 2x6 sole plate at loads at or above 300#/11;double studs at panel nailing 2"o.c. ;solid 2x blocking at horizontal panel edges where 2"edge nailing is required. Concrete: Concrete retaining walls shall not be backfilled prior to a 28 day cure, typical retaining walls shall not be backfilled without floor&floor- framing completed and anchored to concrete per specification: Concrete shall not be poured at temperatures below 40deg.F. Max.A.B.spacing: 16"o.c. u.o.n.Backfill material shall consist of course free-drain and dry material with drain tile for moisture removal only. Clayey sands, poorly graded sand-clay mixes, inorganic silts and clayey silts, inorganic clays of low to medium plasticity, organic silts and silt clays,low plasticity, inorganic clayey silts, elastic silts,inorganic clays of high plasticity, organic clays and silty clays and sand-silt clay, SHALL NOT be used as backfill material. Inform architect of special conditions when R.W.is to be over 9' high,30'in length, or when sir charges may occur or exist. Air density: 1.0 Soil bearing: 1500psf vertically; 100psf/ft(bearing), 130psf(sliding)laterally Calculator: Hewlett Packard 12c with RPN data entry Sincerely, Kirk Boike,Architect _ #6528 expires: 30 April 2014 mitK�4UIICCiArc .1711 C\.1.)LLI• ♦'+uw.Iviaat/!I.n lir r VI Mil/VI/QUI Mu Vrr-t..v.rw Nj, vv....'.,.. .....••• architect @surfbestnet , THE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE,AND SHALL REMAIN,THE PROPERTY OF KIRK BOIKE, ARCHITECT. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ETC,PERTAINING TO THE WORK BEFORE PROCEEDING. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR THE CONTRACTOR SHALL ACCEPT RILL RESPONSIBILITY FOR COST TO RECTIFY SAME. S .?L c Y 6 L A! ': =C,''. 3 U!Z1 S --- -_" -°a-'rT - j .c._-" .-7e7-;`L _'='" ' -..1•`a C_, T' "' 1 , _ I 1 \ 0 ii ( i - * - \ I 1 fi I r ► 1i,63:-1-. n / \(I) i-1 I.- v I '' / E 1- it z : 111, _ I t1-- Y f � � t 2 I 1 rt. _ ate •..� 1 y2, )'s t N t( p p 4 - c �S[ 7, 1' t ;i``ATE '.�f.-. .. Z t` � �'"^{ , 1+` !moo v n r -;- ?' cx ; c c -r c - , 'L ‘....1‘....1 1-;OUS- - 4 If . ,..„--r AF-41,3 5 ,/:--- il z_E2 t ism) l VI i -t— F rJ• , M_ ' -- c`_{4 Y?0t ' -1:71-,71_1f,-,) ,.r'`-''.i°'i, I L( _c P! 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'r-----4------ipti. - , -1-- I \ , .f I, f IA V • ( I -c. ‘ I. • • ..," I At' ,—• )•,-‘,7. ........ - •7- ,. f,,,...... •_. ........_., ...... ..........i ......- ._ . i46 "". ‘,.. i ‘ I 1 1 r C ' ' Ni4(1 . \ • ,' .1k-be - , f Sw" (5'145' LLP 3 ) , r , i . r-' := -1'- j I t .._. .: .) , '• 1 i :-- 1-1'-' - ', 10 — i i Lo i 1 1 I. , 7 N) i i I iZe,•:,.;04c...,./F.- --,i i i 1 I I- \'J' 1 • I___ __ _ __L r , • N 1 f i ,' c. . ,._.. ---/- - -,S' ■'..1-I, , ,__ __ -_, .• NI i -1 ) i , JI 1' 1 „( _ 5,--:,;11C-- I N--- 1 L___ — "---- ,_ • II— — — -r- -- -- .---- 1 • in I 1 i. I - 1 \ \ ? / VI' 1 19' .1, 1 &''- 15' \ \ I )41 -- - — - -- - - —- - - - ' 1, i J ( t) 1 i f It 30 u> I .\• \', • CD ei i . --r.- 1 a) a) i i sr i -.......!....! 0 If 'i FOP or iraer:I' I 41, • 1-2.,a 47- ,12 ' k \ "`A, / s 1 z . -& ....1 -1zl...*, NJ RECEIVED ..a;rt rill FL'. r-F..--: (-. Fr7, -\.[,,ii f•-'.:; i;' ", ■1111 . 11, • ! I i Kti 0 1 I Vtkit:'iik, o. c . ,, ■ di ' . ', JticfEll N CiliNri liCO ),1 i lc . -- ..__ ...._._ N 711•1!!" - P lz..-r's-r 14 r--I E: (k.16(', 0 1-4 A''''d ----...._......... Qfus:+<•._ .Bf' o , AlmR-E6-4) - ■zt o v,--)64.\ „4-.k -D,F,,k,,,,/& 7/N.F.ce,t, l'-. c')62,-2_0 0 4,2o?i JO jA(.",,--- K601--..1 ----.------ . 1 S ! IIcof Downgo it House /„ Catch Basin Drain) c# flow Ro Dcwrepott 0 [CRY WELL 481rr h I Hole Filled with PLAN VIEW ti/ -1'Washed Gain Rod( S ot R oaf f Do' Mark Center of Hole Witt #" ed PVC HO or Other s Al iii, Sri ash Block T.#F:X� Flush ith S q 4 r E r tea.. - _ /MMM�IYIt! id,..„...2......,1,,,, ,:,..„...,s'�°¥ i#" �'t°rl . flow i.. * ; '. ,�1 '� Fine Messh Screen 4u clA �T�.:Z;t �dl. 1�rg,t7&'"i4ll:if; PVC Pire ,.I°_. Pct s 4+ `,.