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BLD2013-00014
° MLA13-00010 BUILDING PERMIT APPLIC ION Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00014 Received Date: 1/15/2013 1 SITE ADDRESS: 140 BEACH DR NORDLAND, 98358 1• 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 DESCRIPTION NSFR W/A/G 75 GAL PROP TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,584 VALUATION 214,000.00 ADD'L: HEAT TYPE: RAD CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 408 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 -:: 2 Total: 2 Total: 2 Routing ■- -: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,632.15 LYK 01/15/13 139904 APPROVED Plan Check $1,060.90 LYK 01/15/13 139904 State Building Code $4.50 LYK 01/15/13 139904 MAR 13 2013 Potable Water Application $66.00 LYK 01/15/13 139904 Total: $2,763.55 Jefferson County DCD \\4irlam�r4\'!�#�lfnrmc\F RI I'1 inn PIA rn+ 1/1 APY111 • i w `ON c;e DEPARTMENT OF COMMUNITY DEVELOPMENT „, 621 Sheridan Street,Port Townsend,WA 98368 -G Tel:360.379.4450 I Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment : L, t E-mail:dcd @co.jefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT#: BLD13-00014 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: 03/13/2013 NORDLAND, 98358 Final Date: 10/15/2014 SUBDIVISION: 9522 Block: Lot: 3+ PARCEL NUMBER: 952200003 Section: 8 Township: 29 N Range: 1E PROJECT DESCRIPTION: NSFR W/A/G 75 GAL PROP TANK in conjunction with a shoreline exemption permit (SDP13-00004) THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: N SPRINKLER SYSTEM yes (� no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 10/15/2014 \\tidemark\data\forms\F BLD Occu anc .r t 10/15/2014 _ _ P Y P • • . • tl �y r' x� /.� � (tit �H c 4, F41� �- t 3 ),-t-1,,,110‘ Cq * "" 2 :,?,R1 _ga . ....„...1). $,4,,,,,,,,z, . . . m PL g . tp . i CI) . g if:,41'4"..'4?'''`':;:1-.-r7:".74)'.i.);),/ar ii',( f 1. 8 t: 0 o, k',;: 3 I' M ¢St le I , . c n g .,.„,,, , .,..,. .,,,:,,.:„: ,,,, D si. '5i i 171 1-< n . . -.. r t ,, \ 0 0 O g 5 ,g ., ,c,i4„1,,,, 7, . 41i 1 , 1- • y/1 . 1a%,,,--:".,7, irrivg H �r,> ❑ O N zz O � a g;-,iiki g '''''' '' 1 L f � Y ' ' t" " .�. ;C:' .':Ii■::�.'� F':..11,,,'1,ellit'::::.,,,,. E c.„i5 pal . .1d:. tmsf ►.3 4 N. c a 1 `,, '� m �C lK V 1 D �� y k, �j j-, 4 11 u 1 cD i tWhC {n vs a ,: fog _, • F Ir 1. 3y fe wo T 1 ) 1 1 k ,\ tt ht } Aq f _ ',,,-4-'',...%; i1 t 'Y, y�q •' .• " J�`9 rid`' 7 ` �' - s , Vr < ti. ),;gt :<s1;i,, 1. 5 F. 1 t ` ..-4 T F ! T ,.e f C+ r .';.-2,'1 x ,- y' ' 1 �,: fh 1•// z !! � ��.�.u�.`".r;ss.� 1=.- � ..a.�1 x�a c. �,/ \• y� w� ,u,,q �I t� ``�� '��'�t'�, �` t { • BUILDING PERMIT EXPIRATION NOTICE Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00014 SITE ADDRESS: 140 BEACH DR Date Issued: 3/13/2013 NORDLAND, WA 98358 Date Expires: 3/13/2014 APPLICANT: JO ANN JACKSON 2354 MINOR AVE E APT C SEATTLE WA 98102-3605 3+ SUBDIVISION: FULLER'S ACRES BLOCK: LOTS: Section: 8 Township: 29N Range: 01 E PARCEL: 952200003 According to our records, YOUR BUILDING PERMIT HAS NOT PASSED A FINAL INSPECTION AND WILL EXPIRE ON 3/13/2014. If you do not complete the project or renew the building permit prior to expiration, you will need to reapply for the shoreline exemption approval and pay for permit review fees. Please note we have a new Shoreline Master Program (SMP) approved effective February 21, 2014. Any application received after that date shall require compliance with the new SMP. To keep your building permit active you must pay a $228 renewal fee. This will keep your permit active for one year after the date of expiration. If renewal fee is not paid by time of expiration, no more inspections can be performed until received. Please contact our office if you have any questions. Sincerely, Permit Technician \\tidemark\data\forms\F_BLD_Perm it_Exp_Ntc.rpt Li ... fr°1Ase.,e10,1 , . . ... cl,,_i ......., ,..... . -.7,,,,:.