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HomeMy WebLinkAboutBLD2014-00072 .UILDING PERMIT APPLICAIGN BLD14-00072 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00072 Received Date: 2/28/2014 SITE ADDRESS: 322 PIPER RD QUILCENE, 98376 OWNER: JOHN H BUGAJ PHONE: 360-765-3768 LORI E BUGAJ 21021ST AVE E SEATTLE WA 98112-5317 TURNER SHORT PLAT SUBDIVISION: Block: Lot: 2+ PARCEL NUMBER: 701201012 Section: 20 Township: 27 N Range: 01 W CONTRACTOR: JARAGOSKY CONSTRUCTION INC PHONE: 360-765-0363 288975 HWY 101 QUILCENE WA 98376 Contractor's License JARAGEL866BP Expires 1/17/2016 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP 32x34 Pole Building, garage/shop, no heat, no plumb TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 21,760.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 1,088 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $278.00 MEB 02/26/14 148415 Plan Check $180.70 MEB 02/26/14 148415 CGCa A}uno3 UOSJOf}Or State Building Code $4.50 MEB 02/26/14 148415 111OZ 5 Nnr Total: $463.20 O 1AO ddV wir4er...r1e1riot■nlf.r.,,c1❑ RI r o..., Mel..,* 9lOAMMA k�v-SON (-0, DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 Tel: 360.379.4450 Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment -S,1/1 No td E mail:dcdfc%co.iefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT #: BLD14-00072 APPLICANT: JOHN H BUGAJ PHONE: 360-765-3768 LORI E BUGAJ 210 21ST AVE E SEATTLE WA98112-5317 SITE ADDRESS: 322 PIPER RD Issue Date: 06/5/2014 QUILCENE, 98376 Final Date: 8/18/2015 SUBDIVISION: Block: Lot: PARCEL NUMBER: 701201012 Section: 20 Township: 27 N Range: 1W PROJECT DESCRIPTION: 32x34 Pole Building, garage/shop, no heat, no plumb THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 8/18/2015 \\tidema rk\d atalfo rms1F_BLD_Occupancy.rpt 8/19/2015 4gON co e oY JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 9`Sff N6 Date: Time Received: —7 // ;j 0 arr{?pm Mon. T e.,; Wed. Thur. Fri. / Date: W-% BLD: l 71 Contact Name: Owner: Contact Number: 360 Address: 1 '2-z- i0//'f7< ,1L, 206 7O (y E, c' Notes: 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 x Setbacks Floor Foundation Wall Address Posted Block & Tile Ceiling W�wge°''' `'ooy JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT /*/ l'FHr NG's° Date: /2 /f/J4me Received: 735 am/ Mon. Tue. Wed. 412, Fri. Date: _ I L. S a' • BLD: Contact Name: Si , —I Owner: �n b Contact Number: 360 I l Address: 322, P / r2� 206 Notes: CrCt OOb / Na °fl1Q _ 1,;‘11P 60 15/p 2A(Y114 l V bctet ) 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 Finallnspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling ���5"'' co JEFFERSON COUNTY `, Z DEPARTMENT OF COMMUNITY DEVELOPMENT qs/f7 voTo Date: —1-f Time Received: 7„ ar pm Mon. iffl, Wed. Thur. Fri. Date: S- BLD: /6/ — 7 Z Contact Name: \i-e•l'y Owner: Contact Number: 360 74,5--- Q,563 Address: 322- 1))P -r RP 206 Notes: g.44--c. coo_e_ 3O0 6 Foundation Plumbing Framing Propane Tank Mechanical Setbacks ( Under-ground Framing Underground Furance Footing 1( 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 A ....,,,,,_; ;_..., JEFFERSON COUN• \ N40148415 DATE 2/N/( 4 - RECEIVED FROM r e_ y A' `0.0 ski DESCRIPTION BARSN^n AMOUNT CURRENCY Vt��AZ v,�.�1 �� COIN .704_6_, re,, G L(�'" CHECKS 4 ;� % P" e`e`-)�y t 2 C'47 -P `s [ U)' "46 2 S .c lie Srlt m 13 n O it RECEIVED BY (VIA • TOTAL V - 23 ` f i I A r, .L:....,, ,. . '..,.... .400011111.11,■ ■� tIVVIIVttKIIVV t 2700 Market St. NE 503 589-1727 pectai sts in PCs r6ime EI gIneering Salem, OR 97301 FAX 503589-1728 POST FRAME BUILDING STRUCTURAL CALCULATION (This structure has been analyzed and designed for structural adequacy only.) PROJECT No. 1102214 BUILDING OWNER / LOCATION: John & Lori Bugaj 322 Piper Road Quilcene, WA 98376 CLIENT: Jaragosky Enterprise 288975 Hwy 101 Quilcene, WA 98376 ENGINEER: val t. Fra '10 a w ,'�yJ c1-2_ 6/ IC89 AL 11443% Property of Alliance Engineering of Oregon. Inc. Unauthorized duplication prohibited. Copyright ,: Alliance Engineering of Oregon. Inc. 2700 Market Street N.E Alliance Engineering of Oregon, Inc. Phone: (503) 589-1727 Salem, OR 97301 www.aeOregon.com Fax: (503) 589-1728 • 1/29/201.102214(Bugaj)32x34x10.xmcd 1 POST FRAME BUILDING REFERENCES: 1. 2012 Edition of the International Building Code 2. ASCE 7-10- Minimum Design Loads for Buildings and Other Structures American Society of Civil Engineers, 2011 3. 