*m " Catch Basin Z (*d Dry) 48Inch Diameter : 4'�. sides ,:: Hole Filled w q Lined with ,,,!..:'; ii/'a- Washed Fitter r Febric Drain Rock i 5 min. , v,E �l m i'above Seasonal DRY WELL High Cr water Table SECTION tffs Figure 3.1.4-Typical Downspout Infiltration Drywell Source: King County Volume III-Hydrologic Analysis and Flow Control BMPs—August 2012 3-9 O • Setbacks Local governments may require specific setbacks in sites with slopes over 40%,land slide areas,open water features, springs,wells, and septic tank drain fields. Adequate room for maintenance access and equipment should also be considered. Examples of setbacks commonly used include the following: 1. All infiltration systems should be at least 10 feet from any structure, property line,or sensitive area(except slopes over 40%). 2. All infiltration systems must be at least 50 feet from the top of any slope over 40%. This setback may be reduced to 15 feet based on a geotechnical evaluation,but in no instances may it be less than the buffer width. 3. For sites with septic systems,infiltration systems must be downgradient of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-10 • BMP C105: Stabilized Construction Entrance I Exit Purpose Stabilized Construction entrances are established to reduce the amount of sediment transported onto paved roads by vehicles or equipment. This is done by constructing a stabilized pad of quarry spalls at entrances and exits for construction sites. Conditions of Use Construction entrances shall be stabilized wherever traffic will be entering or leaving a construction site if paved roads or other paved areas are within 1,000 feet of the site. For residential construction provide stabilized construction entrances for each residence,rather than only at the main subdivision entrance. Stabilized surfaces shall be of sufficient length/width to provide vehicle access/parking,based on lot size/configuration. On large commercial,highway, and road projects, the designer should include enough extra materials in the contract to allow for additional stabilized entrances not shown in the initial Construction SWPPP. It is difficult to determine exactly where access to these projects will take place; additional materials will enable the contractor to install them where needed. Design and See Figure 4.1.1 for details.Note: the 100' minimum length of the Installation entrance shall be reduced to the maximum practicable size when the size Specifications or configuration of the site does not allow the full length(100'). Construct stabilized construction entrances with a 12-inch thick pad of 4- inch to 8-inch quarry spalls, a 4-inch course of asphalt treated base (ATB), or use existing pavement. Do not use crushed concrete, cement, or calcium chloride for construction entrance stabilization because these products raise pH levels in stormwater and concrete discharge to surface waters of the State is prohibited. A separation geotextile shall be placed under the spalls to prevent fine sediment from pumping up into the rock pad. The geotextile shall meet the following standards: Grab Tensile Strength(ASTM D4751) 200 psi min. Grab Tensile Elongation(ASTM 30%max. D4632) Mullen Burst Strength(ASTM 400 psi min. D3786-80a) AOS (ASTM D4751) 20-45 (U.S. standard sieve size) . Consider early installation of the first lift of asphalt in areas that will paved; this can be used as a stabilized entrance. Also consider the installation of excess concrete as a stabilized entrance. During large concrete pours, excess concrete is often available for this purpose. Volume II—Construction Stormwater Pollution Prevention-August 2012 4-7 .,y • • • Fencing (see BMP 0.103) shall be installed as necessary to restrict traffic to the construction entrance. • •- .Whenever possible,the entrance shall be constructed on a firm, compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. • Construction entrances should avoid crossing existing sidewalks and back of walk drains if at all possible. If a construction entrance must Cross a sidewalk or back of walk drain,the full length of the sidewalk and back of walk drain must be covered and protected from sediment leaving the site. Maintenance Quarry spalls shall be added if the pad is no longer in accordance with Standards the specifications. • If the entrance