-:h. , .. — P 21'1-\64-.i. a 2 v "'XI oArt .. .... L.),e-.row6iz.. re ...vo, - I 1, , ,1 i I ru•p5Ac, o-ko II. ______ - —_ . ....._------- ----- , „_, ...,,_ . -- -1 labo I (19 , ,„_ L iiiii.. ',, I /..) LYr-41/t'/ Pr;ve , 1_0 --- • 1\ • _ , / ,..... .. 1,4 ,..!. . I • f ! 1 !.__ !,• __ _ \ \ r wt 1,,I ( _ !!, Drj 1. ' 171 1 Lill ., I \ i , , 51,016. I ,A--7 5-' .< 1"..-F•AC..;1-'4.- . .. _ ') I if Xt‘ / . 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Catch Basin / Drain) Rod flow DowspotA 0 DRY U. 4 Inch Dia freter Hole Fffledwiti PLAN I T 1 - "Washed Drain Rock "S Of Ot Malt Center of Hole Ai i 't1°Capped PVC Ho use f Overflew or Comer means Srl $1 440,6 ash E3 1 Tops di Flushwfth Sulace En= y♦ ♦�- flow 14E:� ..,,,,a,i,..-. ,,,,,... ifl 4 574 ai^,}+i".4`,'1%. '"'�•♦ „j.4 0.4„°: �` Fine Mesh Screen PVC Pipe 't * S:4. Catch Basin ` # (*d Drain) .• 3 4 4 Irbil tea g . Hole Filled with Lire ir - Filker Fabric Drain Roth }es PAIR, 1'awe Seasonal DRY WELL H igb Gmurdwater Table SECTION S Figure 3.1.4-Typical Downspout Infiltration Drywall Source: King County Volume III-Hydrologic Analysis and Flow Control BMPs—August 2012 3-9 • • 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 1 BMP C105: Stabilized Construction Entrance / 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 fl- 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 • • Fencing (see B MP C103) 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 runoff drains off the pad 07,10 • a: pct o�m Install driveway culvert if there l° eat is a roadside ditch present �� 42—8"quarry spells Geotextile r 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 C 105. 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/programsiwq/sormwater/newtech/equivalent.html Volume II—Construction Stormwater Pollution Prevention -August 2012 4-9 II 0. r F . • 0 Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 Project Information Contact Information i 0 P n� io I.1 t ('.omfI d 1 Pns4 t- LL-C- cc/NA-IA-64'r This set of forms has been developed to assist permit applicant - ___ • .... '.• - with the Washington State Energy Code, (2009 edition).This set is for st e ie t t VC • .:-t d in Climate Zone 1. 1 The following forms provide much of the required documentatio l n review.The details " must also be shown on the drawings(WSEC 104.2). tads n e g (W ) !?I JAN 1 5 2013 This form is not a substitute for the energy code itself. To obtain c py of the energy code, go to the following web address. http://www.energy.wsu.edu/coi e JEFFERSON COUNTY Glazing I DEPT OF 4nreil NtIYd1EVFJ PT,I II Pbr4 6 io Glazing U-Factor Door 9 z Vaulted �'m—' r� Slab Option %Area ��' U-Factor Ceiling Ceiling3 Above Below Below Floor5 on /o of Floor Vertical Overhead Grade Grade Grade Grade R-49 or R-21 0 13% 0.34 0.50 0.20 R-38 R-38 Int.7 R-21 R-10 R-30 R-10 Adv. 2 R-49 or R-21 0 I 25% 0.32 0.50 0.20 R-38 R-38 Int.7 R-21 R-10 R-30 R-10 Adv. 2 R-49 or R_21 R-21 iII Unlimited 0.30 0.50 0.20 R-38 R-38 R-10 R-30 R-10 Adv. Int.7 TB 2' See WSEC table 6-1 for footnotes — Glazing Schedule Attached to Document ,-j Does not apply.