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328 W 14th St - Building
Permit# 1034 T Fonns /Building Division/Project Status Update P PROJECT STATUS UPDATE Date 12 -21- I 0 I phoned t Applicant bah Property Owner at Contractor at I left a phone message r discussed) The permit as expired will expire soon) What is the status of this project? at 1 41 7- ZgC5`{' Please call and schedule a final inspection Or Submit a "permit extension request' letter Or Let me know if the project is abandoned 1 3 1 I par ef rn n. A h() he- tyne g 5 c.o P S �e i�ri gOt�q 40 GHQ US DYol.Pt dup e cohc r,`C _CIO W in i v1 Permit# DS 1 The permit T Forms/Building Division/Project Status Update PROJECT STATUS UPDATE Date 12--2:7 10 I phoned the. Applicant VC-V\ roperty Owner at Contractor at I left a phone message or discussed) as expired, r will expire soon) What is the status of this project? Please call and schedule a final inspection Or Submit a `permit extension request" letter Or Let me know if the project is abandoned at Lit -2_ g0 l 3- I 1 \ooh to rm,e, p h r,h-e, r7t ®t�v,�U rV1 40 roe`` Q-(k CA ye- '"f 1't Q Q,cOl�lo�'Y1, P �J I -11 e-iyvA■leAt Pa i a ate u m i--6`ov dlet T.Forms /Building Division /Building Permit (05 /13 /08).wpd Application Number 08 00001035 Date 9/17/08 Application pin number 601365 Property Address 328 W 14TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 4 2029 0000 Tenant nbr name DANIEL CYNTHIA GASE Application type description RES DETACHED GARAGE Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 20520 Application desc NEW 684 SQ FT DETACHED GARAGE Owner CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 94 UANIft t 645i LA Contractor DANIEL E CYNTHIA L GASE MCKNIGHT CONSTRUCTION LLC PO BOX 2163 285 BLACK DIAMOND RD PORT ANGELES WA 98362 PORT ANGELES WA 98363 (360) 417 2804 (360) 452 7467 Structure Information 000 000 NEW 684 SQ FT DETACHED GARAGE Other struct info HARD SURFACE AREA Permit BUILDING PERMIT RESIDENTIAL Additional desc 684 SF DETACHED GARAGE Permit pin number 132712 Permit Fee 361 75 Plan Check Fee 144 70 Issue Date 9/17/08 Valuation 20520 Expiration Date 3/16/09 Qty Unit Charge Per Extension BASE FEE 95 75 19 00 14 0000 THOU BL -2001 25K (14 PER K) 266 00 Special Notes and Comments The Fire Department has reviewed the project application and has no comments August 28 2008 3 24 02 PM sroberds Construction w/n an ESA area must observe a 25 setback from top of bank in previously disturbed area unless a reduced setback is permitted through a geologic hazard review September 17 2008 2 58 15 PM sroberds All recommendations from the Zenovic Associates Geo Report dated 9/15/08 shall be observed including that no excavation shall occur westerly of limits of the existing structure (approx 18 from top of bank) footing for westerly wall shall extend to a min depth of 4 below ground surface grade unless glacial till layer is encountered at a shallower depth material from excavation shall be immediately removed from the site or placed not less than 50 from top of bank and final site grading upon completion of garage shall be no higher than existing ground level EROSION SEDIMENT CONTROL PER CITY STANDARDS OR APPROVED ENGINEER DESIGN PRIOR TO START OF WORK Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction ,a Date Print Name Signature of Cont actor or uthorized Agent Signature of Owner (if owner is builder) ELECTRICAL LIGHT DEPT CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES CALL 417 -4886 FOR BACKFLOW PREVENTION INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT THE JOB SITE. FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE I DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL I WALLS CEILING I FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING CONSTRUCTION R.W PW/ ENGINEERING FIRE I PLANNING DEPT I BUILDING INSPECTION TYPE DATE 417 -4807 417 -4653 417 -4750 417 -4815 BUILDING PERMIT INSPECTION RECORD ACCEPTED COMMENTS YES NO FINAL FINAL PLANNING DEPT SEPARATE PERMIT tl's SEPA. PARKING /LIGHTING ESA. LANDSCAPING I SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE RESIDENTIAL DATE YES NO COMMERCIAL 417 -4735 ELECTRICAL LIGHT DEPT I I I I I I I I I CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING DATE ACCEPTED BY. DATE ACCEPTED BY. DATE ACCEPTED YES I NO I I I I I I I I I Application Number Application pin number Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total T Forms /Building Division /Building Permit (05 /13 /08).wpd CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 08 00001035 601365 Page 2 Date 9/17/08 STATE SURCHARGE 4 50 Charged Paid Credited Due 361 75 361 75 00 00 144 70 144 70 00 00 4 50 4 50 00 00 510 95 510 95 00 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES CALL 417 -4886 FOR BACKFLOW PREVENTION INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT AND APPROVED PLANS AT THE JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING I DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB I WALL FLOOR CEILING I MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT S's PARKING /LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 I FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 BUILDING PERMIT INSPECTION RECORD SEPA ESA. SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE DATE YES NO COMMERCIAL 417 -4735 ELECTRICAL LIGHT DEPT YES NO k1 It' I FINAL DATE ACCEPTED BY. FINAL CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING DATE ACCEPTED BY. DATE ACCEPTED YES I I I I I I I I 1 NO 0 Oo u•) (9/17/2008) Linda Pangrle 328 W 14 permit geotech report Page 1 From 'Daniel E. Gase CCIM' <Daniel.Gase @ColdwellBanker corn> To <Ipangrle @cityofpa.us> <sroberds @cityofpa.us> Date 9/17/2008 1037 AM Subject: 328 W 14 permit geotech report Attachments GeoTec Report 328 W 14th St. Gase pdf CC 'Brian Kedish' <rkytekt @olypen.com> Hello Linda, Per your request, as needed for the completion of my building permit application is the required GeoTec report for 328 West 14th Street. This report is also being sent to my architect so the drawings for the footings on the west wall will be adjusted to meet the requirements of the report. Please let me know if there is anything else you need Thanks. Dan Daniel E. Gase President Certified Commercial Investment Member (CCIM) Certified International Property Specialist (CIPS) Coldwell Banker Uptown Realty 1115 East Front Street Port Angeles WA 98362 Telephone 360 -417 2804 P Please consider the environment before printing this email. 0 Co d UT OP '1 4.$,SQ1CiATC September 15, 2008 Mr -Dan Gase PC) Box 2163 Port Angeles, WA 98362 Re: Garage Rentoderproject at 328 West 14 Street, Port Angeles Lots 7 and 8 Bock 240 TPA (Par No 06-30-00.042029) Deer Den Zenovio Si.AssoclateS, Inc presentsherein the results of our geotechnical review of the referenced property, located on the south side of West 14 Street, west of Cherry Street in Port Angeles The site's situated at the oast edge of the Valley Creek ravine, within 50 foot of the top of the ravine bank The thread of the creek is about 110 feel below the project site therevlee slopeaverages approximately 65 percent from the lop of the bank edge of the gravel roadway that along the east side of the creek, We understand that your Intent is to expand an existing single car garage on the properly The bareols facetted approxlMatoly 22 feet from the* of the ravine bank. anattached covered storage eretton the west side of the garage extends to within 15 feel of the top of the benk, The footprint Of the completed garage will not extend any further west thanthe limits the existing storage area Thelocation and lengthof the garage in the north-south orientation will be changed to occorinmodate site constraints PURPOSE AND SCOPE Or SERVICES The purpose of the,geotechnical review is to provide information regarding the Soli and slepastability in order to develop ha site in a manner that will not induce soil erosion or endanger on-sitear adjadent properties consistent with the requIrementeof :Chapter 15 20 of the Port Angeles Municipal Code (Environmentally Sensitive Areas protection). The scope of the review Included a field inspection of the site:and .determinetien alsitaand adjacent property slopes Using a hand-held clinometer No topographic mapping done on the site or Within the ravine Research of available oatainoluded a revIew of the USGS Topographic Map, Port Angeles iiluadrattgla aerial photos on .the at the Clallam County Road 'Department (DNR, 1971., 1981, 1990, and 1997), aerial topographic mapping completed by David Smith Associates ht. for the City of Port Angeles 1995) and the Soil Survey of CIaliam CountyArea, Washington (USDAISCS, February, 1987). Ct VII. 1-.:N6- LAND S,LIFtVE,YINp Fist 6iii .N.1 Stilt._ j r:/: •1.,F,1 F F its 111:v1: Page 2 Mr Dart Gase Lots '7 arid a Bloele W 14' Street) F3rjternber REGIONAL GEOLOGIC AND SOIL CONDTIONS According to the Soil Survey of Clallam Area, General Soil Map, the City of Part Angeles area and the surrounding region are comprised ef Elwha•Clallem-Qatle soil association These soils are typically moderately well-drained nearly level to very steep slopes on hills, underlain by compact:glacial till Inspeetion the soil mapsof the site indicate that the preperty lies ateng the north. edge of an extensive Elwhe soil area that extends from the Elwha River on the west,te the Dungeness Riveron the east. from the foothills of the Olympte:Mountains on the south to the Strait of Juan do Puce on the-north The'Elwhe-Clellarn-Catle sells are derived from weetheredgleciartill These soils were deposited by the ice Sheet during the Vashon stade glaciation The VeshonGlacial Till conelstS of a poorly sorted mixture of rock fragments deposited directly by the Vashon- age ice shoot. Finer portions' of