is not preventing sediment from being tracked onto pavement,then alternative measures to keep the streets free of sediment shall be used. This may include replacement/cleaning of the existing quarry spalls, street sweeping, an increase in the dimensions of the entrance, or the installation of a wheel wash. • Any sediment that is tracked onto pavement shall be removed by shoveling or street sweeping. The sediment collected by sweeping shall be removed or stabilized on site. The pavement shall not be cleaned by washing down the street, except when high efficiency sweeping is ineffective and there is a threat to public safety. If it is necessary to wash the streets,the construction of a small sump to contain the wash water shall be considered. The sediment would then be washed into the sump where it can be controlled. • Perform street sweeping by hand or with a high efficiency sweeper. Do not use a non-high efficiency mechanical sweeper because this creates dust and throws soils into storm systems or conveyance ditches. • Any quarry spalls that are loosened from the pad,which end up on the roadway shall be removed immediately. • If vehicles are entering or exiting the site at points other than the construction entrance(s), fencing(see BMP 0103) shall be installed to control traffic. • Upon project completion and site stabilization, all construction accesses intended as permanent access for maintenance shall be permanently stabilized. Volume II—Construction Stormwater Pollution Prevention -August 2012 4-8 • • Driveway shall meet the requirements of the permitting agency It is recommended that the entrance be crowned so that I runoff drains off the pad 8 .0. 4 6 4''''',."-• ''*%*,,,,,N:,,71.„itit Install driveway culvert if thereait ` is a roadside ditch present \ r 7'1$ 4'-8"quarry spalls A ` --e '-.11•:4;,644',1,'"'. °°m'- Geotextile �-�«_--�-- � p,• 12"min.thickness Provide full width of ingress/egress area Figure 4.1.1 —Stabilized Construction Entrance Approved as Ecology has approved products as able to meet the requirements of BMP Equivalent C105. The products did not pass through the Technology Assessment Protocol—Ecology(TAPE)process. Local jurisdictions may choose not to accept this product approved as equivalent, or may require additional testing prior to consideration for local use. The products are available for review on Ecology's website at http://www.ecy.wa.gov/pro gramslw q/sormwater/newtechiequivalent.html Volume II—Construction Stormwater Pollution Prevention -August 2012 4-9 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00015 Received Date: 1/15/2013 SITE ADDRESS: 140 BEACH DR Issue Date 3/13/2013 NORDLAND, 98358 Expiration Date 3/13/2014 OWNER: JO ANN JACKSON PHONE: 206-412-6173 2354 MINOR AVE E APT C SEATTLE WA 98102-3605 FULLER'S ACRES SUBDIVISION: Block: Lot: 3+ PARCEL NUMBER: 952200003 Section: 8 Township: 29 N Range: 01 E CONTRACTOR: CAMPBELL CONSTRUCTION LLC PHONE: 385-1655 120 CURTISS ST PORT HADLOCK WA 98339 Contractor's License CAMPBCL960JN Expires 8/29/2013 PROJECT DESCRIPTION: DETACHED GARAGE W/ATT CARPORT - UNHTD, NO PLMB in conjunction with a shoreline exemption pemrit(SDP13-00004) TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 36,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 576 SHORELINE: CONST TYPE: DECK: SETBACK: 85 BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $502.35 LYK 01/15/13 139905 Exist: 0 Exist: 0 Plan Check $326.53 LYK 01/15/13 139905 Prop: 0 Prop: 0 State Building Code $4.50 LYK 01/15/13 139905 Total: 0 Total: 0 Total: $833.38 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. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY- THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED l S . sox c. O6 JEFFERSON COUNTY h 9 ' wDEPARTMENT OF COMMUNITY DEVELOPMENT• 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 - 360/379-4451 Fax ' �p� www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: 15--(0 Project Description(in• ••e separate sh--ts as necessary): AO t&. .i ' I_ AC_ , / l. , kt1 _IL r 1 Tax Parcel Number: 16 ' 0000. "-7 Property Size: ` iR3 (acre quare feet) Site Address and/or Directions to Property: � 14-o 81"A\-- P ri ' Iv, 3 ,,,e_ C, i Property Owner(s)of Record: ..d 4,, 2 Ai Telephone: '2O Fax: email: Mailing Address: ?j4' rletieNkr. P1ie._ e., c., ce41k `WA Cigin --. Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: wkind of Permit?(Check each box that applies ❑Lot or Road Segregation ilding ❑Critical Areas Stewardship Plan ❑ Demolition Permit O Varian ar< <• �;• V6 «-eL ❑Single Family Garage Attached, Detached ❑Condit• . �. " �,T7 ❑ Manufactured Home _ .❑ Modular • - - ❑ Discre i(, , ® ti,. - ■ F!:"Tr-:-- -: 11-: ❑ Commercial* ❑Special , + ssential Public Facilities) ❑ Change of Use ❑Bounds t + Adjl,tstKner t 5 2013 ❑ Address ❑Road Approach ❑Short PIT U t�IV ❑Home Business ❑Cottage Industry ❑Binding ittPlan** __/ ❑Propane ❑Long Plat** I ❑Sign - ❑ Planned Rural Ream nntt(PRRD)/Amentlments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat V ITY DE u ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: lIl Off D SI.NATION OF AGENT I hereby designate Vii►. '� t► ' _I,,.. ''f to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE lid.i ./ :.tea '.�I Date: r/�J�� By signing this application form,the owner/agent att-sts that the information provided herein,and in any attachments,is true and correct to the best of his,her or its 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. 1 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. 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 inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the apps,%; ion hat he or .he wan s pri• notice. l ignature: ..�Gl ,i , .vrtt _t Date: t1 L P-013 f 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 i ou are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-trans-:ble 4-sponsibis for adhering to�nd complying with the ESA. The Applicant has read this di im and signs and dates it below. %ignature: .. g , Date: T " 111 , _. • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: E ERAL CONTRACTOR rAC7a_STPAr NUFACTURED HOME INSTALLER: PHONE: FAX: Jet h ( ) "9 5-1.665 (3 0) 314 -86 MAILING A RESS: i/Jo (-. �j �C JF 14d LK EMAIL: CONTRACTOR'S LICENSE t /� 1 { WAINS NUMBER: , M?73C,1„_,- 9 (_3 N NUMBER ARCHITECT/ENGINEER: L aA,tf-I�t -, 4- PHONE (3k)3D5' u+2._FAX:( ) MAILING ADDRESS: EMAIL Prpject Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: i..(New ❑ Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System o Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System ❑ Repair ❑ Masonry SEP Permit# Bedrooms: Water Supply: ❑ Demolition ❑ Other: Be pp Y' Existing: Setback: ❑ Private well ❑ Two Party Teat: Proposed: 0 Public Total: Name of System: Ul� 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)-mCurrent Proposed ,.L IBC-O Ipancy:. -z _ IFIC owns c Lion:---- -__ . 1_. Will wyou have Fo Service -X-es /.No If this is a Pro•ane Tank and/or A••liance Installation •ermi mark all items below that a••1 : 1 Underground Tank 1 Above ground Tank Size of Propane Tank: 1 Heat Stove 1 Cook Stove 1 Woodstove 1 Fireplace Insert 1 Hot Water Tank I 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 Current Proposed ,r Office U :-: ir114y: ' Amount. ,Revisi Main Floor Heated EH Bid App Review: a„e,. 2"d Floor Heated ' ` Consistency Review: Other Heated Base fee: .Z Mezzanine Additional Section: Heated Basement Plan Check fee: 5 Unheated Basement State Surcharge fee: 5b Other Unheated Pot Water Review fee: R_ _b 4 arage/Carport 517 SUBTOTAL 01 ( 1 . Decks 911/Rd Approach fee: (S Other e • i , • - Receipt Number: 5q ell Cash/Check Number: ESTIMATED COST(REQUIRED) Date: ` .Fair market value of all labor and materials foundation to finish 1-13-i ,51,0 0190e- Initials: >- • • C Nt H O 0 O 0. LL N _0 Z LL • O H O N � Lf7 O •• •• Co � CC v- N — N CO O -ci — co co O O L a -0 M O 'O +-, CO X 4 C U 0 0 H n/ W O C1 1\ a--, "C7 H O O LLJ -- O t L L F- S r---- Q _to U U U H Z O C/3 C> J a Cl X F- F- O O Co co CD co Cn O U cs: -CI 1.17 W C O 3 O 3 F- CO \ O U CO O CID J U C3 Cr) 'o z F- I C g � I--I 0- CV -- 3 Q O 3 >- CV •- f- CO 3 CO W OO -0 Cc CO LLJ CO CD c w d- CA 7C Z J LU Z CU w CL CO W CC Z CO CC O 3 O O CC I- Q CC 0 CO CC Q -• CC .