(SEE INSTRUCTIONS)Using Prescriptive Option Ill.All glazing Lzi and doors meet maximum U-factor.Alternate heating size method submitted. ❑ Option I or II,Glazing to floor area limit(WSEC 602.7.2) ❑ Area weighted window,skylight or door U-factor(WSEC 602.7.2) ❑ As part of the heating system sizing calculation(IRC M1401.3&WSEC 503.2.2) Radiant slab: ❑ R-10 foam insulation,continuous with thermal break(WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description la High Efficiency HVAC Equipment 1 0 lb High Efficiency HVAC Equipment 2 lc High Efficiency HVAC Equipment 3 o 2 High Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 El 3b Efficient Building Envelope 2 3c Super-Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation ci 4b Additional Air Leakage Control and Efficient Ventilation 0 5a Efficient Water Heating LI 5b High Effieciency Water Heating 0 6 Small Dwelling Unit LI 7 Large Dwelling Unit 0 - 8 Renewable Electric Energy *1200 kwh 0 Total Credits 0.00 WSEC Prescriptive Worksheet(2010 edition)Zone 1 WSUEEP10-010 Copyright 2010 . , . ,. • • Glazing Schedule Project Information Contact Information 140 &,uh .glue - Nord led WI Jae- ('_a he.l) gist',+,�e4v,e- ,'lb J a.e.kso- . —&yel,er Conditioned Floor Area UMW 17 Sum of UA for Heating System Sizing Sum of All Glazing Areas From Below 411, Glazing to Floor Area Ratio . , 31 602.7.2 Exception Ratio(not to exceed 1%) Exterior Doors Plan Component Door Percent Width Height Glazing Door Door ID Description Ref. U-factor Glazed Qt. Feet inch Feet hiGh Area Area UA erri' a0d4-I 0 t ° -n © �I 71- ea t CA LI A .2.0 0 3 ° 1 ° 0 2I -I-,2 . One Exempt Swinging Door<24 Square Feet Sum of Glazing Ar a, Door Area, and UA (do not include exempt door) 121 4.2 Area Weighted U=UA/Area „2. Sum of Area and UA for Heating system size only(include exempt door) I I e,-4 Vertical Glazing (Windows,Glazed doors using Exception 602.6#1) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet inch Feet Inch Area UA 8Rs slic�� � ��1a65 clew :'�A _ ° fajta a 01b 21.5 �r e o)r,�i't. .'LR i'° A° 4R , 13,9 Etioc te2(5-`p;Art Ail t°7c 5°CaSt,o440- t 29 t nom 9.5 1.3 o$r, F1 )(2'F}t4)h<'I`CA' .21 ES le in 49 i.l,1-6 3i3 841,o ale Y b 4 CaS,2-�t .14 1OM(P .1%4 oval, -�x 5° cx .,4 7-41 n0ra O in-,6 -3,10 iusAit ii-'t)( 0 Fid-wre- •-9 LIL1I ° q 2,i;o 1,04i. 1 e X At° eaii.,�,,.en.+ ,Zq , ° , h i i(sld«, �°X kw Coss ..* $ 5 34e/id-it a 24 Illie ° . 4 1.5 `1. ) Diz- l°x te° 'tckkr4- 4 2.9 , r=Arlo 84- 24,4 i-i- kite,,A. 46 rtcor I 2 1 1 II° 517 )Ie,2 t- 1°Kr D cam, �dral ,201 �r ® /M° I' I4- 4, 1 IA 4D cast, -* ► et CZ° till _ 444 iv"I J, ,6c.'r t^i- U Sum of Area and UA 14 Ti 12.3 Area Weighted U=UA/Area 125 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 r • • Simple Heating System Size: Climate Zone 1 Project Information Contact Information 14 8adai,Dog. W_� a$3 i;- C 'v pke I I ((-As-FY ale— — Ce,44u46 ar— Ja J&gkso n — 9%I1 £r Indoor Design Temperature 70 Outdoor Design Temperature I I Design Temperature Difference(AT) AT=Indoor-Outdoor Design Temp 70 Conditioned Floor Area 0 Conditioned Volume 121912 Glazing Copy Sum of UA from Glazing Schedule I )23 I Attic U-Factor X Area = UA • R-49 0.027 (/72- 18, 14 R-38 Advanced 0.026 Single Rafter or Joist Vaulted Ceilings U-Factor X Area = UA R-38 Vented 0.027 FME.1 24,68 Above Grade Walls U-Factor X Area = UA R-21 0.056 j tvi-b 'U,12 Floors U-Factor X Area = UA R-30 0.029 15434- 46,9"4 Below Grade Walls U-Factor X Area = UA 2'Depth Walls 0.042 3.5'Depth Walls 0.041 7'Depth Walls 0.037 �fR I I Slab Below Grade F-Factor X Length = UA 2' Depth 0.59 3.5' Depth 0.64 7' Depth 0.57 Slab on Grade F-Factor X Length = UA R-10 2'perimeter 0.54 R-10 Full,-Heated 0.55 I 4k/ A 1 I Sum of UA 114, Cj Envelope Heat Load 3,1 Btu/Hour Sum ofUAXAT Air Leakage Heat Load 2q 5 Btu/Hour ((volume X 0.6)X AT)X.018)) Building Design Heat Load L9300 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 1 "12.44 Btu/Hour If ducts are located in unconditioned space:Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% 10e(o7 Btu/Hour Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 gteritt,..,N c . JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend•Washington 98368 4 360/379-4450 . 360/379-4451 Fax AsztrNee www.cojefferson.wa.us/commdevelopment Master Permit Application MLA: 5 - Project Descriptio (include separate sheets as necessary): CiAtrT -r new SG vt I4.. . am.d resiclo,da Tax Parcel Number: /5 2.-Z" f3 '063 Property Size: �JO t E1-11 p quare fee Site Address and/or Directions to Property: /Sid .ea o� .eu� rAA 2 s v Property Owner(s)of Record: -.TV T a cAs O:/—i - • Telephone: 2-126• S'/Z &/73 Fax: mail son-J/ k •' Mailing Address: 2.3 `Y /Yi GC-I.2-e Gei1447e a Applicant/Agent(if different from owner): }/f) epA ( a� Telephone: 36 ?v 9 /e 5$ Fax: r email: Mailing Address: /"Ld 7L // / % 4) What kind of Permit?(Check each box that applies ❑Building ❑Critical Areas Stewards,•• • _• ❑ Demolition Permit —// ❑Variance(Minor,Major or r��-• - - - ingle Family I�TGarage Attached Detached, ❑Conditional Use[C(a),C(k) r Z Manufactured Home ❑ Modular ❑Discretionary"D"or Unnagn • Use ..s ❑ Commercial* ❑Special Use(Essential?Putll(c Vacilities)** ❑ Change of Use ❑Boundary Line Adjustment , ❑ Address ❑Road Approach ❑Short Plat** JAN 7 5 2013 ❑Home Business ❑Cottage Industry ❑Binding Site Plan** l ❑Propane ❑Long Plat** ❑Sign Cl Planned Rural Residential Develo,-• y-i;+ •i - ❑StormwaterManagement Consistency Analysis ❑Shoreline Master Program Exem•i• -- l ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** O 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: / DESIGNATION OF AGENT I hereby designate c.ip i G l�o� to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE AP 411111 / _ Date: / /Z By signing this appl' : '• 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 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. 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 inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or he nts prior notice. Signature: Date: /421p/�12— 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 you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transf rable res nsibili fo herig to and complying with the ESA. The Applicant has read this discla' er signs and dates it below. Signature: �� Date: /742.1 41 S G:\PeanitCentet\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc k A- 41 • 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: GENERAL CONTRACTOR OR PHONE: FAX: I 15ii i /•—�C" 6toQ) 3 K•_1IoSS (3&O) 371—MOS MAILING DRESS: i/ ( sf-, 72/ 0,410(4 if/. EMAL: CONTRACTOR'S LICENSE di$ 4 WAINS NUMBER: //h M p a.c4-- i6O r Ni NUMBER ARCHITECT/ENGINEER: / _v v`,�-,e_ 5I ,1 PHONE (3o) 50.i 142_FAX:( ) MAILING ADDRESS: /" EMAIL PlpJect Type: Frapie Type: Bathrooms: Shoreline: Type of Sewage Disposal: P' New W'Wood Existing: ❑ Sewer ❑ Addition - ❑ Steel Proposed: _ Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Hei^h• ividual System C Repair ❑ Masonry SEPn Permit ❑ Demolition ❑ Other. Bedrooms: Water Supply: Existing: Setback: ❑ P'vate well ❑ Two Party