2012 Edition, National Design Specification (NOS)Supplement For Wood Construction, American Wood Council, 2011 4. ASABE EP486.2-Shallow Post and Pier Foundation Design American Society of Agricultural and Biological Engineers, 2012 • • 1/29/2014'"1102214(Bugaj)32x34x10.xmcd 2 DESIGN INPUT VALUES: Building Dimensions %A/monitor:- 17-ft Width of Main Building W,,hed:= 7.5-f1 Width of Eave Sheds H,,,IX,;t,:= 16-ft Height of Main Building Fished:= 10-ft Height of Eave Sheds Lbldg:= 34-ft Length of Building Wbiag= 32 ft Total Width of Building Rpi,ehsf 3 / 12 Roof pitch of monitor Rp;tehs:= 3 / 12 Roof pitch of sheds O, ,a„&tit:= l8-in Length of monitor Ove,1„„gs:= 18-in Length of shed eave overhang eave overhang Bay:= 12-ft Greatest nominal spacing between eave wall posts := 24-ft Total width of openings in left gable wall WRgabl e „•ate:= 0-ft Total width of openings in right gable wall WFeiv ;nge:= 1241 Total width of openings in front eave wall WRea„. .ag,:= 12f1 Total width of openings in rear eave wall Design Loads for Building: Risk_Category :-_ FIFE Wind Design Values: Wind Speed: Wind Exposure: Vwind = 110 mph F161te:_ Seismic Design Values: Site class :_ SA:= 1.546 Mapped spectral acceleration for short period SI := 0.540 Mapped spectral acceleration for 1 second period Ra:= 7 Response modification factor Roof Load Design Values: pa:= 30-psf Ground snow load Pd = 5 psf Roof dead load Roof type is = "metal sheathing” PLC:= 20-psf Roof live load pd2:= 0-psf Additional truss bottom chord dead load (if applicable) • 1/29/20141102214(Bugaj)32x34x10.xmcd 3 DESIGN INPUT VALUES (Continued): Structural Members for Building: Shed Eave Post Properties: (Solid rough-sawn post unless otherwise specified) Spost :_ 5x6 Post Species := Post Grade 1 Hem-Fir 'I 2 —i Interior Monitor Post Properties: (Solid rough-sawn post unless otherwise specified) Srost2 6x6 Post Species2 := Post Grade2 := 1 Hem-Fir 12 Purlin Properties: Girt Properties: Spurlin:= Sgirt 1Sx26 j 1Sy26 .� Pur1m iee := { Gi[t, 1C9 I Doug-Fir 1 Doug-Fir Purling„ := 12 12 �I Purlin,P, := 21-in Girt,p,oing := 24-in Post Hole and Footing Design Values: gaoi1:= 1500•psf Assumed soil vertical bearing capacity S,o;t= 100 psf Assumed soil lateral bearing capacity roan• := 1.5•ft Shed eave post footing diameter di, ; M:= 2•ft Main interior post footing diameter Slab and backfill information Concrete_slab (Yes I Backfill_type:_ 'Granular j Main eave post hole backfill (GO TO LAST PAGE FOR SUMMARY OF RESULTS) • 1/29/2014 1102214(Bugaj)32x34x10.xmcd 4 SNOW LOAD ANALYSIS: For roof slopes greater than 5 degrees, and less than 70 degrees. pg= 30psf Ground Snow Load(from above) R = 14.04 deg Angle of roof Ce= 1.00 Exposure factor C, = 1.00 Thermal Factor C, = 0.86 Roof slope factor 1s = 1.00 Importance factor 1. Determine Roof Snow Loads: pf:= 0.7 Ce-CrIs Pg Equation 1 pf= 21 psf Flat roof snow load; Roof slope < 5deg Ps Cs'Pf Equation 2 ps = 18A psf Sloped roof(balanced) snow load 2. Determine final snow load, ps„ ps„= 30 psf Final roof snow load • 1/291201,02214 (Bugaj) 32x34x10.xmcd 5 WIND ANALYSIS: Method 2-Analytical Procedure Vwind = 110 mph Wind Speed kd= 0.85 Wind Directionality Factor lcn= 1.0 Topographic Factor hZ= 0.585 Wind Exposure Factor(windward) Iw = 1.00 Importance factor qh= 0.00256 k•I •kd-Vaad2•lw qh= 9.25 psf Velocity Pressure Calculated Wind Pressures: Windward Eave Wall: Leeward Eave Wall: q„„:= gh'GCpfww qh, gh.UCpa„ qww= 4.42 psf qi,= -3.46 psf Windward Gable Wall: Leeward Gable Wall: gwwg gh.GC0.„wg glwg:= qh.GCon gwwg= 3.70 psf glwg= -2.68 psf Windward Roof: Leeward Roof: qwr q .GC wr qh. qh'GC.:p& qwr= -6.38 psf q�= -4.03 psf Wall Elements: Roof Elements: qwc gh.GCpfw q1:= gh•GC0. qwc= -7.62psf lr= -7.40psf Internal Wind Pressure(+1-): g,= yh'GCp; 9i= 1.66 psf • 1/29/2014-1102214(Bugaj) 32x34x10.xmcd 6 SEISMIC CALCULATIONS: . Sa = 1.55 Mapped spectral acceleration for short periods(from above) Si = 0.54 Mapped spectral acceleration for 1-second period (from above) le= 1.0 Importance factor R,= 7 Response modification factor(from above) 1. Determine the Seismic Design Category a. Calculate Spa and Sul For Spa: For SDI: For Sa = 1.55 For S1 = 0.54 Fa= 1.00 F,= 1.50 SMS Sa'Fa SMI := SIFI. SMS= 1.55 S,bt1 = 081 • ( )2SDs (-2}Sluts SDI j'SMI ■.3 .3/ Sus= 1.03 SDI= 054 Seismic_Design_Category= "D" 2. Determine the building parameters Building dead load weight,W: W:_ [W s g[� 2) + +[ .