the-soil consist of clay slit and sand These fine particles' comprise a reoderetely highly compact matrix in which the coarser components (gravel, cobbles, and boulders) *are flrinly Imbedded SITE OBSERVATIONS An engineer from Zenovic SLAssociates, Inc conducted *site visiton September 3, 200R to observe the site slopes vegetation, surface. and immediate subsurface hydrology and- evaluate- soils for density Existing Slopes The site is developed with the aforementioned garage end &Me-Story single family residence The residence is located north and east of garage .eloser to West 141 and further removed of the ravine- bank Access to the site of the garage is from the alley to theaouth. The borne fronts on West 147Street, but no driveway or off street parking is erovidee'from the street. As noted, the ravine bank Is approximately 110 feet high The ravine bank slopes down to the roadway at varying slopes ranging from 0 75 horizontal to 1 vertical near the top of the bank to 2 horizontal to 1 vertical at thebasaof the bank .adjacent to a dirt roadway on the eastside of the-creek, Site Vegelatien Tile upland area at the lop-of the bank developed as primarily Ian with incidental ornamental vegetation-and: some mature fruit trees. The bank is covered with a Scattering of reatere meple, fir, andaider trees with-an underatory of dense brush Clippings from the maintenance a vegetation on the upland portfoh of the property have been disposed of on the beek. None of the'trees on the bank exhibit the "pistol grip Shape that would indicate instability of the slepe Page Mr ban Gase Lets 7 and B. Block 240 TPA (32& W 14 Street) September 15 2008 Soil Conditions The soils on the upland area are mapped as Crallarn-Hoypus gravelly sandy loam, 0 to 15 percent slopes The soils on the ravine bank are mapped .as,Nelltori very gravelly loamy sand -30-to .70 percent slopes Both WI types are rotatively free-dralning the difference it that the Neilton soils extend for significant depths. while the Clallam-Hoypus soils are underlain with a tlfl, a fine sand and silt that has bean compressed by theeverlylrig glacier The glacial till, layer is essentially impervious to water Hydrology and Drainage No-surfacedepressions-or runoff channels were observed on the property legeneral, the uplandportion of the site stoppsdownhill to the north at a grade otapproxiMately 4% and is gener'ally level In the east-west-direction According to City of Port Angeles records, there is anakisting storm drain system In West 14'" Streelthal drains all runoff from the.readway easterlylo the storm drain collection system in Cherry Street. International Building Code Site and Soil Categorization Solt typing is required by the International Building Cod todotermnobuidirig response under seismic conditions No lest pit excavations wero completed for this analysis, so underlying soil types are not known Given the geologic dale available however and the conditions observed ills our opinion that Site Class 0 should be uoed when calculating horizontal and vertical accelerations at the site Therintive alto so laden beolessified as a sand, 'silty sand', or silty gravel consistent with Class 4 Materiels as set forth In Table 1804.2 of the International Building Code Increases for resistance to lateral sliding as-settorth in Section 1804.3.1am appropriatefor this site dUe-to proximity to the ravine bank Based:one-review of site Coneitions-and available data, it is my opinion that the:remodel cline existing garagearidattached shed can ()cur as.proposecFprOvided that certain construction rnetheds and-systems are used that provide for protection of the adjacent Steep slope end-mini the potentiatfordarnage te.the structure In the event Of catastrophic slope failure. General: CONCLUSIONS RECOMMENDATIONS Theproposed project shall be Constructed in 'conformance with all -requirements of the City, of Port Angeles- ineltiding' but notilinited :to, the -international Building Code and applicable elaaprig drainage, and erosion control requirements Page 4 Mr Dan Gase —Lots 7 and 8, Block 240 TPA (328 W 14 September 15, 2008 Excavation and Grading No excavation shaiF occur westerly of the limitS of the existing structure The footing for the most westerly wallof the prOposed structure Shall extend to a rninlmum depth of four (4) feet below the existing ground Surface grade unless the notedglaciallIll layer is encountered at a shallower depth. AU material from the foundation excavation shall be immediately removed from the site or placed not less than 50 feet from the top of the bank. Upon completion of the garage construction and final site grading the finish ground levet-shall be no higher then the existing ground level Drainage and All drainage from the.proposed structure andassociatedimpervious areas (drivewey, ett.)'shall•be collected and discharged into an existing City, Storm drain system in West 14'" Street on the north side the project site. No distharge of reneff'froin the structure or associated impervloUs.areas shall be directed over the edge of the bank Slope KaIntonence Finished slopes should be adequately vegetated to prevent surficiel runoff No organic material, including grass clIelilrigs and tree or brush trimmings should be placed on any slopes steeper than 3 horizontal to 1 Vortical These materials may help hold water on the elope thereby.rodycing slope stability Existing vegetetive debris that has been previously the bank near the project silo Shall to the greatest extent possible. be removed froin the bank and disposed of ()Italie No damage 'to the bank Shall occurduring removal of thaveeelative debris USE OF THIS REPORT This.report has been prepared at therequest of Mr Dan Gase forthe purpose of determining the appropriate development standards for a project on the subject property This report is specific tothis site and the Information contained herein is the property of Mr Gase and may not beusedwitheut his 'permisSion The findings set forthinthe report are basecton a site inspection and review of available tiota,,•ThiacencluSionaand recornrneadations derived-frominese findings assume pat the-sltis condttlons vary radicaily throughout the site. If excavations' andior construction activilieS_diScoverlhat site!contiltioris are SignifiCantly different-thanthose documentedherein ZenoviCI,AssociateS, Inc. must be contacted to verify ormodify-the 'conclusions, as appropriate. The contractor for the project is responsible 'for performing all work in conformance with all applicable WISIIA regulations.. There are inherent risks associated with ,construotion on or adjacent ta steep slopes that the owner and contractor must assume This repel is:intended toreduee but not eliminate, uncertainty regarding the stability of the slope. Page 5 Mr Dah and:8, Block 240 TpA:(328W 14 '''Street) Septernber 15, 2008 We appreciate the opportunity to.provida:this information to you Please contact this office if you have any,quostions regarding‘th-contents Sincerely Zenovic Associates, Inc. phenM Zeno* P E. Pr rid* EnOlnoor Enclosures Fc 4N 08236' lank absorptIcn fields. Absorption Iii PS. shaeld‘be instated on Ins contour This reap unit is in IV noniergated. 14-ClallarrizHeypus' gravelly sandy loares,.0 to 15 percent slopes ThIS Map yolt.is on Pulls anti oulwash lorrOcs, The natlt/O. vegetation It mainly conifers and shrubs 'Llevatidn it'100 to 400 feet; The overage annua", procipltatIon:tt.45 to 30 Int:het 'the average annual air tempara1ure:Isr aboul degrees F and.lhaaverage frost- free period i 100 lo,200 days. Theunil is 40 porcoril grevally sandy loam and 40 percent I f oyput. nrovetly sandy loam, The coMponents ot this unit are so Intrtcalely intermingled Inat was not pracilcal to map them separately al the soaleused: The Clallare aaftls maderately deeptnd moderistely drainedi It fOlmeitin oOrnpaCtgleclal till Typic&ly the Wrfnae Is...covered:with entai ol 2.6 inches thick The outface layer whero.mbred to a depth of 6 inches, in dark brown gravelly sandy team, The.vpper part.of the tnAnNpll 16 brown gravellyiently loath' ot.!Otit liiclicni;LliiCl bridllieleWer pelt in brown very eravely sandy toter about 181IncheathIck. Campact.ginclal liii in an depth of 28 Inchon Depth to Compact,glarallill ranges from 20 1o40 Inchet In' some sirens of similar Included AO it the Ailrincti Inyet in .roirly Inarn or very nmyolly afirVJy loony Noneahlloy of the Clalinci oc:i in moderate to the compact gincini till rind very slow through II AvailaOlo ventor .opacity Is low Effective rooting depth Ia 20 to 40 Inches. Runelfle.niothirm, and'Itte hrmerd of wilier amnion in elighl Water Ia ItarChad'araWU the glacial illt from January throur April, Tho effect of the layeriefutecinl till. on 490 end men Nome-et is almiterrto thrik a hardpan Ti e Haypus wills very deep.and sornewhal excessively drained lto riedi LUiiI oust, Typicelly the surface is. covered With .a.Met at artiarK: material t Inch.ihick The surface layorlaVory‘dark;grisylantrowngrevally sandy ileum 3 ineliot,thick. Thd upper Tinches of he s...rbsolf Is dork brown gravuliy loam, nod theloweir 21 Inches Is OWL yellowiSh.brawftverSi graver.tyloarny Sand. The upper 14 incherref the substraturmis dark brawn vary gravelly sand, and the lower:petite a of BO. inOhes or morels dark yellowsh.biewn gravelly sand. irraarne areas of Binder included, soils, the surfeCe layerlsgravelly, loamysena very -Wevelly•sandyleaM pi- gravelly teernyAand. Permeability. of the Raypus soil is rapid .Availabla watei eatiadty is yery Effective rooling,depth isli0 Indies or more Runoff is slow and;theThazard of wal& arosianis slight Included In this'enit are smallareas Of:Bellingham, Catla,;Didk, and included are Smelt Wen ortFlayput suits thet,have slope s atmorelhan 15 percent. Included