Trype Heat; P Proposed:Total: xi,- �Ji -7,� Public ?up 1 �v Name of System: If this is a Commercial Proiect you must answer the following: Number of Parking Spaces: Current: 0 Proposed: Z Number of ADA Parking Spaces: 0 Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: R 1 IBC Type of construction: W ODP Will you have Food Service? Yes If this is a Propane Tanlyand/or Appliance Installation permit,mark all items below that apply: I Underground T k VAbove ground Tank Size of Propane Tank: *76 I Heat Stove VCook Stove I Woodstove it Fireplace#rafart I Hot Water Tank I Pellet Stove I Other Is this appliance being installed in a Manufactured/Mobile Home? Yes /C When applying fora 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, includin• the reserve area. Square Footage Current Proposed f.-1, t oiE,�e 1: :~ ',i, ,_ - , _.4k,' Main Floor Heated (6g4- ,l EH Bid App Review: T S TJ �' c 2"O Floor Heated € Consistency Review: 22C Other Heated Base fee: 15 Mezzanine r% action: Heated Basement ,l Plan Check fee: Unheated Basement fib t- State Surcharge fee: 4 Other Unheated vk r Pot Water Review fee: Garage/Carport = SUBTOTAL +t. 5 pp S Decks 911/Rd Approach fee: P`f l , Other 4 WO TOTAL: $� 4,1 U . 3 , i , Receipt Number. i (1C)'0(1' 4` Cash/Check Number: I ESTIMATED COST(REQUIRED) Date: l-I !� .Fair market value of all labor and materials foundation to finish 0 2- 14(000 Initials: ' i G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc 0 • >- CC 1- H O = O Q LL. 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' ' O rZ OR /p° (�o.IS v✓/ (7 GI$ V (0' OG. _._.. _ _... -... j Contractors or TradespeopleOnter Friendly Page Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with LEI 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 Hadlock 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 Status 1 2 Date Date 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 $12,000.00 04/13/2005 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 $1,000,000.0004/05/2012 Insurance C 8 Coornhusker Cas WAC460389 04/10/2009 04/10/2012 $1,000,000.00 04/11/2011 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 $500,000.0009/07/2006 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 • , „....„.7 , ., .,,,.. -..... • , . . ,....,..,...4 r.-..0,-- . &t --. „,.31%,--y.13. . ..,,,,,,,,,,0„,..f.„4 - - -2.......s,..,..,..-2....t.m....pe. - . . - . /e) d- 40 di4 We . Date__ _. time received am Mon_ TueS_ Date: ? - • BED: 1 - I . . OWNER: . . - Contact Narne: • . ADDRESS: I 9 a E). - Contact Number:36.0 / "1t647 - 406- 38-r/44,4 s _ q ,,. Notes: r .. - • - - . .. . Mechanical PlurrilAD_In - Framing Propane Tank - Foundation --- _ . Under-ground Framing Under ground Furnace Setbacks _______ Gas Footing ______ Rough in Air seal Above ground — Stemwall _ Hydronic _ Exterior shear Exterior lines Oil • Interior shear Interior lines • Ducts . Straps _______ Ventilation Underfloor - Appliance •Post Hole _ Gas/wood stove Man-Homes Final Insectin ..r's• Setbacks ____ ' • Insulation p o „..• --.,•:.•• Foundation ___ • Address Posted floor wall ceiling Block&Tie _____ ....■■•■•■■■•=imimmINMEI11■111111M11111■1•1•1•111111111111111■111■••11=11•111111■11111MINIMIIIIIMM _ - -AITR-S , ..,:-,.:.-1,5•,-1-A-zikn . . .V,.;*.tr,--,w.t.• .:. _ . , - r.r.......:-•".-:..........r..: '..•V. . . . 'el': ' -•::,:. . Date_112:-___-2--.° time received. 114. Li\ am /0) Moo Tue . Nt‘led-:. Thur. -Fri.• BLD: , 4"" •—• L ( . , Date: to...` 9- (. OWNER: ....Ilk,4__ - - • Contact Name,: A . ADDRESS: ttko eac,Ct. 4 (.../ ....