(wig + g Hmitor bld ' ld '_Pf � Pd 1'bld 'Pd W= 10720.0lb Building area,Ab: . Ab Ibldg'WbIdg Ab = 1088 11 • 1/29/2014.1102214(Bugaj)32x34x10.xmcd 7 3. Determine the shear force to be applied a. Determine the fundamental period, T FIr o = 2.1311 Height of main roof r�m ( \0.75 u 1totM "monitor + T,:= .02- 2 T := T, T = Oil s ft b. Detemine the Seismic Response Coefficient, C5: Cs is calculated as: But need not exceed: Sos Co =0.459 Cs2 = R But shall not be less than: Cs2 = 0147 Cst = 0.045 Ca = 0.147 Seismic Reponse Coefficient to used in determination of seismic base shear c. Detemine the Seismic Base Shear: Cs.W V - 15781b base shear- 4. Determine the seismic load on the building: Since Seismic_1)esign_Category = "D" , p = 1.3 F = 1436 lb Seismic load on building • 1/29/2014 1102214(Bugaj)32x34x10 xmcd 8 BUILDING MODEL: STEP 1: DETERMINE THE SHEAR STIFFNESS OF THE TEST PANEL This procedure relies on tests conducted by the National Frame Builders Association. The test was conducted using 29 gauge ribbed steel panels. These ribbed steel panels are similar to Strongpanel, Norclad,and Delta-Rib which are in common use by builders in this area.The material and section properties for the test panels are thus reasonable and will be used throughout. The stiffness of the test panel was calculated to be: c=2166 IbTn STEP 2: CALCULATED ROOF DIAPHRAGM STIFFNESS OF THE TEST PANEL c'= (E X t)/(2 X(1+V)X(g/p)+(K2/(b' X t)42)) Where: E5 = 27.5x10"6 psi(modulus of elasticity for steel) t= 0.017"(thickness of 29 gauge steel) V= 0.3 (Poisson's Ratio for steel) g/p = 1.139 ratio of sheathing corrugation length to corrugation pitch b'= 144"(12'-0"length of test panel) STEP 2.1 This equation was set equal to the stiffness of the test panel (2166 lb/in)and the unknown value (K2)was solved for. K2= 1275 in4 sheet edge purlin fastening constant STEP 2.2: Use new building width to determine stiffness of new roof diaphragm (ch ): W bld 4 s m K2:= 1275 n = 14.04 deg Angle of roof pitch 2 from horizontal bncw:= 0) t:= 0.017 in Est:= 27500000-psi bnew= 198 in Esteer t C K 2.961 + 2 lb c= 4044— (b„,4)2 in STEP 2.3&2.4: Calculate the equivalent horizontal roof stiffness(ch)for the full roof: Since ch is for the full roof,the roof length must be ratioed by the aspect ratio of the roof panel (b/a) where "a"is the truss spacing in inches. 2 bnew a:= 13ay ch:= 2-c.ws(0) •- a lb a = 144 in ch = 10463— in • • 1/29/2014"1102214(Bugaj) 32x34x10.xmcd 9 STEP 3: DETERMINE THE STIFFNESS OF THE POST FRAME(k): Since the connection between the posts and the rafters can be assumed to be a pinned joint,the model for the post frame can be assumed to be the sum of two cantilevers(the posts)that act in parallel. The stiffness of the post frame can be calculated from the amount of force required to deflect the system one inch. The spring constant(k) in pounds per inch of deflection results directly. k= 566 p1i STEP 4: DETERMINE THE TOTAL SIDE SWAY FORCE(R): Apply wind loads to the walls to determine the moment,fiber stress and end reaction at prop point R. Calculate Total Wind Load: qe= 9.6 psf wind load gwwpost= qe-a gwwpust= 9.6 ph 2 t'eost bndg Mwind gwwpost 8 ) Mwind = 13997 in-1b Mwind fwnnd "xeavepost (wind = 194 psi ( R:= 3-gwwpost ivust-bndg R= 389 lb 8 ) STEP 5: DETERMINE THE RATIO OF THE FRAME STIFFNESS TO THE ROOF STIFFNESS: This ratio (kt cl)will be used to determine the side sway force modifiers. — = 0.054 • STEP 6: DETERMINE SIDE SWAY RESISTANCE FORCE: mt.) = 0.946 STEP 7: DETERMINE THE ROOF DIAPHRAGM SIDE SWAY RESISTANCE FORCE: = mD•R Q = 36816 Since not all of the total side sway force (R) is resisted by the roof diaphragm,some translation will occur at the top of the post.The distributed load that is not resisted by the roof diaphragm will apply additional moment and fiber stress to the post. Mdfi= 3028 in•lb fdfl = 42 psi Calculate the total moment and the total fiber stress in the post. Mtnt aMwind + Mda M = 16268 in-lb fro= mD.fwind + fdfl cot= 226 psi • 1/29/2014 1102214(Bugaj)32x34x10.xmcd 10 SHED EAVE POST DESIGN: Calculate allowable unit compression stress, Fcc. Fc1 = 575 psi Fe Dsnow'Cr McpostCtpost'CFcpost'Cipost Fc= 661 psi Allowable compression stress including load factors I1 b„dx = 108 in Bending length of post dpud= 6 in Minimum unbraced dimension of post Ke:= 0.8 c:= 0.8 I% in_woad = 400000 psi Emin Emin_wood'CMEpost CtpostE'CipostE = 400000 psi lc K 'Ipost bndg 4= 86.4 in 0.822.E'min FcE := FcE = 1586 psi I aPosti Calculate Column Stability Factor, Cp: 2 FcE 1 1 FcE FcE 1 + + Fc Fc Fc C :_ — — — C = 0.89 p , 2•c 2-c , c Fcc:= Fc-Cp