areas make up about 20 percent of the loiatacreage. The percentooe voiles kora one area to anulher This Otis used:mainly est ornesitas. It is also used as woodland: lithe Clotlom sollis used to,r hornesite,develapment the twin limitation s wetness Excevetiarifor roads and buIrdings Increases thehsk of erasion, Use thli soil for septic tank abserpiion fields is limited by wetness and depth to the corepad &clef till BeeaUseolthe depth to compact gleciet til, onsite sewage disposal' systems bflon.11411. or tfu nut function propudy during per ic.sts,of high ralnlaii. Use of hearty equIpittent during constrwlion.compacts the soil end thus reduces permeabitliy particularly during periods when the soil moisture. corilent a hFgh The steepnessig.Blepe is a concern .when Install eg septic 'tank obsorption fields Absorption lines snould be Instated an the contour 11 sod is used for hernesile development, the morn limItetiOn It the staepneas of OLIO) Proserwrg the extntine plant coVor during Bores to control irosiuri Cxcesrotioti fan IijS1s 4irtr.1 Imildirige Increases risk el erosion Use of Iten ac I fer tank-absetptlan hnldn Is Irnited hy he rapid parmanblilly The pals, a poor filler Thu steepness oftlope Is ti coneurA when IntiallIng-tioptio lank riesorplion told! -Ahrimptiort linos should matelloa an the contow Tic Cinliarn soli is aulled to thu produllon of 17.101,40b.fil On the Onto of 41 100 yunr ofto the ostimated iii c nn site Index tor Vouglatfir Is 130, rind on the,Onala of e S-0;year site MaVO tna nstimatee moan alto index 4 n 9B. Aithe clitmination of the mean rthnual imminent (WM), the procIrrdlon of oUyieaflr otane 70 Is 30 cubic foot per acre per yea The keen limited extent are western hemlock grend Western racIce red elder and' Pecific rnadrona ,tvnong the :common forest endersloryplems are set& evergreen huckleberry red huckleberry Oregon-grapo, OcaariSpray litackeeiry wo:sturieswardkni, and ip,!nsteirc brackerfern, Flural'otiepUsetal, 1;iioefgreen nocklehersy anti western swarclfern is common on this soil The Clatters% soills,suitect to year-round harvesting operallana,l_ogging roses require suitable surfecing. Rock for roan canstruotah is not eeeilabteM erase at this soil, Seeding establishment and the hazard of vendthrow are the main concerns in theproduction of limber The low precipnaticn dur growing season and low available cenilioute to seedling, monaitiy Reforestation can be accomplished by planting Dougles-fir alseatings If seedileas are present, natural reforestatio,n of Ckiover areas byDauglas-fir-ocCura perrodicatly When operungSare made in the canopy invading brushy plants can delay the establishment of seedlings Because the rooting depth is restricted by the �np' io.l Lill:trees Occoslono4 ore svUjeol vAndlttrow The 171pypes.eciiti a suited to the prOduetion of 'Ociuglasi-fir. On the basis of a' tOG-yoar site curve thedstimeted mean site index ferpOugfar. rir is 34 and on MO basis Of a 50 year site CSirife, the estimated mean aile index Is 101 Al the culmination of the.mean annual 4ncreenen7(CMAI), the production of Douglaa-fir, at ace 70 i.s 136 cube feet per acre per year The trees of Ilthltederlent are western hemlock, westem.redcedar bigleaf maple. and Pacific madrone. Among thecorrimort:ferest unde plants are *alai Oregori-gtape. red huckleberry wasiorn brackonforn blackberry western swardfern and deer fern. Floral use Of millet and western- swordfarnta common sail Theti clypus 'soil is suited to year-round logging operalions.tinturbstoots vi' the torolectIvo layeirof duff can be t ad ucod with the .carolutuse. or whoollid.and tracked equipment togging rod S require euitatee surfacing for year-rounduse oonslruclion Is readily aVallable'th er of this sell; Seedling, crstatitishmonthr Ul.iflliifl r:dneern in the productIonof timber Tho low,preolpaalion during the growing sown and tho droughtiness ni the 'Dudack-foyer contribute to eeedling Mortality Reforattaken an ho acceMplished by .planlIng seedlings Seedlings planted-in llsolasaleililai5ubnoil exhibit ooer,grOwth and vigor Mop Openings OM made in'the coodpy invotling bruany plants consdolay ontehlistimont of noodiim9 thin flAp ijnfta in.copnbilily nail 18-Clallarn Variant gravally_loam, '10;0 3d. percent aloposh Thit: moderately OLIO, moderately well drawled sail is-on hHl iticrindd in glacial titi volcanic ash overlying compact glacial Ill!, The native vegelation is mainly conifers and stuu0 Elevation Is' 1,300 10.2400 feet The everoge annual precipitation is 30 16 40 therms, the everaga annual air lempetetureit about 411dogroes F oncithe average gimping 'season uI 2 10 lo 240 (Psis. TypicaNy the surfaceiw covered With.o mat of organic nieteriel 1 inch thick. The surface layer wheremrxed'io a depth .of 7 inches, ia.br$svgravelly !bath. Thaupper 8 Inchos,ol.tho Subtoit is brown' very.gravelly loem, and the lower 16finchas is dark brown,very:grai.elly seedy loam. Porepact.gladial tilt is at a depth of 30:thches. Depth to compactvlacial till-rangos.from-20'16-40 tnolurred In this unit, ere smelt areas of .Clwria, and McKennaseas Also included are .small areas of Mellen) Veriant-soilathat-havaslepescit less 'than tg percent or ntore'lhan,314sercent and soils that are more thab 40 Incites deepidoompact gladalillL InclUded areasmake up about 20:percent elite totatacreage The_percontage varies from one area to another Permeability oilhis Ciallam Variant soiht moderate to the wrispact glacial till and very slew through it Available water capacity is row Effective rcohng'depth i 2a to 40 :riches Runoff is medium, and the hazard of water orosiOn is ntOdernte, Water is perched above the compact gincloi till from January throu-ghliarch The effect of the layer of compact plait IN on use and management is similar to that of a hardpan This unit used is woodland, This unit.iseuited to the produaan of Douglas-fir On the basis of a '100-yea T she curve the estimated mean site index for 'Douglas-fir ir 134 and en the basis;o1 a50yoar site curve Iris eslnaled sileindexts 103. Al the culmir anon' of the mean annual increment ,(CM the production of Douglas-fir al age 70 is 136 cubic feet per acre per year The trees roftirnited extent are western hemlock western -adcodar grid wielder Among the common forest understory,plantsarel huckleberry twinilower sale! Oregon-grace, ocoannpray western swordforn, deer ietn, and western hreckunior. The main limitation for hervestirigtImboi is nrudonor whorl the soil ir wel U leof wheeled and tracked equipment when the soil is wet produces rats and comonnin the sea' A prYched.serisonal high water table may limit the use nt aq,olpinerit lo-tIty periods, Olsturt; loco ni tho protecilvo-leyel of,duttonn boinclucod With tha cerefult4o of wheeled end tracked' equipmenl Unsurfnced roads and _nttid trolls are t oil whoa wat, and Duty may be Impassable dun-NJ:rainy periods.. 1.0g9ing require suitable *Surfacing fa., yea-modes° Heck tar mild cenulruelion Is not tuadlly iiiinul.alle in ernes tib Inicrunit Seedling establishment and the hazard of winelthrow are thernain concerns In the producJon of tom Dor Reforestation can be accompriphed hy Clouglan-fir seedlings, If seats ;recta, are present natural reforestation of culriger areas tsy Douglas-fir occurs periodically' When openings are made in the can ppy, invadInglatuahy plents.can delay:Me astablish.ment of seedlings 'Because the roolieg restrIctoo by the compact glacial till !roes odeasionally are suktel.to windthraw. This map unit ia in oecabiuty'subciassille nonirrigaled, 16.dick loarnyeari0 0 to 15 ptrpeht albpei This 'Bey 'dagii somewhat excessively drained soil:is on autwashierreceS It formed in glacial outwesh The native vogetalien isTnetnly,cenifortend shrubs Elavalion is near eea level to 500 feel The'everege annual precipitation is 17 to 25 inches the average annual air tempermure ua about '50 degrees F the 'average' frott-free period' is 160 to 200 days- and the average .growirig season-(st 28 degrees) is 230 to'260days. Typically the surfac.a s.coverad with a Mat of organic material about 2 inches thick. The surface layaris Can prevent the-establishment of seedlings.,Beeause the rootino depth is restricted by the seasonal high.waler table tree frequently are subject to windthrow when the soil is wet arid winds are-strong This map is incapability.subciass Vw .nonirrigated, 44-Ne ilton very graventloarriy.sand, 30 to To percent stiolxop. This- very deep, ArxectSsively-clramed-soil is on lorracepSearpnronts. It formad in glacial outwaSh The native 'vegetation is maitity,conife7s 'end shrubs. Elevation is floor sealevel' lo 1600 loot, The'avorago-annuai precipitation is 30 to 60 Inches, the average ennual alr temperature Is-attaut SD degrees F and the average growing season (at 28 dogrodat 'i220 Lb 260 days Typically the surface Is covered with a mat of.organie material cos.thick- Thecurfacelayd. i.s brown very gravelly loamy uand 4-Inches.thIck 'Inc SilbS0.1 IS dark yellOwish'bieWrEvery Ovally loamy sand 191nches Thick. Thevpper.31.1noes-of Inc subatoturn k yellowish brown very, gravelly foamy sand end the lower part lo depth c11 inches or more ro-yelldwinh brawn extremely gravelly mond, in tromp areas of similar Included soi-% Iu surface MyttriS Very grater:illy sandy lintel or gravelly loamy amid. mci' dad,In-thIC .0111 ure :ratan mods OrElvirttn, Schnell:1u Sh., and Ter17101 flea HICILISJed smolt nrenr, of se!lrithat nte 'sandy 0 nil. aolI that have 0.vc ry 19)volly sandyloam so(face layer rhotethan 16 Oche thIck,Incluclod won irinke ohoal:36 ;vacant or the Irmo ocioola Tho ono oeorpto nnother Pormeabllity of this Soltla very (ariltl Available watior ones/610r very. IOW- I; flodive routing aupthis 00 Inches or more Rtipoffis lilow and the !Warn or roil!), erojilcfs le