„ Contact Number 360 gC2t.--4-0(2 6 , Notes 206 , : 14e,_1 0\4 e--( 1 (,44-1 • . . . . Foundation Plumbing - Framing Propane Tank - Mechanical Setbacks Under-ground Framing Underground Furnace Footing Rough in Air seal Above ground f Gas Stemwall _ Hydronic Exterior shear Exterior lines l ,/ Oil Straps Interior shear Interior lines , Ducts -7-- Post Hole Ventilation • Appliance Underfloor Gas/wood stove- Man-Homes Setbacks • " Insulation. Final Inspection >= Foundation- • ..?..- Block&Tie floor wall ceiling. • Address Posted I _ ..... ,.. . III ` t.^= ' _ ~~-~ = ' �G . _. ��Date �� / received / pm Mon. Tues. Wed; �d OLD: ' ' -7 --� Date: OWNER: d AC ie,- • Contact Name:' �___ Contact Number:360 �em'- ^£���' - . N/ � \ - - ' �� Notes: w� ` _ .__ ,="~.,^�� 206 � � ' . _--__- Foundation � • �;����� 'FmmIno — � � ank Mechanical ' • Setbacks Under-ground Fmm�n Footing --- --- Ak ~ --- Underground Furnace ~'~^~= _ Hydronic --�' Above ground • Gas --- Straps _�__ Exterior shear Exterior lines Oil ---' � Post Hole Interior shear Interior lines • Ducts f�--- ___ . man4ionmo Underfloor Appliance � ____ _ Gas/wood n�va____ Setbacks ' ' • ' • Final(Foundation. 8 _ ��ekx�&T� floor _wall ceiling d Address ' • _. / ' 0 0 .-,--,.... ' ZA:V71-0:r ,...---.....4,4—...1,.......sAV.:. - ort— ,67- .-",;-4,--/-1 VA- A eel. . g' t-e..:. Date?'---/ ti ti • me received 4:)3 am /(5) _ Tues. Wed: Thur. - BLD: — 4 Date: OWNER: Contact Name: ADDRESS: 1 Let_ctk_ Contact Number:360 J I 10 66 - , t"-•‘‘ Notes: pz_ , rk S p-Alt--- • 0 Foundation Plurr__ xq3in -frat_rth Al Propane Tank . Mechanical Setbacks Under-ground Framing Underground Furnace __ Footing Rough In Air seal Above ground Gas _ Stemwali — Hydronic 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 . , -4-." Block&Tie floor wall X ceiling Address Posted • • 4"-'w4s°N `be,. JEFFERSON COUNTY 4 ` "4 DEPARTMENT OF COMMUNITY DEVELOPMENT 9y'Rl11N°1° Date: 1° 'L4 Time Received: -1' 2_c' ()Wpm Mon. Tue. Wed. Thur. Date: BLD: 11,-_citA`t Contact Name: c\.,. 30--c,L5 1 Owner: Contact Number: 360 Address: \4o S 0.._.5-0---0\,-., 206 L\\Z c,k 2-5 Notes: • s ■v. - V .L ■■■ i I \ —. - Y\_ sl.s--rr`*h ov- Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling • Inspections are required to be called in by 3:00 pm to receive an inspection the next day. Do to staffing issues,at this time,we cannot guarantee that you will receive an inspection the next day. day. Unless you receive a call from us,assume we will arrive on your requested inspection day. • You may leave an inspection request 24 hours a day, and Inspections are available from Monday through Friday. • We cannot determine the time we will arrive in advance. However, if you call our office the morning of your inspection,around 9:00 a.m.,we can give an estimate of when the inspector will arrive. Our general office phone number is 360 379-4450. An approved set of plans are to be on site with building permit for all inspections. If permit and plans are not on site at time of inspection,a re-inspection fee must be paid prior to re-scheduling another inspection. If no access, no inspections will be performed,and a re-inspection fee must be paid prior to re-scheduling another inspection. Inspectors will not access a home that has personal affects inside when the owner is not present. Commercial projects require 24 hour notice for inspection. • • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER 1,3- Dool+ OWNER TAC K560 JOB LOCATION 140 ff A M Inspection of