Fec= 591 psi Allowable compression stress on the post Wroof= 35 psf Total roof loading Pdcsdpost= 315 lb Axial loading per post due to roof dead load liroofpost = 1260 lb Axial loading per post due to live roof load = 2106 lb Axial loading per post due to roof snow load Psnosl (load case 2) Psnowpnst is= 13231b Axial loading per post due to roof snow load (load case 5) Fbi = 575 Psi Eb:= Fb1'CDwind'CMbpost'Ctpnst'C[.posf CFbpost.Cfiipxt'Cipost Fb= 920 psi Allowable bending stress per post including load factors • 1/29/2014.2214(Bugaj)32x34x10.xmcd 11 Check Load Cases: Load Case 1: Dead Load + Live Roof Load fbi 0 fbi = Opsi Actual bending stress on post Pdeadpost+ PLr,fpost fc:_ = 44 psi Actual compression stress per post AP'mt ( fe \ CCFALII := — \F cc, CCFAI.1 I = 0.07 Load Case 2: Dead Load+ Snow Load fbi := 0 fbl = 0 psi Actual bending stress on post := Pdertdpost st fc= 67 psi Actual compression stress per post APost fe CCFALI2 := — F� CCFA1.12 = 0.11 Load Case 3: Dead Load + 0.6*Wind Load fbl := ftot fbi = 226 psi Actual bending stress on post Pdeadpost fc:= �= 9 psi Actual compression stress per post APDA 2 f 61 CCFALI3 := — + �rcc Fts' 1 - fc Ill Fj CCFALI3 = 0.25 • 1/29/2014 1102214(Bugaj) 32x34x10.xmcd 12 • Check Load Cases - cont'd: Load Case 4: Dead Load + 0.75 *(0.6 *Wind Load) + 0.75 ' Live Roof Load fbi := 0.75.(ftot) I'm = 169 psi Actual bending stress on post Pda ,t+ 0.75•PL fp„t fe:= fe= 35 psi Actual compression stress per post Apost �2 f CCFALI4 := � + bt ( Fcc/ ' fe l Fb. 1 — —fcEf CCFALI4 = 0.19 Load Case 5: Dead Load +0.75 • (0.6• Wind Load) + 0.75* Snow Load fbl := 0.75•(ftot) fbt - 169 psi Actual bending stress on post Pdeadpoat+0.75-Panowpost fs ft: 1,= 36 psi Actual compression stress per post APost 4 2 f CCFALIS :_ - + bt • lFce Ft,'(I f c CCFAI.IS = 0.19 FoE Load Case 6:0.6* Dead Load+0.6 *Wind Load tbt := ftot ft,' = 226psi Actual bending stress on post 0.6•Pdendpoat f,, fc= 5 psi Actual compression stress per post APDA ( fc �2 fm CCFALI6:= + ( f Foci Fb. 1 CCFALI6 = 0.25 FcEJ CCFALI = 0.25 Less than or equal to 1.00 thus OK • 1/2912014002214(Bugaj) 32x34x10.xmcd 13 DETERMINE GABLE WALL SHEAR LOADS: 1. Determine the wind load on the eave wall to be resisted by the gable wall in shear: qe= 9.6 psf Eave wall wind pressure from above y,t,of= 4.8 psf roof wind m (0.375. ).Finonitor'1-bldg 9e) + (11weLm.Lbldg'9roof) Veave_vcind Veave wind= 110016 2 2. Determine the seismic load to be resisted by the gable wall in shear: Veave Veave seismic — _seismic = 718lb 2 3.Determine the controlling load to be resisted by the gable wall in shear: The controlling load= "Veave_wind" Therefore, Vg,ble go" 1100 lb Vgable_shear is the shear load that is transmitted through the roof diaphragm to each gable wall. Normalize the load to a per foot basis. V gable shear vlgablewall W Vlgablewall= 137 plf Left gable shear load bldg — WL gabiwpenings Vgable_shear v*gablewau "bldg WR gableopenmga yr�blewall= 34p1f Right gable shear load ' The gable wall diaphragms can resist the shear loads as follows: Vlgablewall< 200 plf Then install 7/16"OSB, 1/2"CDX plywood or 5/8"T1-11 exterior wood sheathing with 6d nails at 6"o.c. boundary and 12"o.c.field. Provide 2X blocking at all panel edges. vTgablcwall< 110 plf Use 29 gauge metal sheathing. Install per the Typical Screw Schedule as shown on the Standard Details drawing in the engineered drawing package. • 1/29/2014002214 (Bugaj) 32x34x10.xmcd 14 DETERMINE EAVE WALL SHEAR LOADS: 1. Determine the wind load on the gable wall to be resisted by the eave wall in shear: qg= 9.6 psf Gable wall wind pressure limas= 1.9 ft Height of shed roof Wmo tutor Vgable_wind:= C0.375.mD•(1-1s )-W 4 + 0.375-mD 2 jlelg ... Wmonitor P.54 4Wshedi +[0-54 )' 11148 LL 2 - Vgable_wind= 873 lb 2. Determine the seismic load to be resisted by the eave wall in shear: Vgable_seismic:_ — 2 Vgable_seismic= 718 lb 3. Determine the controlling load to be resisted by the eave wall in shear: The controlling load= "Vgable_wind" . Therefore, Veave at,ear= 873 lb Veave shear is the shear load that is transmitted through the roof diaphragm to each eave wall. Normalize the load to a per foot basis. Veave shear vfeavewall:= vfeavcwall= 40 pH' Front eave shear load Lbldg — eaveopenings Veave shear `Teavesall i$ _ WR \TcaVeuap = 40plf Rear eave shear load lag eaveopimings The eave wall diaphragms can resist the shear loads as follows: vf„.