sitAiar6, This unil'IS used ne,woodlond Thisvnit uiled toltio Production of:Douglas4r oft basissit r 100iyaor she curve the.estImaled mean she index- -for bouglesifle is and- theentas of a 50-yea r she curve. the estimated meaner% inde*,ts I0, Al the culmination of the .mean.itrinual incroment,(CM41) The production of Detaglas;br aUde 65ls 146 cutricluer.per acre -per year The OfIlmited aril grand fir western hernlock aridwaSterh redcedar Among the cOmmon.ferest unaerstrit hien% are Dregon-grape western salel, weStarn swardtern blaCkbe fry red 'huckleberry oceenspray, and twinflowar The main hervestingdmeer is steepness of slope Steepness at sloperoSricte the use of wheafed -end treekedecagpment Ih.Skidding oheratrons; cable larding. .systerne-genarally are safer tnoI en. Steep yarding Patha, Skid traild,anct firebreaks are subjectioNlIng encigullying unless thefarepratected by. water bare:or vegetatida Logging-roads require suitable surfacing- for year rotund Use.,Raurided grevel-fer,read cOnstruodon- is-readily avaifablein areas-otthis unit. Estab,tlehlh-galanteover on the steeper stores° that have 'been- Oth 1:1r filled ?eduoes,erosion. During the first few years- follawir-g road constructian in fertribinationwitheleercutfing, road failures andtandslidec arc liXcly to occur Seedling establishment Is the main -concern In the production'oftimber The draughtiness cil the surface layer cortirbutes to seedling,marlatity Reforestsilron can be accomplished by planting Douglas fir seedlings Sbecrings planted in lf lass fertile aubiotl exhibit poor growth and vigor When openings are made in the canopy Invading brushy plants can deley'lhe establishment- Of seed ngs, This map unit isrn cababilly [tubeless VI's, nonirrigated, 45-Menton, very gravelly sandy lom, 6 te-30 percent slopes, This-vary-deep. excossive5y drained soil IS on toirocu. It formed in gladatoutyleaSh Tice relive vegetation iii molnEy canners and. shrubs: Elevation-is-near sea lever to 1,000 few The average annual prticiplletion m1010 Imhof*, the average- nrinrialeir lemaoraturels about degreertrF the average trast-free period I to.200 dnyr. and the Markle growing season-W.2B' dograeny irr22J ho 2 days TIOlcalry rho wince:is co“ored,wilh a met of drigartie. rnalor'al 1 inch-laick Thu surface tuyor M dork blown vor gmyolly sandy loom fi inches thick Tho subsoi Is dark yollowlan lOttav sand-13 incherrihick Tho-substratuiti to a dePth of f30 itiznet or more Is olive ttrhwn f,X1reMely Siva In some #11103 of slcnitm Irv:Judea SOI:13 Iho surface layer Is very cutlerr tilildy loam as vury graveily'loarny send, InCluded this und.:Oro small' areas of Elwha McKenna, and-Schnorbush Dolls -Alba Included' ere-small of soils that ere' sandy soils that nava a very gravelly sandy tom Suriacd layermOreih an-10 inches thick and- NoltIon,shils that havaslooes el leas1heri.5:perferit, inelOdel areas rriake-op about.npment.of thetatal acreage The percentage vanes lrorn One afea to another' Permeability of 1hA Nertiost-safl is very tepid. Available water,eaparity is very law .Effective reeling depth. is 60 Inches or more 'Runoff is slaw and the hazard of water eresiOn is moderate. This-unit is used Meinly as woodland h is also usecras hayland pattureland and hornesiles This unit issuited lothe produCtion' of Douglas-fir On the basis of a. 100-ye or. sitecurvo, Inc estimated moan-site index. for Douglas-fir Is 141- She on the basis of a 50-.year site cure-therastitnated mean sneindex.is 105: Al the duliniaation of thethean -annual increment (CNA), the prod-uclion of 0,94as-fir at age-65- is 146 cubic feet per acre per year The trees-drif limited extent are grand fir western hemlock, and-Western rodcedar Among the cpramen loreat Understory plants areOregortgrape westemtorae.(enfern saial, western swordfeeri, 41,1,111i. 01.X.WO KIWZ13:: 1 14I cin .%S PQ t' 7 161 ;170r AJ mr.:62 ITE PL.N L *441 Ca:O•tvalLt 11. 21 AO, at'44" rd•NIFfrf 7E7OVIC xi rva. siN,s=‘240-C I '3P1 1 li.S1:01:12t:FE. 4 lIOL 'LLVS;‘,1s1 WOO ]F ORT A NGELES W A S H I N G T O N U S A Public Works Utilities Department September 15 2008 Dan Gase PO Box 2163 Port Angeles WA 98362 RE. Port Angeles Landfill Transfer Waste Disposal Application, WDA 08 -33 Garage demolition at 328 West 14 Street We have received your application for disposal of building demolition debris from the referenced site and reviewed the testing results for lead content. Based on the testing results the debris appears to be acceptable for disposal at the transfer station. A copy of your approved application is attached. This approved must be shown to the transfer station scale attendant at the time of disposal. Please be advised that this disposal application is only for the materials and quantities listed in the application. Materials not listed or in excess of the quantities noted may require separate applications and approval. Please call if you have questions Sincerely A141A1 t•4141— Stephen Sperr P.E. City Engineer End. WDA 08 -33 Copy- Claudia Stromski Bldg N: \PWKS\ENGINEER \WDAPPLIC 08 -33 File: Landfill Solid Waste Disposal Applications Phone 360- 417 -4805 Fax 360- 417 -4542 Website www cityofpa.us Email publicworks @cityofpa.us 321 East Fifth Street P 0 Box 1150 Port Angeles WA 98362 -0217 To City of Port Angeles, City Engineer 321 E Fifth Street PO Box 1150 Port Angeles, Washington 98362 NOTE. All questions must be answered for waste to be approved. 1 Generator Information: Company Name Mailing Address. Phone. Project Name Project Location. 2. Other Contacts (if applicable). Consulting Firm: Contact: Phone Contractor Name Contact: Phone Laboratory Contact: Phone PORT ANGELES LANDFILL WASTE DISPOSAL APPLICATION /JAS &1 s Po. 6o•- 216 3 r)- 280 2 wuT /4i i t .5=7" 42 7 4 2 4-v0 '4. 00 ,41 t. .7.✓c 741- CcJaaat f7 -c55 20 g 'CIO Phone (360) 417 -4803 FAX. (360) 417 -4709 Pv1>A- c-3 5 City of Port Angeles Landfill Waste Disposal Application Page 1 3 Source of Waste Check the appropriate box below and briefly describe the project, process and /or cleanup that will or has produced the waste requiring disposal Include the gasoline service station number (if applicable) CERCLA/MTCA Remediation Independent Remedial Action Unused Chemical Product Spill 4 Waste Material Composition (check all that apply and include percent of total) Soil Concrete /Asphalt Preserved Wood Coal Ash Wood Ash NOTE. Total must equal 100% Ok Ok Waste Material Contaminants (check all that apply) Gasoline Solvents Unused Motor Oil Other 7 s1cn 4z- (4.46(7t44 ,e444-A4 -4.-s 06s4 60 /do Ass Sv2J'►Y tA4e6. -viz Unknown Agency Contact: UST Removal \C Other Source s Foundry Slag Dredge Sediments k- Debris Other (list) NOTE Supply any MSDS information with application if available Ok I', Metals Diesel Heating Oil PCBs Used Motor Oil/Waste Oil Other Petroleum Product City of Port Angeles Landfill Waste Disposal Application Page 2 6 Estimated Quantity of Waste for Disposal 90 Cubic yards 2,5" Tons (estimate both) Drums Other NOTE Estimated quantity for disposal must be within 20% of the quantity actually disposed (10% for projects over 7 500 tons or 5 000 cubic yards 7 Frequency of Disposal y One time 8 Waste Sampling Proper characterization of the waste for disposal requires the collection of representative samples. The methods and equipment necessary for obtaining representative samples of a waste, and the frequency of sampling will vary with the type and form of the waste. Check the appropriate box and briefly describe how and where the waste was sampled Include site maps with sampling locations if possible Number of COMPOSITE samples I number of discrete samples per composite 4 1 Number of DISCRETE samples L f5S3 7 6,A �o n ,Dn S� >c SA 604 2-5 a.t k zl�s[�o�. (444 64i% a ..J S L! c&(A. Cf2Y1 NOTE 1 Unless prior approval has been granted by Port Angeles, the following sampling frequency will be used 0 -25 25 100 101 500 501 1000 1001 2000 ?2000 cubic yards cubic yards cubic yards cubic yards cubic yards cubic yards Monthly NOTE 2. One composite sample shall discrete samples. Tons (estimate both) Annual Other 1 composite sample 3 composite samples 5 composite samples 7 composite samples 10 composite samples 10 plus one sample for each additional 500 cubic yards contain a minimum of three /maximum of five City of Port Angeles Landfill Waste Disposal Application Page 3 9 Waste Analysis The `Dangerous Waste Regulations (WAC 173 -303) shall be utilized to determine the appropriate analytical requirements for waste characterization Ecology Publication #91 -30 (Revised April 1994) "Guidance for Remediation of Petroleum Contaminated Soils' shall also be used to characterize petroleum contaminated soils from UST releases. Submit all laboratory analytical results QA/QC data and Chain of Custody sheets along with this application. (NOTE. The laboratory must be accredited by the Washington State Department of Ecology a) List all analytical test methods used bf/i 1311 /7abn3 b) Provide a narrative as to why the above analytical methods were selected r �J� 4 4. 6.4 .S9 -t.-e 4 7 i.. s it i l 7' 45 661 1/ dam✓ ZUC 24. N ,-}d *4447,.. 5•InMC t.l 2 +152w4 46 /&7- Aft, 4s4<s-As 5 j S on Ski /Un 1n fre/4,pt, 1 1 oP.s.0 5:74.43.3 Gda S e,'� NOTE. Additional sheets attached .c YES NO 10 Soil Classification (**FOR PETROLEUM CONTAMINATED SOILS ONLY') Based on the analytical data and Ecology Publication #91 -30 the soil classification is (check one) Class 1 Class 2 Class 3 Class 4 Calculated Hazard Index 11 Dangerous Waste Affidavit: Based on a review of the analytical test results site history and the applicable regulations this waste is classified as (check one) Neither Dangerous Waste (DW) nor Extremely Hazardous Waste (EHW) Dangerous Waste (DW) and Waste Code Extremely Hazardous Waste (EHW) and Waste Code City of Port Angeles Landfill Waste Disposal Application Page 4 12. Certification. We THE UNDERSIGNED certify that this application is true to the best of our knowledge All information provid d is rrect and the enclosed analytical results represent the proposed waste ateri I to ti est of our abilities. Waste Generator SigrOture Printed Name avo dlssv Company 210* Date City of Port Angeles Apprpval nMtL 9 -/.