- U DC .• C] Y 3" CO CL CV CC J O CC • U I:= CT F- -3 F- CC O o J CV Cf] w -7 Z X GL - ad I- H W U w 'O CC Z 7C w Z M J CC U W Cr) O H 0) J Z F- J U] CO CL CC Cl- F- O J F- Y Cn CO CO CC CD O O U O Cl O O Cr) W CD LL J CC +I '\ U -7 N Cf3 CO - +-I O Cr) O C/3 3 O O O f` O CV O N Y N U Lf3 CC CO 0) Ni- O Cr) O ...... O .- O O O O "O L � O f` U CD CV •• CL a # C O Y CD •• L a L U Y C — CD O -h, CD CC CD CD D11 CO -- O t CD C) CO CD 'O > CO C) L L 0- - O CO 0- L C) CO X 4-1 U O X 0 CA CL W - -- CO 0 F- F- X 4- F- CO CO 4- * * F- CC • 0 Ei0f : folvv61- -ro e,aaevi r w/avl op_ a' Rte: Gkicroa=-r Too- Op-nor-15— • to-o.• 14-0'• --.4-" D. 5rE4.1, PO6r5 6UoWtJ 1-0 7- • V156055 4,4-* op'- 6•><6 Woo9 P05r of-not-4 , . • I�V 10°9' O.�f.AooR U • • _ .:.._..__.. ' IV �,P. 416GL Po6rs \ GGT____—— AA'' I, YYf. NOS.: , •.:am 0 46 R6C&ARM„dG • li. Curt P 2 -'A r+D GARPo R4r Po®r5 0 ' l;3X",� y'6j1,y 3/"M14.Co1JG 51.Ae, I .. ,. .MA P .J 1RE-0,O 6ovrAro,, - i SeaiN ,• W/6.".A G' Pio Wv1M s R w'/1:704(471Q-G-12-',h,417 I f oMPGr69 Pm. APPi°JAV S`r 6N61,,,, s 1 ° $U it.DI+JG OFF-14.1 A.L -D 1 r T O I .._ _. ._.. 111 1. GR.R.PDF--r ir. bftRA&e:- ... ..1 L ; ; L , nO 6 N �1 F1 10 wrwNt ., , _ _.. : -� •I`w/(;)°.*4s G:� e�.tv��reR6D -rR.usscs ' • • ,i 11 I 21-'O . 0• 1 v °� I°� N N N 41111111.114 . 4 4,:K4'Xo • T,,ifrfikc-Nei, 6AF_Ave, 17.1k,..t y'.,' 0EDVc ►1�ID1111111111111 • . I:;, JAN 1 5 -N13 I i.. . ME , / l.1 . _J . .5-r'ELEVArIo 4 1 IJoRr1t E1-+;varwN y.I. JJ Ys=' • JEFFERSON COUNTY ---_ _- _ — ---- PEPT.OF COMMUNITY DES/ECOPMENT ■ --- I .o ill 1-- WE4r Et.6vnT,oa %:1 JCau.f,-t ELa:vair?O4 A.I. bLO LO 12 v w� ..Nw-d N YOB OF TOP PLATE wt".J I VOA..t` 0 JAtGk60,..4 . . 1l�d�. p,,oi� ° ;0 F: Contractors or Tradespeopliiinter Friendly Page • Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with L£tl to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name CAMPBELL CONSTRUCTION LLC UBI No. 602288244 Phone 3603851655 Status Active Address 120 Curtis St License No. CAMPBCL960JN Suite/Apt. License Type Construction Contractor City Port Hadtock Effective Date 4/15/2004 State WA Expiration Date 3/14/2014 Zip 98339 Suspend Date County Jefferson Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status CAMPBC"111LRCAMPBELL Construction General Unused 6/19/1989 5/1/2004 Archived CONSTRUCTION Contractor CAMPBC*216LH CAMPBELL Construction General Unused 6/8/1979 4/9/1989 Archived CONSTRUCTION Contractor Business Owner Information Name Role Effective Date Expiration Date CAMPBELL, LLOYD R Partner/Member 04/15/2004 CAMPBELL, LYNNE M Partner/Member 04/15/2004 CAMPBELL,JOE Partner/Member 04/15/2004 04/11/2012 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 CBIC SG0827 04/09/2005 Until Cancelled $12,000.0004/13/2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date Berkshire 9 Hathaway WAC460389 04/10/2012 04/10/2013 $1,000,000.00 04/05/2012 Insurance C 8 Cornhusker WAC460389 04/10/2009 04/10/2012 $1,000,000.0004/11/2011 7 CORNHUSKER WAC460389 04/09/2008 04/09/2009 $1,000,000.00 04/15/2008 CAS CO 6 CBIC C11SG0827 04/09/2007 04/09/2008 $1,000,000.00 03/30/2007 WESTERN 5 COMMUNITY INS 88793502 09/08/2006 09/08/2007 $500,000.00 09/07/2006 CO WESTERN 4 COMMUNITY INS 88793502 09/08/2006 09/08/2007 $1,000,000.0009/06/2006 CO 3 CBIC C11SG0827 04/09/2006 04/09/2007 $500,000.0003/30/2006 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 1/15/2013 1 � ) Mon. Tues. Tour_ --Fri. Date ig'. 1 time received; am / m - 2 I o Date: - BL:D: Contact Name: OWNER: I .0 - I t, y. i. L� - Contact Number 360 ADDRESS: V� (fO(0 @ 20.6 - Notes: - . .M Foundation Plumbin -Framin g " - Propane Tank _—echcal T Under round _ Furnace Setbacks Under-ground Al seag Above ground o Gas — Footing Rough in Oil Fiydronic Exterior shear Exterior lines Stemwall Interior shear Interior lines — Ducts Straps Ventilation Appliance • Post Hole Underfloor Gas/wood stove Man-Homes - . Final Inspection " Insulation i Setbacks ' Foundation • Address Posted Block&T�e floor wall ceiling. . _ - - • ....4..,.. ,r,t1S;Ve45.... ....,:,,,,S$7...1 • . . . ..-4,*,14...4... • • 1,..u.e.v,m403,4 • . . • - - '',`' ,.•°,'t••tt,M..