„.,.ail s 110 plf Use 29 gauge metal sheathing. Install per the yr If Typical Screw Schedule as shown on the Standard CBV < 11U p Details drawing in the engineered drawing package. • • 1/29/2014 1102214(Bugaj) 32x34x10.xmcd 15 EMBEDMENT FOR SHED EAVE POST: Calculate the minimum required post embedment depth for lateral loading for the eave posts. Post_is = "constrained by a concrete slab" Va= 5871b Lateral shear load at the groundline Ma = 6781b•f Moment at the groundline dia_footing = 1.5 ft Main post footing diameter Sso11= 100 psf Lateral capacity of soil Trial depth = 1.5 ft.-The starting depth of the post hole depth.The final post hole depth is determined by iterating to a final depth. d cP _P os = 2.1 ft This is the minimum required post embedment depth for late ra l loading Gable wall uplift due to shear loading on gable wall shear panel: Calculate uplift pullout of the gable wall posts due to shear loads on the gable walls. Veave wind = 1100 lb Calculated from above Veave wind•Hmonitor Cpost:= Cwt= 2199 lb This is the uplift load on one gable wall post bldg — Wgabloopenings Assume a dead load weight of roof and wall area to be 2.0 psf. The area of the roof and wall that will tend to keep the gable wall post in the ground will be as follows: Roof 2aY'Wbldg'2Pst Roof= 3841b Dead load of roof (l Wbldg1 F 2•Bay Gable wall := Hshed•(Wbldg — Wgableopcnings) + `HrootS' 2 J 4' `fished' 2 J]'2•Psf GTabte wall = 460 lb Dead load of gable wall P ("mondor \\ W dcpdt gable_footing = 4.011. gable post embedment depth Posts depth_gable_footingj' post Pops= 175 lb Weight of post dia_gable_footing= 1.5 ft Diameter of gable wall posthole footing Concrete backfill in the gable end posts is — not required" to resist gable wall panel uplift. Back611=0 lb Gable post backfill weight if gable end post hole is backfilled with concrete (0 if granular or native soil backfill. Concrete backfill may or may not be required to resist gable wall panel uplift). Wttot:= Gable wall + Roof+ Posts+ Backfill+ Pal:inGU Total resistance for gable wall panel uplift. Since Wttot is greater than Wttot= 25181b the gable wall panel uplift, Cpost,the gable wall footing is adequate. • 1/29!2014 .2214(Bugaj) 32x34x10.xmcd 16 FOOTING DESIGN FOR SHED EAVE POST: Determine the footing size and depth for vertical bearing for the eave posts. (hod = 1500 psf Soil bearing capacity for footing di, foot;ng= 1.511 Footing diameter 2\ din footing Afoot* = ,c. 4 Af ot;,,g 1.77 11.2 Footing area Poet_depu= 3.0 ft Minimum required post embedment depth Pfnoting:= Afnoting•gsoa•dr,etor Pfooting= 3976 lb End bearing capacity of footing P _,hed = 2421 lb Total footing load Note that the end bearing capacity(Ping)is greater than the snow load (Psn,,w). This is OK. • • 1/29/2014 .2214 (Bugaj) 32x34x10.xmcd 17 GIRT DESIGN: The girts will simple span between posts and loaded horizontally for wind. Calculate bending stress due to wind loading and determine the adequacy of the girts. gvrcgut= 1.6 pli Lod = 138 in Orientation= "Flat" 2 g;a s an Mgd gwegiti 8 Mg;d= 3809 in•lb Bending moment in the girt Mod fbod:= s— fbgit = 1847 psi Stress applied to the girt Determine the allowable member stress including load factors. FbGi t= 900 psi Cuddnd= 1.60 Cmbgirt= 1.00 Ctiut= 1.00 CLg t= 1.00 CFgi,t= 1.30 C ;,t= 1.15 C,g;d= 1.15 Hheirs:= FbGirt CDwind'CMbgie-Ctod CLgid'CFgid-Cfuod•C Fbgut= 2476 psi > %Girt This is OK. UPPER ROOF PURLIN DESIGN: The purlins simply span between pairs of trusses or rafters. Determine the adequacy of the purlins. Purlin= "2x6" Purlingpacing = 22 1 in o.c• Lp„„i;,_apa,= 135 in wp„d;,= 4.95p1i Maximum combined distributed roof load along top edge of purlin 2 • wp„didl-pnrtin._span MPurlin Mp,„i,n= 11281 in-lb Bending moment in the purlin ' 8 f in:_ fbput;,= 1492 psi Bending stress applied to the purlin sputhn Determine the allowable member stress including load factors Fri,= 900 psi CI:w„w= 1.15 Cmbp„ti,= 1.00 Ctp„{in= 1.00 Ct,p„d;,= 0.99 CFpurli,= 1.30 C f„p„di,= 1.00 C,p„di,= 1.15 Fbrudin FbPudin'Ctkmw'CMbodbdCgrutin'Clwdin'CFpuriin-Cfupuiin';wein Fbp„di,= 1539 psi > fbp„din This is OK . . • 1/29/2014002214(Bugaj)32x34x10.xmcd 18 SHED RAFTER DESIGN: Determine the required section for shed rafters. The rafters will simple span between posts. It will be assumed that both ends are pinned. Rafter_stvle := Sraer:= Raftergrade I Double :42:1 2x8 • 12 Rafterapecies Doug-Fir l.rafter spar,= 84.0 in \\rafter= 351511 Maximum combined distributed roof load along top edge of rafter 2 Mraftcr = wren lY'�`_span Matter= 30870 in lb Bending moment in the rafter Mrafter fbraft`` S xralica'Rafter gty fbrafter= 1175 psi Bending stress applied to the rafter Determine the allowable member stress including load factors FbRafter= 900 psi C1Nnow= 1.15 CMbragm.