("-Df Date City Eng ineer /2- Js -DO Approval Expiration Date City of Port Angeles Landfill Waste Disposal Application Page 5 )tN 10 2008 4 49FM NVLLAB AUR NVL Laboiratories, Inc 4708 Aurora Ave. N Seattle WA 98103 Tel: 206.547 0100 Fax: 206.634 1936 www.n 'llabs.com Client: Zenovic Associates, Inc. Address: E. 6th St. Suite 1 Port Angeles, WA 98362 Attention Mr Tracy Gudgel Project Location: ;;28 W 14th St. Port Angeles WA Lab ID Client Sample 28074878 08236A Analysis Report Toxicrty Characteristic Leaching Procedure Lead (Pb) Sampled by C lent Analyzed by Turnveer Khan Date Analyzed: 09/10/2008 mg/ L Milligrams 6 er liter ppm parts per mi lion Note Method QC i esults are acceptable unless stated otherwise. Unless othe wise indicated, the condition of all samples Bench Run No 28.0909 -9 RL ma/ L 0,5 AIHA IH 101861 WA DOE C1765 LANIORATORY Results in ma /L X 05 was acceptable at time of receipt. NO 0543 —Q 2 AC CNRDiITID Batch 2811643 00 Matrix: Bulk Method EPA 1311/7000B Client Project#' 08236A Date Received: 09/09/2008 Samples Received 1 Samples Analyzed 1 DRAFT Results in PPm 05 RL Reporting Limit e LI Below the reporting Limit Page 1 of 1 09/10/2008 WED 16 54 [TX /RX NO 51161 Z002 Jth 1U 2008 449PM NVLLAB AUR NVL Labd Inc. 4708 Aurora Ave N, Seattle, WA 98103, Tel: 206.547.0100 Ernerg. Pager 206.344.1878 1.888.NVL.LABS (685,5227) Client Zenovic Associates, Inc. Street O G (D•'" 5 I. Project Manager Project Location Pc}rt Angeles i,3 r,,.), re *L i 57 ekr4 4Ader Phone; (31 ,50) 417 -0501 Fax (360) 417 -0514 I❑ Asbestos Air I PCM (NIOSH 7400) TEM (NIOSH 7402) Li TEM (AHERA) Q TEM (EPA Level II) 0 Other I 0 Asbestos Bulk 1 Q] PLM (EPA/600/R- 931116) PLM (EPA Point Count) PLM (EPA Grevimetry) TEM Bulk Other Metals Li All 3 Copper (Cu) Nickel (Ni) Zinc (Zn) METALS Total Metals >t,TCLP Q Other Types J Fiberglass 0 Nuisance Dust Rotometer Calibration D Other'(Specafy) of Analysis Silica 0 Respirable Dust Mold/Fungus Condition of Pacica40; Q Good Damaged (no spillage) Severe damage spillage) I Seq. ;M 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 Lab ID Sampled by I Relinquished by Received by Analyzed by Results Called by Results Faxed by U^ I t. Limit Matrix ppm (Mg) ID Air Filter 0 Paint Chips ppb (GFAA) 0 Drinking water paint Chips (Area) U Dust/wipe Waste Water Soil I Client Sample Number I Comments 49 A A CHAIN of CUSTODY SAMPLE LOG Print Below Sian 9 7i .444" r o z4.4. G..o c I r cso( t• I v r NVI. Batch Number Client Job Number Total Samples Turn Around Time Fr iili address Comaany I 2 CU le AOCr4 z-, JUU I— NO 0543 P 3 BATCH ID 2811643 00 1 -Hr 0 24-1-irs 4 Days 2 -Hrs 02 Days 0 5 Days 4 -Hrs 0 3 Days_ 0 6 to 10 Days Please tall for TAT less than Z4 Hn; arcs- r flC.. Arc1 RCRA Metals Ali a Q Arsenic (As) Jtead (Pb) 0 Barium (Ba) Mercury (Hg) p Cadmium (Cd) Selenium (Se) C] Chromium (Cr) C] Sliver (Ag) Special Instructio Unless requested in writing, all samples will be disposed of two (2) weeks after analysis. !AIR Dale Time I9 /fi o I /.3o I I 1 09/10/2008 WED 16 54 [TX /RX NO 5116] 003 I; (0/3/2008) Linda Pangrle Re demo permit question From Trenia Funston To. CCIM Daniel E. Gase Date: 9/3/2008 2 23 PM Subject: Re demo permit question CC: Linda Pangrle Dan, Roofing materials would not need asbestos testing. If the structure has lead paint on it yes that needs to have the testing, which Tracy will take care of Tracy can state on the application that there was no asbestos noted. Trenia 'Daniel E. Gase, CCIM' Daniel .Gase(alColdwellBanker.com> 9/3/2008 2.15 PM Hello Trenia, I currently have an application for a building permit for a new garage going with the City Additionally and actually first in line, is a demo permit for the existing wood frame garage that I plan to replace. The downstairs folks tell me that I will have to request a letter from you indicating that the demolished structure can be delivered to the City land fill. In that effort I have Tracy at Zenovic's office doing the testing for the lead based paint and that report should be in shortly The topic of asbestos was also brought up. My question is.am I required to have an asbestos inspector (I believe he is from Port Townsend) come over to verify that there is no asbestos? The reason I ask is because the garage components include a rather new roof, a concrete slab floor, single pane windows, exposed wood frame construction, wood siding and a metal garage door There is no insulation, no plumbing, no sheetrock. I'm not really sure what they would 'test' and I would love to save a few hundred dollars if at all possible. Any thoughts or feedback? Thanks for your help. Dan Daniel E. Gase, President Certified Commercial Investment Member (CCIM) Certified International Property Specialist (CIPS) Coldwell Banker Uptown Realty 1115 East Front Street Port Angeles WA 98362 Telephone 360 -417 2804 P Please consider the environment before printing this email. Page 1 (9/3/2008) Linda Pangrle 328 W 14 application From 'Daniel E. Gase CCIM' <Daniel Gase @ColdwellBanker corn> To <Ipangrle @cityofpa. us> Date 9/3/2008 12:20 PM Subject: 328 W 14 application Hi Linda, Thank you for your note regarding the requirement for a geo tech report in reference to the pending application for my garage project. Steve Zenovic was on site and will be doing a report for you. Additionally regarding the demolition application a report for the testing of lead based paint should be completed shortly so that Trenia will have info for her letter My question is am I required to have the inspector from Port Townsend come over to verify that there is no asbestos? The reason I ask is because the garage components include a rather new roof a concrete slab floor single pane windows, exposed wood frame construction wood siding and a metal garage door There is no insulation no plumbing no sheetrock. I'm not really sure what they would 'test' and I would love to save a few hundred dollars if at all possible Any thoughts or feedback? Thanks Dan Daniel E. Gase President Certified Commercial Investment Member (CCIM) Certified International Property Specialist (CIPS) Coldwell Banker Uptown Realty 1115 East Front Street Port Angeles WA 98362 Telephone 360 -417 2804 P Please consider the environment before printing this email. Page 1 Application Tracking Action Log Maintenance CITY OF PORT ANGELES SUNQARDPUBUIC SEC1 H i t• iC OK X Exit Cancel 1111 Add standar. Application Tracking Action Log Maintenance Application number Address: Application type: Rev i si on)Pat h/StepISegIA gen cy Action date: Action by Action code: Time spent (hours): iiCorra3�tki repait'.dGfrti;. 08 00001035 328 W 14TH ST RES DETACHED GARAGE A 01 00 PLANNING 82808 SUE ROBERDS ADDITIONAL INFO NEEDED Sequence I Coe ents 1.00 August 28 2008 3 24 02 PM sroberd I Print Construction w /n an ESA area must observe a 25 setback from top of bank in previously disturbed area unless a reduced setback is permitted through a geologic hazard review 2 00 3 00i Highlighted Sequence' indicates line is not available for List selection. S 1k I— CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 32] EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 08 00001034 Date 8/29/08 Application pin number 516726 Property Address 328 W 14TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 4 2029 0000 Tenant nbr name DANIEL CYNTHIA GASE Application type description DEMOLITION Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 2000 Application desc DEMO 513 SQ FT GARAGE Owner DANIEL E CYNTHIA L GASE PO BOX 2163 PORT ANGELES WA 98362 (360) 417 2804 Structure Information 000 000 Permit DEMOLITION Additional desc DEMO 513 SF GARAGE Permit pin number 132704 Permit Fee 50 00 Issue Date 8/29/08 Expiration Date 2/25/09 Qty Unit Charge Per Other Fees Fee summary T Forms /Building Division /Building Permit (05/13/08).wpd Contractor DON LOVE TRUCKING 431 LISEL LANE PORT ANGELES (360) 457 4071 DEMO 513 SQ FT GARAGE BASE FEE WA 98362 Plan' Check Fee 00 Valuation Special Notes and Comments The Fire Department has reviewed the project application and has no comments An approved Public Works Waste Disposal Application is required prior to taking material to transfer station STATE SURCHARGE 4 50 Charged Paid Credited Due Permit Fee Total 50 00 50 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 54 50 54 5.0 00 00 0 Extension 50 00 ex t('e_A G I -II Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction 9 -ii -Do i�ANP L e elm! Date Print Name Sign of Contractor or Authorized Agent Signature of Owner Of owner is builder) CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES CALL 417 -4886 FOR BACKFLOW PREVENTION INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT THE JOB SITE. INSPECTION TYPE DATE ACCEPTED FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT ll's PARKING /LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT 417 -4735 CONSTRUCTION R.W PW/ ENGINEERING I FIRE I PANNING DEPT I BUILDING BUILDING PERMIT INSPECTION RECORD I 417 -4807 417 -4653 I 417 -4750 I 417 -4815 I 1 y� `X P1 :0 YES I NO FINAL SEPA ESA. I SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE DATE YES NO COMMERCIAL FINAL DATE ACCEPTED BY. ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING COMMENTS DATE ACCEPTED BY. DATE ACCEPTED YES I NO oo Q I I I 1 I I I I I I- (8/27/2008) Permits Ci From. 