„--- - I . _ . • - . Z"----%°' - _ - -- . - - . . testi - . Date time received 3.../e" am 1 pm Mon Tues Thur. -Fri Date: BLD: WNER Contact Nam& ___—_ • • .. O : . • - , , ic-f-6 . Contact Number.360 50 /%064 ADDRESS: , - , • • 2.0•6 t-i- . • - ..: i . .... Notes: . — • _ • . - - • ._ - • ' - , . Propane Tank- Mechanical Plur____jal____23.117 - Framing Foundation ----- Under-ground_ Framing ----Y6.4. Under ground Furnace _ Gas SetbaGks — Air seal Above ground - — Oil Rough in ---- Footing _ Exterior shear Exterior lines — Hydronic Ducts 1..— Stemwall _ Interior shear Interior lines . traps — Ventilation Appliance Gas/wood stove Post Hole _______ Underfloor . • Man-Homes Final inspection____ -•;',i . • Insulation . 4:. Setbacks _ -.-,..' Foundation.______ - floor wall ceiling Address Posted ceiling. . I . . 1 0 • • . . . paisod ssaippy • Bu!llao Hem Joou a4j)8 10,0!9 P .::-4.• • • - - ..uollepuno3 u6i3adsui leuld - uoneinsui . Soils • - sai.uoR-uew anois poi:wise° .mou_repun aouenddv - uogemuaA . 1°H lsod spna • sauti.mualui nays Jouam sdailS HO saull_161.1apC3 JEGLIS Joualx3 o!uwp.AH ...,./N• nemutals punw6 anoqv lEaS-11V up45no):1 6urpoj . aoewnj • punoiBiapun Butweij punoifi-Japun — sVecoas . . . leopeipaiN . Auei auedoJd - - ,Buit.up_id _ Buiquinid, * -*•' uonapunoj . . . . - . . . . . . . . . ..... + - . ? -,:::'.::. q 9 0:'C2 A Q .,-. 09* c-.1acitunN loewoo . ' -v(]-v(] 1779- V0 -9,N9 i :SS3alei -:atut N pequo9 - . - - UN-MO - . . . i • . . I - - .q,--2-■• :alea- - . :C119 . . . • lid- ".1n4i M -5anj. -uoyi / WE . . . - . . ...„,„--,-4:-..„...s...-..„.,:::_......,t_,...:. • - 3-..t isf:'''' 9.'t",-Vjrr.'xfj.e..1 . • • ' "teatftlfsVA.,.........?„•:D. . - . • - _....::::::::......,...4-1ce.a*........4.:. . . . .P.,4,....,,e,-", • • • s\_,A....la .---WA) " '...V..,Wi,....r.-^- S . .. . (:).__•,'2 \--s. '-1 °* ' \ • . • - . .. . . _.. • • . pa}sod ssa.ippw 6uglao IIeM _loot} a-1'� Iq— �_ :uoilepunod s;• s>peglaS ' uojoadsui leuld uol}elnsul - Sa.t.1 1e1/1 anols:pooM/se9 JooUtapun - aoueliddV uoi}eli}uan • 010H isod spna — sau.laoua}ul nays.101_191111 _ sdailS li0 sauwj.toua}x3 nays Jouaixd — a[uOJPJH ileMUtalS se .— pun-w6 anogy • leas-Ily — ul y6no) 6ugood . aoewnd •— punw6Japun 6uiwad .punot6-aapufl seglaS • leotueyoaw • *iel auedoid . - ,EulweJ d _ bu.lgwnld. uol}epunod' • . meal~{Ci2T . sa}oN •f 90Z . 09£sagwnN}de}uoO 7/4' rrJ tygg -(7/7/ .SST-3OUV 55 9/A3 C 1907 (or ••aweN}oe}uoO • - V • 4' - E1 : 39■1AO • •ud-- •in91 =pa ' - an j. -uoW - Old – Q'$' panlaoaa awi}- E7 awa P Y�o�y uC •u✓�-qy s'�s IA am`^' •- - - . • ,-.......- -. , . .• - . , • • :,_•.::.,..7,....,,,,.., . . . 1,....,...-..„..-,.. . . .:. ,......._........„..1„..w..„........... - - . . • . . _ . . ti, ...., . . . 2 - • - .„, Date .'time received ---)IM am. / 7 - Mon. TueS. ,t‘-c-.0.-ii Thur. -Fri. - • • MI): , . Date: 4--oli, .• . OWNER: A . . Contact Name L : . ' tk_.. OA___.. ADDRESS: • •.- Contact Number.30 30 C • - • - , 206 _ . 4 • Notes: -.i. e - - . . . . . • Foundation Plumbing - Framing __--- . Propane Tank Mechanical '. Setbacks Under-ground Framing Underground Furnace Footing Rough in Air seal Above ground • Gas Stemwall h i t Hydronic Exterior shear Exterior lines Oil Straps • _____ Interior shear Interior lines • Ducts f— Post Hole . Ventilation Appliance• I., Underfloor _ Gas/wood stove Man-Homes . - - Setbacks • Insulation. Final Inspection ., Foundation . -'•.: ,:•? Block&lie floor wall ceiling. . --3• Address Posred i •, • i}:._ • Date 170 0 time received 1/t9 ,7 am / Mon. Tues. .Wed; J-Fri. BLDI 3 - / 41. Date: 7 // - OWNER: Contact Nemec // • ADDRESS: /%O c4,L ()/2 Contact Number.360 ✓5!" l�✓S.S- t `1c Notes: -2gtz `/®°� :# Foundation Plumbing • Framing Propane Tank Mechanical • Setbacks , Under-ground Framing Under ground Furnace _ Footing Rough in Air seal Above ground _ Gas Stemwali Hydronic w Exterior shear Exterior lines Oil �' Straps Interior shear Interior lines Ducts . Post Hole Ventilation i Appliance Underfloor Gaslwood stove Man-Homes . Setbacks ' Insulation. Final lns ec,ion >1 • Foundation_ p . ;_ Block&Tie 4' floor wall ceiling. . Address Posted M. aP''",yKY ^',. ..e 1. (7 