= 1.00 Chaffer= 1.00 CLrafter= 0.98 CFrafter= 1.20 Cferaftr,.= 1.00 Crafter = 1.00 Fbraftcr FbRatter'Cnmmv'CMbrafler'C trailer'CLaafta'CFratter'Crunfter'Crrafter Fbrafter= 1222 psi > ft,,,fter This is OK Next,check rafter shear stress wrafter'Lrafter_span Vft" 2•Raftergty VRatter= 7351b 3-VRafter cRafter 2'Arafter a fvRatter= 101 psi rvRa»er FvRafter'CDsnow'C?vrrarterVCtrailer PvRafter= 207 psi > fvRafter This is OK • 1129/2014 1'f02214 (Bugaj)32x34x10.xmcd 19 • INTERIOR POST DESIGN: (Axial Loads) Calculate allowable unit compression stress, F . Fe2= 575 psi Fe:= Fc2'LM...,..,12.Ctpost2.Ctepost2.C ipur42 Fc= 575 psi Allowable compression stress including load factors 1-post rndg2 = 142.5 in Bending length of post dpi= 6 in Minimum unbraced dimension of post Ke:= 0.8 c:= 0.8 Emin wood2= 400000 psi Fete,:= E _wood2'CMEpost2'CtpostE2'Cipo•tp2 E' ; = 400000 psi le:= Ke.I..post bpap2 le= 114 in 0.822-E',n;, FeE:= FeE = 91 l psi le �2 dpusti Calculate Column Stability Factor, Cp: Feb; FcE �2 FeE 1 + 1 + C 1 C how — 1'c'COsnow — Fc Cl1�ow C = 0.79 P 2-c j 2-c j c p Fee:- Fe-C1„now.Cp Fee= 522 psi Allowable compression stress on the post; except load case 1 2 l + Feu, 1 + FeE. FeE— Fe Fc Fe C :_ — - - C = 0.82 P \ 2.c j 2-c , c P Fee j,:= Fe.Cp F L= 473 psi Allowable compression stress on the post;for load case 1 Pintdeadpost = 825 lb Axial loading per post due to dead loads PintLrootpost = 3300 lb Axial loading per post due to live roof load Pint�i�wpost= 0 lb Axial loading per post due to live loads (if applicable) Pint...post= 5290 lb Axial loading per post due to roof snow load (load case 3) Pimsnowpost_ra= 3465 lb Axial loading per post due to roof snow load (load case 5) • 1/29/2014 92214(Bugaj)32x34x10.xmcd 20 Check Load Cases: Load Case 1: Dead Load + Live Load PinWcadpost +Pintlivepoet fe= 23 psi Actual compression stress per post fc p ''poet 2 fe CCFALII :_ — 1'co L CCFALII = 0.05 Load Case 2: Dead Load + Live Roof Load Pintaeaapoet + Pinu,roo[post f°= 115 psi Actual compression stress per post t<:_ Apoet2 f( CCFALI2 := — Fee CCFAI.I2 = 0.22 Load Case 3: Dead Load + Snow Load f,:= Pintaeadpost +PiNa"° P°et = 170 psi Actual compression stress per post '"P°St2 fe CCFALI3 := — Fcc CCFALI3 =0.33 Load Case 4: Dead Load + 0.75*Live Load + 0.75' Live Roof Load P ntdeadpost '}0175'Ptntlivepost + 0.754PintLr°ofpost Apost2 fe= 92 psi Actual compression stress per post f° CCFALI4 - F� CCFALI4 = 0.18 Load Case 5: Dead Load+ 0.75* Live Load + 0.75 * Snow Load Pintdeadpost +0-75-pintlivepost + 0.75•Pintsnotvpoet}'s Apoat2 fe= 95 psi Actual compression stress per post f, CCFALI5 := — Fcc CCFALIS = 0.18 CCFALI= 0.33 Less than or equal to 1.00 thus OK • 1/29/2014.02214 (Bugaj)32x34x10.xmcd 21 FOOTING DESIGN FOR INTERIOR POST: Determine the footing size and depth for vertical bearing for the interior posts. y&i1= 1500 psf Soil bearing capacity for footing di,footingM= 2 ft Footing diameter r ,7� 2� `ha footingM• AfO°t"gM 4 AfootineNt= 3.14112 Footing area Post.aeptlm1= 4.5 ft Minimum required post embedment depth PfootingM Afi)otingM'(13°W dfactorM Pfoot;,,gm= 8482 lb End bearing capacity of footing pint_fig = 6115 lb Total combined interior footing load Note that the end bearing capacity(Pti„gM)is greater than the snow load (pint_ftg). This is OK. 1 • 1/29/2014.2214(Bugaj)32x34x10.xmcd 22 MAIN POST TRUSS CORBEL BLOCK DESIGN: Determine the required number and size of bolts required in the main post truss corbel block. Allowable fastener shear capacities zrbolc 58 = 1590 lb Shear capacity for 5/8"dia. bolts Izro"u 34= 2190 lb Shear capacity for 3/4"dia.bolts Lrbolt Jo = 3600 lb Shear capacity for 1"dia. bolts L7�a 16a = 122 lb Shear capacity for 16d nails LTn.a Zoa= 147 lb Shear capacity for 20d nails P = 4416 lb Combined snow, or live roof, and dead loads on corbels If 5/8 dia. bolts are used: Nb,1t58 = 2.4 Number of 5/8"dia.bolts required in the corbel block,if used. If 3/4 dia. bolts are used: N ,14= 1.8 Number of 3/4"dia.bolts required in the corbel block, if used. If 1 dia. bolts are used: Nboltto = 1.1 Number of 1"dia. bolts required in the corbel block,if used. If 20d nails are to be used: Nails20a= 13.1 Number of 20d nails required in each corbel block,if