'Daniel E. Gase CCIM' <Daniel.Gase @ColdwellBanker corn> To <permits @cityofpa. us> Date 8/27/2008 8.23 AM Subject: Gase permit additional info requested CC <Ipangrle @cityofpa.us> Hello Linda and /or permit department, During the permit application for the garage demo /construction at 328 West 14th Street you asked for the following information 1 Proof of ownership of the property We had just purchased it and a copy of the final closing statement from Olympic Peninsula Title Company is attached as a PDF 2. Demo Contractor information Don Love Trucking 3 Building Contractor information. McKnight Construction Pete McKnight 285 Black Diamond Road Port Angeles WA 98363 License #MCKNICL953LC Expires 6 -3 -09 Additionally you required a letter from Trenia and that will be forthcoming Thank you Regards, Dan f Port Angeles Gase permit additional info requested 431 Lisel Lane Port Angeles, WA 98362 License #DONLOT*055JM Expires 6 -23 -09 Page-1 Gaoe permit odd�ona info requested 1 r(8/27/2008) PerMits Daniel E. Gase President Certified Commercial Investment Member (CCIM) Certified International Property Specialist (CIPS) Co|dvveU Banker Uptown Realty 1115 East Front Street Port Angeles WA 98362 Telephone 360-417 2804 P Please consider the environment before printing this email. (s/Fi?oos) F)rtilitsPtji of Port Angeles Closing Stetement.pdf, BUYER(S) FINAL CLOSING ,STATEMENT Prepared by OLYMPIC PENINSULA TITLE COMPANY 319-A S PEABODY PORT ANGELES WA 98362 (360) 457-4451 Buyer(s) DANIEL E GASH CYNTHIA L GASE Seller(s) MICHAEL G KALAHAR CAROLE I SKERBECK KALAHAR Lender GASH-NICHOLS PROPERTIES A WASHINGTON GENERAL PARTNERSHIP Property LTS 7 8 9 10 BLK 420 TPA Closing Date 07/31/2008 Proration Date 07/31/2008 Escrow Officer DAWN L,SHIDELER File Number 01091202 SALES PRICE 270 000 00 NEW LOANS NEW LOAN AMOUNT REMITTER GASH-NICHOLS PROPERTIES' PROBATIONS COUNTY TAXES from 07/01/08 to 07/31/08 6 02492 per day MISCELLANEOUS ADJUSTMENTS CREDIT BUYER FOR REPAIRS PREMIUMS FIRE/HAZARD INSURANCE PREMIUM for 1 year(s) 546 00 PAYEE STATE FARM RAY GRUVER ESCROW CHARGES ESCROW FEE PAYEE OLYMPIC PENINSULA TITLE CO ESCROW FEE-SLS TAX PAYEE OLYMPIC PENINSULA TITLE CO RECORDING FEES/TRANSFER CHARGES RECORDING FEES D/T amount $45 00 PAYEE OLYMPIC PENINSULA TITLE CO DEBIT CREDIT 345 00 28 98 45 00 275 000 00 180 75 1 500 00 SUBTOTALS 270 964 98 276 680 75 BALANCE DUE TO BUYER 5 715 77 TOTALS 276 680 75 276 680 75 THIS IS YOUR FINAL CLOSING STATEMENT ALL FIGURES ARE. BASED ON THE ACTUAL CLOSING DATE AS NOTED ABOVE OLYMPIC PENINSULA TITLE COMPANY !ge. I CHANGE SUMMARY A new section providing alternate bracing methods at door and window openings has been added to the code 2006 CODE. R602.10.6.2 Alternate Bracing Wall Panel Adja- cent to a Door or Window Opening. Alternate braced wall Dan els constructed in accordance with one of the following provisions are also permitted to replace each 4 feet (1219 mml of braced wall 'panel s reouired by Section R602.10.4 for use adiacent to a window or door pening with a full length header: Significant Changes to the IRC 2006 Edition R602.10.6.2 E Alternate Bracing Wall Panel Adjacent 119 CHANGE TYPE. Addition 1. In one -story buildings. each panel shall have a length of not less than 16 inches (406 mml and a height of not more than 10 feet (3048 mml Each panel shall be sheathed on one face with a single laver of 4-inch minimum thickness (10 mml wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Figure R602.10.6.2. 8602.10.6.2 continues Max. height 10' 3 /8 min thickness wood structural panel sheathing Min 4200 lb tie -down divice (embedded into concrete and nailed into framing) See section R602 10 6 2 ..l Min width 16 for one -story structures Min width 24 for use in the first of two- story structures Extent of header Double Portal Frame (two braced wall panels) Extent of header Single portal frame (one braced wall panel) Min 3' x 11.25 net header 6' to 18' Fasten top plate to header with two rows of 16d sinker nails at 3' o.c typ. 1000 lb strap opposite sheathing Fasten sheathing to header wtih 8d common or galvanized box nails in 3' grid pattern as show and 3' o.c in all framing (studs, blocking and sills) typ. Min 2x4 framing 1000 lb. strap Min double 2x4 post 8602.10.6.2 Alternate Bracing Wall Panel Adjacent to a Door or Window Opening Typical portal frame construction For a panel splice- (if needed) panel edges shall be blocked and occur within 24 of mid height. One row of typ sheathing -to- framing nailing is required If 2x4 blocking is used the 2x4s must be nailed together with 3 16d sinkers. Min 1000 Ib tie down J device FI Applicant or Agent D,4Ntet„ Property Owner Floor Areas Existina (sa. ft.) Basement 1 Floor /ot, z 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other Total footprint of structures ers i 21 Io s Etrnk l 7 (lv Max. height of proposed structures /4' Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Oituif eYAf/7-A4 Property Owner's Address foo ;3ox2aj ,4 A,u'/Zf Contractor /Engineer 'T 3 c conL4ruG�`al Phone Contractor /Engineer's Address 2 9 b D ►tccvron a el e4 Wck License (Yl CK M I e. Expires PROJECT ADDRESS 3g Parcel Number O( 3ovOD gZo29©o06 Project Type Brief Description. Check all that apply 74 New Construction COl1S�r?� //✓l /✓r4J G3i' SF Addition Remodel Repair Re -roof Demolition Heat System Other -i X Heat pump wood burning stove gas fireplace pellet stove other Residential Commercial Multi family Industrial MOO /h/ /V([ "f E>Kis ;74< 5/3 1F ft. h( o .11v Proposed (sq. ft.) sq ft. Lot size Occupancy group Occupant load Construction type 30. Maa) sq ft. e -3 WocDF. 41 For City Use Only Date Received -2-1 -62 Permit C53— e/ spate Approved Phone //7 Phone 30 745 g834,3 (6— !'9 Lot 7 Zoning ,257 per sq ft. 20, st TOTAL VALUATION Z(j, SZD Lot coverage /.2.i/7 of bedrooms of full baths of half baths -b have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and Jnderstand that it is n,, i esponsiLility to determine what pc mits are equired, and to obtain ennits prior to working on projects Date e --0, P rt Name �AI t 6,45N J 2 �G Ij Signature Forms Building D vision /6i. pit App! v6 Code doc Applicant or Agent DA-/./,r'. I 614 Property Owner bil,oret 4 Cyvy „p c 6,4Sc Property Owner's Address 00x 2/43 /odr !WM- Contractor /Engineer T B DO rru rig Contractor /Engineer's Address 43 l LspA Love e A. _✓W A License DO LOT* r rn J PROJECT ADDRESS 33 I,v Parcel Number ©1' 30000 1/ZD290005 Project Type Brief De Check all that apply New Construction Addition Remodel Repair Re -roof 24 Demolition Heat System Other Floor Areas Basement 1 Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other Date IC: Zf -a- Tn`-, ear E nne i 3 /2-1 (C) BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 scription. I Forms /Building Division /Bldg ermit App! '006 Code doc X Residential Commercial 01,/( Mg1:9/N It 05rE DISP4 1 Existing (sq. ft.) Proposed (sq. ft.) S /3 Max height of proposed structures ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be installed? Construction type rrnt Name NV/cc/. one 'iI7_Z fi0# one 003 53 Phone q 8 362 -2-3 Expires 0 t, 3 —Oci Lot 7 ir Zoning f257 LE�FR 1,eD/ 7 'ZeF/j,H M/41 e ebfbtk eX /Y/,g .5” f 3 ,fie l- .fie ?OWE" ?OWE" Ct NEW L84 s,4' 4E is Heat pump wood burning stove gas fireplace pellet stove other ex/ fattA=� To ,CA1.4d1 To 13t d/s(vN,deCiro Mae To p&Vocr7aJ per sq ft. TOTAL VALUATION Of Total footprint of structures sq ft. T Lot size sq ft. Lot coverage °!o I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and �rnderstand that it is my responsibility to determine what pe mits are required, and to obtain permits prior to working on projects Signature For City Use Only Date Received OR- 21,-02 J ermit �R \I (3 /bate Approved a Multi- family Industrial of bedrooms of full baths of half baths I S PROPOSED GARAGE NOME •13.913.1_ 140700 L S Site Plan 300NN r 20"-0 .8 Keynotes C) CAROL C) 450000 HOU CD MK Lot Coverage ABM STING HOU AREA. NEW GARAGE MEP, BUILDING AREA COVE.° 4.000 REVISIONS ba k ASSOCIATES 1000W 13115114e P44At3S31,W es. 300 450 Gase Residence 328 W. 14th Street Port Angeles, Wa DATE t A- JOB NO. DRAWN BV: SHEET A2 1 PREPARED 12/17/07 10 21 50 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/17/07 ADDRESS 328 W 14TH ST SUBDIV TENANT NBR MIKE KALAHAR CONTRACTOR BLACKPAW ROOFING PHONE (360) 531 1316 OWNER MICHAEL G KALAHAR PHONE PARCEL 06 30 00 0 4 2029 0000 APPL NUMBER 07 00001399 RE ROOF PERMIT BNOP 00 BUILDING PERMIT NO PR FEE REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL99 01 12/17/07 BLDG FINAL TIME 01 00 December 17 2007 8 29 52 AM 1pangrle JOSH 531 1310 BLDG FINAL RE ROOF AFTERNOON COMMENTS AND NOTES Owner MICHAEL G KALAHAR 328 W 14TH ST PORT ANGELES Structure Information Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per 5 00 Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total T.Forms /Building Division/Building Permit (10 /0l /07).wpd CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 07 00001399 Application pin number 549447 Property Address 328 W 14TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 4 2029 0000 Tenant nbr name MIKE KALAHAR Application type description RE ROOF Subdivision Name Property Use Property Zoning Application valuation 6170 BLACKPAW ROOFING PO BOX 40 BRINNON (360) 531 1316 000 000 TEAR OFF RE ROOF WA 98363 Contractor BUILDING PERMIT NO PR FEE REMOVE RE ROOF 116590 165 75 Plan Check Fee 00 11/29/07 Valuation 6170 5/27/08 BASE FEE 14 0000 THOU BL -2001 25K (14 PER K) Charged Paid 165 75 00 4 50 170 25 I (7A/ D7 bDtssf Date Print Name Sign STATE SURCHARGE 165 75 00 4 50 170 25 Credited Due of Contract 00 00 00 00 Date 11/29/07 WA 98320 4 50 00 00 00 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work e complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel e pr •vision, lof an state or local law regulating