this structure has found the following violations: A I. ,rL+C)LJIVS ' ./' • 5 ' to), _ I?L t v __ ][' re or_ C® IUat 7�0: FA1 Leg h L MLL Fog_ ge00.5p rtoi.,) 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 Bt 4/13 Inspect Leal/ BUILDING DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00014 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: NSFR W/A/G 75 GAL PROP TANK in conjunction with a shoreline exemption permit(SDP13-00004) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,584 VALUATION 214,000.00 ADD'L: HEAT TYPE: RAD CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: CONST TYPE: GARAGE: SETBACK: 85 DECK: 408 BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,632.15 LYK 01/15/13 139904 Exist: 0 Exist: 0 Plan Check $1,060.90 LYK 01/15/13 139904 Prop: 2 Prop: 2 State Building Code $4.50 LYK 01/15/13 139904 Total: 2 Total: 2 Potable Water Application $66.00 LYK 01/15/13 139904 Total: $2,763.55 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 Jefferson County 9 Buildin ision Permit er: BLD13-00014 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 \ LOCATION OF RESIDENCE PER SITE PLAN TO REMAIN AS 3 APPROVED BY EH VERIFY RESIDENCE HAS MINIMUM 21'& 53'SETBACKS ON NW PROPERTY LINE. 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 85 feet. Erosion Control SEE CONDITION 2 Foundation Footing 4 t/i I Footing Drains "13 Foundation Stem Wall /1 3 Underground Plumbing Under Floor Framing Straps(hold downs) G623 13 jn Ext.Shear Wall Nailing a3 . RA Rough-in Plumbing yr-1_ i�7 Framing _I?> , Per c-o rrdc L-A.\ Blocking Airseal ,'b--1 )s. Insulation:Walls 609//3 ;f Insulation: Floors 441'1 u Insulation:Ceiling f)., /1` ibG.crC? (•6 t I.INC. OK 3/1 (/i )f Int. Shear Wall Nailing -4t 0 i/lA L ,r Wallboard Nailing Nailing q.21-13 Gas Line: Interior C-7_ �3 Gas Line: Exterior Propane Tank Heat/Chimney Clearance �(zo1( Free-standing Stove t Mechanical Systems Duct Test Cert Blower Airtight Test Smoke&CO2 (I of I Drywell/Alt Drainage 1I3 SEE CONDITION 1 Address Posted (AO I p • • FINAL INSPECTION &IA,,,j FINAL INSPECTION UST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD13-00014 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 BEA 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.) The home location may not change from the revised plot plan date stamped 1/22/13. Any changes require re-review by health as septic system is not shown accurately. 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 landslide hazard area 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 the Stormwater Management Manual for the Puget Sound Basin. 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.) A minimum of two(2)on-site parking spaces shall be provided for the single family residence. 18.) The road approach permit(RAP13-00014) must be inspected and finaled by the Jefferson County Department of Public Works prior to the final inspection/certificate of occupancy of this residence. Contact Terry Duff, Department of Public Works at 360-385-9159 for the final road approach inspection. • • 19.) 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. 20.) 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. 21.) 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. 22.) The building height is not to exceed 35 feet. 23.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 24.) 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. \\tirIPmark\rlata\fnrmc\F RI 11 Parmit RIrIn rnt 1/11/7011 .0 N .G _, fit- N ..� i l �� �) `O 4 ' N m d N c