Vir\ Date_~ _____. time received '-e.am KO Mon. Tue . ,Wed: Thur. Fri. • BED: I ‘A Date: 'S ' 2--2--- - . - • OWNER: if)6_ri(< -L''', Contact Name: - ADDRESS: \ . --) c)._c,' Contact Number.360 �(,�('- 20.6 _ t-\-, - r • _Notes: . _ - Foundation Plumbing - Framing . Propane Tank Mechanical Setbacks ____ Under-ground Framing Underground — Furnace Footing Rough in Air seal Above ground Gas Stemwall _ Hydronic Exterior shear / Exterior lines Oil Straps Interior shear Interior lines . Ducts Post Hole Ventilation Appliance • _ Underfloor Gas/wood stove Man-loonies - • Setbacks _ V - Insulation. Final Inspection °>:i Foundation "; .. I Block&Tie _ floor wall ceiling Address Posted 0 - - .-•, . . ., S • ..-44,:,..*Ari,,,,, . . •. • '17,1eu..14-74:...4. . :,I,7.3:7,;,:% .45,-1Y 5,•:i: `." -t)/NAA,1" Ar er•ilik. y 1)dt:31' .• - 1 `E---/d-I -1' Dof)bf- 1 . . . . Date 1 1 I- -time received ci 51 am /40-404- -. Tue . ,ItiVecl: Thur. —Fri. • • BID: , 1 S ' ‘S— . - - Date: 7/4/5— • . . " OWNER: - - - • Contact Namec . . • • ADDRESS: I 40 - - Contact Number:360 Notes: . - • • . • • - . . . • .Foundation Plumbing- - Framing' - . Propane Tank Mechanical -• - . ._ . .. . Setbacks __ Under-ground- Framing •_____ Underground Furnace Footing Rough in Alr seal Above ground • Gas Stemwall Flydronic Exterior shear Exterior lines Oil Straps Interior shear ______ Interior lines . Ducts f. . Post Hole Ventilation Appliance • Underfloor _ _ Gas/wood stove Man-Homes - Setbacks • Insulation. . Final Inspection Foundation- • . - •,c.--i' ..:1 ..t.s --,..--*- _ Block&Tie floor wall ceiling . Address Posted . • i r -, 0 . 0 •i'l"t.. . ...W.".2....Z:V. - r ,. . _ wiiii,..-.0,,.tiur...4- • - [( It° • ' . itaV, U3*.215*"'S'••17.,:i . - - • . . . . . . ' \A n _. Date in__— time received.04-.-AU am /0 Mon_ Tues. Wed: Thur. --Fri. _____I ____ . 0--------:' BID: Da e. t -______---------- . ----- . j i , OWNER: ---1 a ›-t.A."—N Contact Narne:._________— ADDRESS: : _ A (.A )--12--e c,c)---- 0 -' - Contact Number 360 ;t2E_4tb • _ 206_____ i.;,,, - ' Notes: . . . . . - Foundation p i u r_ hglp - F r a m 1 n g' Propane Tank Mechanical -. - - . Setbacks Under-ground Framing Under ground Furnace ___ Footing Rough in Air seal Above ground • • Gas Stemwatl _ Hydronic Exterior shear Exterior lines Oil Straps -- Interior shear Interior lines . Ducts : - Post Hole Ventilation - Underfloor ._ Gas/wood stove Man-Homes . Setbacks • Insulation. . Final Inspection____ Foundation -,.. Block 8,-rve floor wall ceiling. . Address Posted _ .... .. ... . ., , – . 1.11.11.111111.1.11.111111.11111.11•01.1..1111111111111.1.1 ________ _ _..._ __ ____ . •_ - . . - - . • • . —.. VIV•:•**-, • • . '-114t:z•Vrriat,l?' • . • ;:t.11.1,i,'s-rr:?,--.•• •A..,..,,t, ......... •:- erri.:'::g. 3 tga• • • . • - ;1474451.‘ -A`Uf:"?.. iV.4Y . • . • . .1.4i;• %.1,' . . . - • _. - - . • Date__1!)_______ time received 3:0 2- am 10-ri NIon. Tue . a:P Thur. -Fri. BLD: , i 3 L5 (Ce.)• - . Date: OWNER: • . - Contact Name:. 365- - ADDRESS: )4a 1..i Eike De_ 0,,r,, Contact Number.360 3e/-466& ,- - : ----‘•,: iirifigEFs2frrprx-grAT-1 -DIZA.IP A C-45 , , 206 ,.Notes: lairginglarIK. - • • - • • . . Foundation Plumbing - Framing' . Propane Tank Mechanical Setbacks Under-ground Framing Underground Furnace Footing _____ Rough in Air seal • Above ground Gas Stemwall ______ Hydronic Exterior shear )( Exterior lines Oil Straps yi, Interior shear Interior lines • Ducts •• Post Hole Ventilation Appliance Underfloor - Gas/wood stove Man-Homes • Setbacks • Insulation • Filial Inspection -•,,i Foundation. --• Biccic&Tie floor _wall ceiling Address Posted i JEFFERSON COI•TY (41 O. 145472 DATE II-31 VI 13 RECEIVED FROM \f`-04PM"( 1%.-- DESCRIPTION BARS#(�� AMOUNT CURRENCY '-2, �„rz""('�(/t 2!/8 ,"i`) ' COIN r- CHECKS 2 Sc)j 1' -- .� \11,0(0 l C 3t o m cn ae "$'k nQ RECEIVED BY `1717�: - TOTAL Z ') S Jefferson County DCD Building Division Correction Notice PERMIT NUMBER 13 (FUJI 5. OWNER D AGK50Q JOB LOCATION 14-0 13 EAC.1-1 D2 Akla£ Inspection of this structure has found the following violations: l-1uee_teANE e.L.lps 12.&a Lk oN "iApr .