construction or the performance of construction Extension 95 75 70 00 gent Signature of Owner (if owner is builder) CALL 417 -4815 FOR BUILDING INSPECTIONS CALL 417 -4735 FOR ELECTRICAL INSPECTIONS CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE FOUNDATION• FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT N's PARKING /LIGHTING LANDSCAPING ELECTRICAL LIGHT DEPT 417 -4735 CONSTRUCTION R.W PW/ ENGINEERING FIRE I PLANNING DEPT INSPECTION TYPE DATE RESIDENTIAL 417 -4807 417 -4653 417 -4750 BUILDING PERMIT INSPECTION RECORD BUILDING 417 -4815 112_-(1-o1 I CU-- I T Forms/Building Division /Building Permit (10 /01 /07).wpd ACCEPTED YES I NO FINAL I FINAL DATE SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE DATE YES NO COMMERCIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING COMMENTS DATE DATE ACCEPTED BY. ACCEPTED BY. ACCEPTED YES NO O 'VJ Parcel Number Heat System Other BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant or Agent �Li R- ODP(tAL Phone s a00 S31 131 0 Owner a, t Phone Owner's Address [40'2_ -U 5 f1, 0 T C A fr v i P 4. do -A-. Q 9 Contractor /Engineer _S t7)E Phone Contractor /Engineer's Address o, g(`�C4 (-4 Q 31 0 047 E License R(Ac,_P_ q Mgt IL Expires 1 `l--/ b r` PROJECT ADDRESS `2 L0 l s(, P,As L 4s- Project Type Brief Description. Residential Commercial Multi family Industrial Check all that apply New Construction Addition Remodel Repair X Re -roof Demolition Sign CpAiri 7/M OS i 1 S# wall- mounted projecting freestanding awning other Total sign area sq ft. Maximum allowed sign area sa ft. Heat pump wood- burning stove gas fireplace pellet stove other Floor Areas Existing (sa. ft.) Proposed (sq ft.) Basement 1St Floor 2nd Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other Total footprint of structures sq ft. Lot size Max height of proposed structures ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be installed? Construction type T Forms /Building Division /Bldg Permit Appl. -2006 Code doc 9 For City Use Only Date Received r -21 -01 Permit (3 Date Approved Lot Zoning per sq ft. TOTAL VALUATION n 1 7() sq ft. Lot coverage of bedrooms of full baths of half baths Ok I have read and completed this application and know it to be true and correct I uthorized apply for this permit and understand that it is my responsibility to determine what permits are required d t obtainrm is prior o working on projects r Date tl ('j9 07 Print Name J -135 Signature M'6C-teS q c 65kYS ""oO-- (457 t6'5 tVZ-0-1, -141G+4 3P,e Cri- Phone te;)(--) r ---rpt0v_taxetr-fc-f-j r...00:c. 4- We he eby submit specifications and estimates for hereby SOliWtIZAre cc(047.(v\G eAcc Z),'N ceA.P e\tx2c pc.ASHiocos jr ‘A 4 TAASTiart-C. V47 c 12 L efirs, ve.ock E) fl 1 C kpYvIPDS Ovi 1 -4 e•izs0((:) I L-o cg-_ kbak)A ko ifrok "DAM t5Vk OrC- 07 R gC" (444.ro.,4x-;!0 s 50119 Pr- 7F-7>Q-- -Q7 4 kaN) ike_ uvr\ VP c -by L>t3P4)st -11-(oaxkcij 40?-:'&4)6-€1150V- bit DT- 4:1...s Akikz 4on -PAG5144.-r,pispc th.,vicAA, e -mk )c ),k_ c 0. S SAU tit& L) Sc4/4411C n A.4 CS r-ok Sc)Perb 010. T tjUIM 01, "T--4‘531 k CajZTek_ e\a_ne ZeC'1,4X-E PyuL_ 4Pc Vzo TO (c4-17 4 iS 1 C c vVtC STLZP-2- tik.US 41 ell Oi STOR-e L)/ Act- i\c yeM_Jc-tk-€ T-_ he, (d.' Ct4-5 Ensrr tsvi e,..&vioee Pk-e-e-S TV -4.-fov -NIA/ CC T-DR_ i)tSP -"eq,Clerit()0cs4,?3, Nttkaits,Q\-T We propose hereby to furnish material and labor complete in accordance with the above specifications for the su 5 I 'Cl SOLV-YkT DDLe-44(.P.--S4 (OD Dollars 1 bo OE cz CI with payments to be made as follows Ice- Proposal Submitted To. Address 61o2 c Any alteration or deviation from above specifications involving extra costs will be executed only, upon written order and will become an extra charge over and above the estiffate.-All agreements contingent strikes, accidents, or delays. beyond our control. The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above C-7 /L-6 ropo5at 00 Osiggcat 4rinimiii1111110020: 1111.01 010* Job Name Job# 07_ s 7 Job Location L t ST AtiAGE-z,t,t)A-c-i9"56-i Date Respectfully 034_-t subfnitte,d Note —this.,proposal•friay.beryirithdravip by.uS if not.accpted within --1.1.5,,,••,, ..1•6? 'V 'y acceptance f Pr Signature Page of pages fk. -3/ Signature 7 1 A<- 4 -1 -<i' um Date of Plans L.. L vr tvet- ADOSIAAWt. 2.(0741_, 3011 days. 7 Date of Acceptance IQJfl 15Fer--C: sii-Lke`=" (v T (L VUJV1 I—)L/W t 1 C LC) Vt.- I uv 3 (15.7y1/ Nc381 CI.,.2i)/W 644 Alg -4.1 AGReST ke.." PA--ci V Ac_f_mivrTS . .~ . CITY OF PORT ANGELES LIGHT DEPARTMENT PERMIT NO. 2..Ji 82- ELECTRICAL PERMIT DATE MA-/Z, lID, 10)")0 Site Address: ~ 2 B VIi. 14m Sr. o READY FOR o WILL CALL FOR INSPECTION INSPECTION Installed By: ow 1\1 E:.i(. I License Number: Phone: OwnerlBusiness: M 1c..t-tAB L )U>.LAItAl2. ~~e7-IBI'7 Owner/Business Address: Sq. Ft. SAME:. o New Construction o Remodel ~Service update/alter/repair ~dd/alter circuits o Auxiliary power (list below) o Special equipment (list below) o Overhead o Underground Voltage /W(7.1IO '1&...10 0 3.IZJ Service size o Temporary Amps o Residential Heat KW o Baseboard 0 Furnace/Boiler o Heatpump 0 Other o Commercial/Industrial load Total Connected load (attach breakdown) Total Motor load (attach breakdown) DetailslDescription: ADO '70A f3iZ~~e , INS',t+.u-lio-r TuB , ID KW e W.S. No. Service Capacity: 0 O.K. 0 Not O.K. o Ditch inspection O.K. o Rough.in/cover O.K. o O.K. to connect service ~ Final O.K. Size Comments Date Hold for: 0 Easement 0 Letter o Signed up for service/meter o Meter Department notified for installation o Fire Department notified of inspection o Plan Review approved/pending Site Address: Permit/Receipt No. ? 2--8 W. i4~ :)T. 7..5B'2- ,nsta"eM I New Meters I Date: . 1L.1tA-t:;L j(p.L.A+I A fL 3- i/cr ~o , Notify the Department of City Light by Street Address and Permit Number when ready for inspection. Work must not be covered or electrically energized before inspection and O.K. for covering or service has been given by the Inspector in Writing on the Wiring Report or the Building Permit. PHONE 457.0411, EXT. 158 or EXT. 224. /'~_ NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT 3c.ft ~ Inspector Arno paid WHITE - file by address YELLOW - file by number PINK - Top: Eng, Bottom: Customer GREEN - Top: Inspector, Bottom: City Hall OLYM~IC PRINTERS, INC. ~. /0/5 FEE RECEIPT NUMBER CITY OF PORT ANGELES . DEPARTMENT OF LIGHT APPLICATION AND ELECTRICAL PERMIT A .$;;<D PERMIT NUMBER . TOTAL FEE I~ g.C --- 6li-~ Aa../' CONT. Lie. NO. TIME TO COMPLETE NO. STOAI ES LEGAL OCCUPANCY ELECTRICAL PERMIT ONLY NO OCCUPANCY OR USE ESTABLISHED UND~R THIS PERMIT Site Address 32.8'WI l"'f'~ - . CORRECT ADORES IS RESPONSIBILITY OF APPLICANT Owner' fl1..diu) - K...(q l.q 0/' Owner's Address '3Ze W. 14ft.. Day Phone 4"r; - /& I S- PERMITS WITH WRONG ADDRESSES ARE CANCELLED Installation By Installers Address ~/'/~'-f Installers Phone A pplication is hereby made for fer'l!a i~s all Eie~;Aent as follows: .' DJ5:' .A'L: u: rN b -4' A rg ~ - -- , / Wiring Method k:r;!","'",Y~' -. .. r NUMBER AMP 120V 240V NUMBER AMP 120V 240V USE OF CIRCUIT PEA- 100R FEE USE OF CIRCUIT PEA 100R Fee CIRCUITS CIA 10 30 CIRCUITS CIA 10 30 LIGHT SIGN LIGHT 50 VOLTS OR LESS CONVENIENCE . - .. MOTOR CONVENIENCE -- . ." MOTOR APPLIANCE -" - MOTOR - " DISHWASHER -, . - FIAE .;LAAMS . --. DISPOSAL BURGLAR ALARM RANGE MISC, .. -- - OVEN WATER HEATER LAUNDRY -- DRYER . REINSTALLATION LIGHT FIXTURE # FURNACE . . SUB TOTAL FEE GAS - OIL FURNACE ENERGY FEE ELECTRIC BASIC FEE ELECTRIC HEAT . TOTAL FEE ELECTRIC HEAT SIZE OF SERVICE SWITCH OA CIRCUIT BREAKEA A.C. UNIT ~ AMP PHASE . FEEDER ;301 "J"'-p '/C:fZ." SIZE OF SERVICE ENTRANCE CONDUCTORS -- I -- SERVICE A.W.G. - I SUB-TOTAL SIZE OF GROUND SIZE OF ENTRANCE SWITCH . I certify that the work to' be performed under this pe;mit will be done by the installer and in conformance with the N.E.C. Electrical Code. Date Application made II'2.olei . , ,19 8' ~y /J1t2/",j) .h: --j~L . Date Permit Issued CONTRACTOR OR OWNER (OR AUTHORIZED AGENT) . Perrni.5sion is herebyg!ven to do the above descriqed work, according to the conditions hereon and according to the,'approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Port Angeles. : 1!;;lO ~~_ BY. ECTO FCITY.LIGHT . "-.' t I !j PLANS APPR ED ... Notify Department oi City light by Street Address and Pe it Number when ready for'inspection. Work must not be covered or current turned on before inspection and O. . for covering or service has been given by Inspector in Writing on Permit Placard. A.. Permits Phone: 457-0411 Ext. 158. I' WARNING PERMIT PLACARD MUST BE KEPT POSTED ON THE WORK - SEE OVER _ WHITE. Original CANARY. Duplicate PINK. TriplIcate WHITE CARD - Inspector's Report OLYMPIC PRINTERS. INC REPORT OF INSPECTOR DATE OF VISIT MADE BY REMARKS ,')} ,,~\(l\, -ux O.K. FOR COVERING , O.K. TO CONNECT SERVICE ';;l.\ - " \n ~ ~ FINAL O.K. \ I . z CI II: <t ::IE !!! J: I- Z W l- . l- e z e o . '. \, ,~-, '\.. CITY OF PORT ANGELES LIGHT DEPARTMENT N~ 17564 ELECTRICAL PERMIT G - / c;, F/ Port Angeles, Washlngton.oo............u.......u.....................oo.............. 19._______ In aocordance with the City Ordinance to regulate the installation, extension, or repair of elec- trical equipment in, on. or about any building or other structure in the City of Port Angeles. per- ~:::':4~~;i~~;=;:;;~::~::~~~ Wiring Co;tractor oo?'rcZ:o~.Re..d...l1d;j((!;!,By__.oo....oooooooooom_mm___......__oo..oo__oooo..........oo_oo... Light Outletsm.m__n.____n..uu.um._u_mn Service, volts /<P.:.~<P..z.Q... Type 01 Wiring: "3' No. wires 0.00.......0..........;.:;7--.... Size WlreB...~1-.mmn.munu Main luse ..!..'.:?:''?.I5.L'1mu_m_ S Enclosure ........._............................. Receptacle Outlets...._.....__.......____........ Armored Cable .....___00....