used. If 16d nails are to be used: Naiyglba= 15 7 Number of 16d nails required in each corbel block, if used. • 1/29/20141,2214 (Bugaj)32x34x10.xmcd 23 RAFTER CORBEL BLOCK DESIGN: Determine the required number and size of bolts required in the rafter corbel block. Allowable fastener shear capacities zRbott ss= 1590 lb Shear capacity for 5/8"dia.bolts ZRboit 34= 2190 lb Shear capacity for 3/4"dia.bolts zRnolt w= 3600 lb Shear capacity for 1"dia.bolts zRnad tba= 122 lb Shear capacity for 16d nails zR,,,;t od= 147 lb Shear capacity for 20d nails P„ eave= 2421 lb Combined snow, or live roof, and dead loads on eave corbels Pratt,. ;ni= 1699 lb Combined snow, or live roof, and dead loads on interior corbels If 5/8 dia. bolts are used: Nbottyss cave= 1.3 Number of 5/8"dia.bolts required in the rafter corbel block at the eave Nhog ;t = 0.9 Number of 5/8" dia. bolts required in the rafter corbel block at the interior post If 3/4 dia.bolts are used: Nbu zy ease= 1.0 Number of 3/4"dia. bolts required in the rafter corbel block at the eave Nbuhs34 int = 0•7 Number of 3/4" dia. bolts required in the rafter corbel block at the interior post If 1 dia. bolts are used: Nn,ets10 wve= 0.6 Number of 1"dia.bolts required in the rafter corbel block at the eave Nbonam ;,t = 0.4 Number of 1"dia.bolts required in the rafter corbel block at the interior post If 20d nails are to be used: Naas20d cave= 7.2 Number of 20d nails required in each corbel block at the eave Nails20d int= 5.0 Number of 20d nails required in each corbel block at the interior post If 16d nails are to be used: N a;ls16t1�8�.e= 8.6 Number of 16d nails required in each corbel block at the eave Na0s16d i„t= 6.1 Number of 16d nails required in each corbel block at the interior post a • 1/29/2014002214(Bugaj) 32x34x10.xmcd 24 SUMMARY OF RESULTS: Building Dimensions Building Design Loads W = 17ft Width of Building Ground_snow_load= 30psf Lbtdg= 34 ft Length of Building Roof dead_load= 5 psf Hmmutor= 16ft Eave Height of Building Wind_speed= 110 mph Overhangm= 18in Length of Eave Overhang Wind_exposure= "B" Rpitchm= 3 /12 Main Roof pitch Seismic_Design_Category= "D" Shed Dimensions W,bed = 7.5 ft Width of Sheds H8}1ed= 1011 Eave Height of Sheds Overiangs= 18in Length of Eave Overhang Rpitchs= 3 / 12 Shed Roof pitch Shed Eave Post Details Shed Post Footing Details Shed_post_size= "6x6" Post is = "constrained by a concrete slab" Shed_post_grade= "#2 Hem-Fir" Postdepth= 3.0 H Design Post Depth Usage = 25 %Combined stress usage of post di, fusing= 1.5 ft Design Footing Diameter Footingusage= 61 % Stress usage of footing Shear Wall Details rg,i,kwa0= 137pif Max. shear in gable wall v„,„cwal= 40plf Max.shear in eave wall Girt Details Girt_usage= "74% Stress usage of wall girt" Orientation= "Flat" Purlin Details Shed Rafter Details Puriin_usage= 97 % Stress usage of roof purlin Rafter usage= 96 % Stress usage of shed rafter Truss Corbel Block Bolts NboitoB= 2.4 Number of 5/8"dia.bolts required in the corbel block,if used. 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I 1 r / :- -/ 1 •/�i \1 `� --- 'sue f / r 14 __111 �g I ` \t ', 321■3r wwd , 1401 Ilk I i o i._}.;:,.•.:.:„.'.;A `r.', r' %�'` Imo` ----__501„_Vain, r-I;j; \- ":::‘,:_z ::::::,7::::,,,,,,,,„,,,„„,, „..._. .1 \ : ,,, ,....:„..„,, 1 -411 \\: 1 I \ -------'‘.".--.'"'-.--..'.."...-'-""1-7: 14:41 ::4*7-742 f f 'Sa 1 ---- ' I; li 73 m r , -- - I , if 1, ,,c/ 0 I 1„ . -)4C 1 ( p O C 114 fir,\. `� _� L • --- --.- --- 02, _—1. 1 N XI O 1` a 9 • G' �• \— L`iiill a L II Eiam I •........----7 04- I \ • 1 il ,...., Abiste .41 —05 —. Ell m 4 5iZ Z o i vrairit.- .Jo.... i 0 10 1 BUGAJ RESIDENCE 322 PIPER ROAD TAX PARCEL 701201012 QULCENE, WASHINGTON 9E363 • hous0 III I I Roof - - } 1 downspout I - serves up to 700 sf.Of roof 50' min. j Vegetated =- flow path - r Splash block 1:::::::_ Downspout extension NTS ' Splash r block Figure 3.1.7 -Typical Downspout Splashblock Dispersion Vc ame III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-16 0 Design. Criteria for Splashblocks A typical downspout splashblock is shown in Fizure 3.1.7. In general,if the ground is sloped away from the foundation and there is adequate vegetation and area for effective dispersion, splashblocks will adequately disperse storm runoff.If the ground is fairly Ievel,if the structure includes a basement, or if foundation drains are proposed, splashblocks with downspout extensions may be a better choice because the discharge point is moved_.awa_y from_the foundation.Downspout extensions can include piping to a splashblock/discharge point a considerable distance from the downspout, as long as the runoff can travel through a well-vegetated area as described below_ The following apply to the use of splashblocks: 1. Maintain a vegetated flowpath of at least 50 feet between the discharge point and any property line, structure, slope steeper than 15%, stream wetland,lake,or other impervious surface. Sensitive area buffers may count toward flowpath lengths. 