-. T,a«,i e L EU :E,NSFeCCIar..1 You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date 8/:4 Inspector_ , BUILDING DIVIS ON(360)379-4450 PECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE Jefferson County Bulldingtlslon Permit Aker: BLD13-00015 Applicant: JACKSON BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2009 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks I inimum setback from Beach Drive right-of-way shall be 20 feet. _ [ ! inimum side yard setbacks shall be 5 feet. Minimum setback from op of bank shall be 80 feet or for every foot of bank height,the setback .hall be the same as measured from the top of bank. Erosion Control �'7 , .. EE CONDITION 2 Foundation Footing -2 - 3 -1"� Footing Drains I Foundation Stem Wall -. 11°0'l Underground Plumbing Straps(hold downs) (7.'`2 Ext.Shear Wall Nailing Y Framing $—t _1`4 Blocking Drywell/Alt Drainage SEE CONDITION 1 FOR DRYWELLS Address Posted FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • I CONDITIONS for Building Permit# :BLD13-00015 1.) 2005 DOE STORMWATER MANUAL DRYWELL DESIGN CRITERIA ALL INFILTRATION SYSTEMS SHOULD BEAT LEAST 10 FEET FROM ANY STRUCTURE, PROPERTY LINE, OR SENSITIVE AREA. FOR SITE WITH SEPTIC SYSTEMS, INFILTRATION SYSTEMS MUST BE DOWNGRADIENT OF THE DRAINFIELD UNLESS THE SITE TOPOGRAPHY CLEARLY PROHIBITS SUBSURFACE FLOWS FROM INTERSECTING THE DRAINFIELD. DRYWELL BOTTOMS MUST BEA MINIMUM OF 1 FOOT ABOVE SEASONAL HIGH GROUNDWATER LEVEL OR IMPERMEABLE SOIL LAYERS. EACH DRYWELL MAY SERVE UP TO 1000 SQUARE FEET OF IMPERVIOUS SURFACE FOR EITHER MEDIUM SANDS OR COURSE SANDS. TYPICALLY DRYWELLS ARE 48 INCHES IN DIAMETER(MINIMUM)AND HAVE A DEPTH OF 5 FEET(4 FEET OF GRAVEL AND 1 FOOT OF SUITABLE COVER MATERIAL). FILTER FABRIC (GEOTEXTILE) MUST BE PLACED ON TOP OF THE DRAIN ROCK AND ON TRENCH OR DRYWELL SIDES PRIOR TO BACKFILLING. SPACING BETWEEN DRYWELLS MUST BE A MINIMUM OF 4 FEET. 2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 3.) No plumbing has been reviewed or approved for this project by Jefferson County Public Health. Additional requirements may apply if plumbing is proposed. 4.) 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. 5.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 6.) A Geotechnical Report dated February 10, 2001 prepared by Apollo Geophysics Corporation was submitted in conjunction with a SPAAD application (ZON09-2). The report addressed the stability of the geologic hazard area. • • 7.) 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. 8.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 9.) 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." 10.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 11.) 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. 12.) 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 m nt Manual for the Puget Stormwater Manage et Sound Basin.e g 13.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through#12 of the Department of Ecology's Stormwater Management Manual for Western Washington 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. 14.) The revsised site plan dated January 22, 2013 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 March 12, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 15.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 16.) Not more than 2 unlicensed vehicles shall be stored on any lot 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 Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor 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 or Chapter 18.18 JCC, and such storage shall meet the requirements 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. 17.) 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. 18.) 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. • 19.) Minimum setback from Beach Drive right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from top of bank shall be 80 feet or for every foot of bank height, the setback shall be the same as measured from the top of bank. 20.) The building height is not to exceed 35 feet. 21.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 22.) 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