__.............. Dryer, KW.n.nn............................_____. Non-Metallic ._u....________..h......nh... Knob & Tubenu...mm..__u.mm__.m.. Range, KW.._._n......___._.._.......___.__.... Rigid Conduit m.mum.mm'.__umm Metallic Tubing mmn___m__UUhmu Water Heater: KW.____m....u...oou Type of wiring; Entrance Cable ............................. Raceway ...............................___._ Circuits, Llght......__________....____............... Utlllty uu_._m__._____mn_._..__mmhnnn. J.Ieat h..n_........................_......._..._... Range ....._._____......______________............. Water Heater ............._....nm_.n_... Motor .___........__.........__...........00_.__.. Heat: KW.hhn.n_......nnu._..._u._n_..._........... Motors: size, volts and phase: Rigid Conduit ....nmnnmm__u_____... Metallic Tubing 000000....___00 Current transformers: No. & Size..............._...nn.__u. Ser. No. ..._.......00..._.___._...........__00....... Ser. No. ........_.................................... Dryer 00000000__........__.............................. Furnace ......................__.'_.............._.._. Ser. No. ._.00.__._._.........._...................... Total Load............hn_n_....h... Ser. No. ...._......_....._.......................... Total ..nhnnn__n..n_n.h........_.... ::~4~~:~:~~~~~~:~~=~ _.n_nnuunnunnhuuud__...n_..nu_v_nuu_n.uuun.ud.hnun_u_hdUh_h______n_nnnu_n...unuuunuuun.n.unhh..nuhhuunuun Permit Fee Treas. Receipt /7/ if III 'l' /1 . Ctf ()Z /t"<</kL-4----R__ $00.................................... No............................. By _...m...............m'.....nm........."..~..,...~..4--::::. NOTICE--Current must not be turned on until Certificate ot Inspection has been issued. It work Is to be con. cealed due notice must be given the Inspector so that work may be inspected berore concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION N~ 1 7564 ELECTRICAL PERMIT \ \ Addresshu.-rmnm______nmmm__m______mmm__mm__umum.m...m.m.__m.__m.m.---.---m---..m--mm.hDate_Jr__..n______u_.mmm_......_.__'._n'__m.__ Owner nm.m..mm__m.mm__m______m_u_mm___m__nn..___._mm._m____.....__mn...h.m___m__mm__ Tenant..__m__ ~ . _~jrl::;I;=:~;~~~.=~:~.=:.-~.~..;i~.~~..~:..~~~;.;--~-~-~;~;::~:-~~-.;=-~=;~~:--~= ::~:::I~~~~~:::~I::~~~~::I~::~~::~~:::c~~. cealed due notice must be given the Inspector so that work may be inspected betore concealment. /' 1M Olympic Printers, Inc. ri CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT N~ 17558 . 6 -y f/ Port Angeles. Washlngton.........m....................m......m.....m........... 19........ In accordance with the City Ordinance to regulate the installation. extension. or repair of elec- trical equipment in. on, or about any building or other structure in the City of Port Angeies, per- mission is hereby granted to dO electrical work as listed below. Address ......ji!._.f.....~..../.:.~........._........n.._.___n__... Occupancy.._..~.~...._.______.____._.__..... ~::~~~.:~::~~~-:::;?~e~::::::E:~~~~~::;:;:::::.:::..:::::::::::=::::::::::::::::::=::::::::::::::::::: Light Outlets............... ..............._.._.... ServIce, volts ......-----T-2.......... Type 01 Wiring: Receptacle Outlets......................... __... No. wires ................................__..... Armored Cable ............................. Slzs Wlres....:('--j;:;f--_.. Main fuse ...~___.___........._.._........... Enclosure m..._.S;.............__m__...... Dryer, KW nnn..____.....:..Uh......_..._.n____ Range, KW....n.h__.......... Water Heater: KW..._..___n__...._.....n..n......___ Type of wiring: Entrance Cable ......__m.___m......__... Heat: KW.h...U......................................nu. Motors: size, volts and phase: RigId Conduit U..___md.... Metallic Tubing ...___._.... Current transformers: No. & Size......__............................... Ser. No........__......__.._..._..........._.._....... Ser. No. ........................................__... Ser. No............................................... Total wad..._......................... Ser. No.............._..._......._.._.............. Non-Metallic ..............................._. Knob & Tube................................_ RIgid Conduit ..........................._._ Metall1c TUbing ....._..........._.......__ Raceway .....___......................._......_ Circuits, Llghtm__...................___..___..._.. Utility ........____._..............._____........... tIeat .___.__..._............................_...... Range ........................____...._.........._. Water Heater ............................... Motor ..__.............................._.......... Dryer _.........._..................................__ Furnace ........................._~._.___..__..._.___. Total....................................... ~~:::~~:...::::::::::::::~~::::~~::::::::~:~r1:::::~::::::::::=:~~::~~:::==~~:::::::::::::::::: nnn...............................__.__n............n......nn..........................._..nmn._...mm...~...'..---.....-m-....n...m......n....... ;~~.=.~~..~~~.........n.....n. ::~.~.~:..~~.~.~~~.~__..m. By ...q;....~~~.~LcL~ NOTICE-Current must not be turned on until Certificate of Inspection has been issued. If work is to be con. cealed due notice must be given the Inspector so that work may be inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION ELECTRICAL PERMIT N~-17558 Address....__..__................................._...._..._h......._._____.._.._..___..._............_...................____._.............Date..___._.....:........._.........._......___...._......... Owner.._................................_.........._......_...................._.___.._.__...._..............__.............._.._.Tenant_..___.._..._..._..__........__________._____._.............._...___ . Wiring Contractor..................................._........._h.._..._........_..................._.___..............................__ By............_J....._............._........................... I . J \ NOTICE-Current must not be turned on until Certificate of Inspection has been iss1fed. If work Is to be con- cealed due notice must bs gIven ths Inspector so that work may be Inspectsd belore concs\ent. .. \ ' .. ' , 1M Olympic Printers, Inc. ' ELECTRICAL PERMIT CITY OF PORT ANGELES 360 -417 -4735 Application Number . , . 15- 00001459 Date 11/20/15 Application pin number . , . 530006 INSPECTOR: Property Addrees , . . . 328 W 14TH ST ASSESSOR PARCEL NUMB2J2: 06-30-00-0-4-2029-0000- SERVICE Application type description ELECTRICAL ONLY Subdivision Name . . . . . , ROUGH -IN Property Use Property Zoning . . . . . , . RS7 RESDNTL SINGLE' FAMILY Application valuation . . , , 0 COMMENTS: Application desc 4- SECURITY CAMERAS Owner -- ------------ COW"ractor ----- - - - - -- DANTEI; AND CYNTHIA GASE ------------------------ SECURITY SERVICES NW 328 W 14TH ST PO BOX 660 PORT ANGELES WA 983627608 PORT TOWNSEND WA 98368 (800) 859 -3463 Permit I I , , , . ELECTRICAL ALTER REBTDRNTTAL Additional desc . , Permit Fee 64.00 Plan Check Fee 00 Issue Date 11/20/15 valuation 0 Expiration Date 5118.116 Qty Unit Charge Per Extension 1.00 64.0000 B.CH •EL- SINGLE CIR TIMTTTD RES 64.00 Fee summary Charged Paid Credited Due Permit Fee Total. 64,00 64.00 .00 00 Plan Check Total .00 00 .00 Q0 Grand Total 64.00 64,00 .00 .00 REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN FINAL COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: CAEXCIIANGE BUILIDNCT 61. 11/16/2015 MON 18!37 PAX 360 797 8482 Security Services N W tM 41 CITY OF PORT ANGELES PERMIT APPLICATION NO 6; Building Division/Electrical Inspections 321 Enst Fifth Street — P,O. Box 1150 /Port Angeles Washington, 98362 11h; (360) 417-4735 Fax: (360) 417-4711 Date' 2 Single Family Dwelling Plan Review Ralreyfge,�Vplete Electrical Plan Review Information Sheet Job Address., W>TW Gulld(ng Square Footage: 08scriptlon of above 'VI 4 Owner rmatlan llth Contractor Information Name: &We- Name: Mailing Add3sa,,3-24 P, 7ZR ?f-. Mal4rl Add [.I. to _Zip; IHY-1,4 0-5�f slate: ZIP::: FhoPa;3a--Vj? -7051 Fax: Pho' n 19 K M 4 jr�! 1.1consWExio License E%-615jr4sa oc�-- /6)!l .17,01L r Item Unit Charge r f Total (Q1V Multiplied by Unit Charge) Service /Feeder 200 Amp, $120.00 $ S81`010e/Feeder 201-400 Amp, $146.00 - Service /Feeder 401.600 Amp $205,00 Service / Feeder $01.4004 Amp. $262.00 ServicelFeador over 1000 Amp, 373.00. Branch Circuit VW Service Feeder 5.00 Branch Circuit WIO Service Feeder 63,00 $ Each Additional Branch Circuit 5.00 $ Branch Circuits 1-4 $ 75.00 - $ Temp, Soryloal Feeder 200 Amp, $ 93100 $- Temp. ServicBIFeadar 201.400 Amp, $ lio"00 ToMp, ServIceill'sed@ r 401.800 Arnp. $ 14100 Temp, ServiceiFeeder 601 -1000 Amp $160-00 Portal to Poriat Hourly $ 96,00 $ Signal Circuit/ Limited Energy -1 & 2 Pamlly Dwelling $ 64,00 Manufactured Home Connection $120.00 $ Renewable Electrical Energy - 5KVA System or Less $102.00 Thermostat $ 56,00 Nc W: $5.00 far each additional T-Scat NEW, COU aTRUCTION QNLY: First 1300 Square FL $120.00 $ Each Additional 500 Square Ft, or Podon of $ 400 $- Each Outbuilding or Detached Garage $ 74.00 $ Each Swimming Pool or Hot Tub $110.00 $ T 0 t a I Owner as definad by RCW.19.26.261: (1) Owner will occupy the structure for two years after this electrical permit Is finalized. (2) Owner is required to hire an electrical contractor if above said property la for safe, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor, I am making the electrical installation or alteration In compliance with the 61sntriral laws, N.E.C., RCK Chapter 19.28, NAC, Chapter 296-468, The City of Poll Angeles Munli:lpal Code, and Utility Specifications and PAMC 14,05,050 regarding Electrical Permit Applications, Signature of owner, eleclirleal contractor or electrical administrator,. 171 cagli K check ❑ Credilt Card illi 0116112012 ci &11.S '61er-eh Pos-L