2. A maximum of 700 square feet of roof area may drain to each splashblock. 3. For purposes of maintaining adequate separation of flows discharged from adjacent dispersion devices,the vegetated flowpath segment for the splashblock must not overlap with other flowpath segments,except those associated with sheet flow from a non-native pervious surface. 4. Place a splashblock or a pad of crushed rock(2 feet wide by 3 feet long by 6 inches deep) at each downspout discharge point. 5. No erosion or flooding of downstream properties may result. 6. Have a geotechnical engineer or a licensed geologist,hydrogeologist, or engineering geologist evaluate runoff discharged towards landslide hazard areas.Do not place Splashblocks on or above slopes greater than 15%or above erosion hazard areas without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist, or engineering geologist, and approval by the Local Plan Approval Authority. 7. For sites with septic systems,the discharge point must be downslope of the primary and reserve drainfield areas. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield or where site conditions(soil permeability, distance between systems,etc) indicate that this is unnecessary. Volume III-Hydrologic Analysis and Flow Control BMPs-August 2012 3-15 SON -;t4' °o JADE RSON COUNTY { DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment �SHING.CG Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd(aco.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Project Description(include separate sheets as necessary): 32x34 Garage/Shop-- Pole Building — Style: Monitor Tax Parcel Number: 701201012 Property Size: 80,000 + sqft (acres/square feet) Site Address and/or Directions to Property:322 Piper rd. Quilcene, wa. 98376 Property Owner(s)of Record: John&Lori Bugaj Telephone:360-7s5-3768 Fax: email: lekjhp @earthlink.net Mailing Address: 322 Piper Rd.Quilcene,Wa.98376 Applicant/Agent(if different from owner): a e(ri -5-4.-krclof.3 k7 Telephone:360-765'0363 Fax: 360-765-0364 email: jaragosky @hughes,net Mailing Address: 288975 us Hwy'101 Quilcene,Wa.98376 What kind of Permit?(Check each box that applies ❑Lot or Road Segregation ❑Building El Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Single Family it Garage Attached Detached ❑ Conditional Use[C(a), C(d),or C]** ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑ Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑Road Approach ❑ Short Plat** ❑ Home Business ❑Cottage Industry ❑ Binding Site Plan** ❑Propane ❑ Long Plat** ❑ Sign ❑ Planned Rural Residential Development(PRRD)/Amendments"* ❑Allowed"Yes'Use Consistency Analysis ❑ Plat Vacation/Alteration*" ❑Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Substantial Development'"` ❑Temporary Use ❑ Shoreline Management Variance ❑Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: None Jerry Jara OSk DESIGNATION OF AGENT I hereby designate ry 1.191—v\..gos y to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE ( r Date: 01/28/2014 By signing this application form,the owner/agent attests t 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. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application tt)AL he or,bewa " nor notice. Signature: � • ( ' -J � z Date: 01/28/2014 The action or actions Applicant will undertake as a res 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-transferable re n llity r dhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: E Date: 01/28/2014 07/24/2013 • 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 assumin re nsi of the General Contractor for the proposed project. Signature: L C /il .- Date: 01/28/2014 GENERAL CONTRACTOR OR MANUfFACTUREDDHME INSTALLER: PHONE: FAx: c�r-c.A o5 ky �irt f tr%or.cr_ 1-1-C., (360-15-3768 ( ) MAILING ADDRESS: 1 2 S.'? R7 r 1 7( !c)■ Fi4•'.e�� EMAIL: lekjhp @earthlink.net CONTRACTOR'S LICENSE iT ! c K WAINS NUMBER: V f}1CA-c £L 2.67 6 5 j) NUMBER ARCHITECT/ENGINEER' PHONE (360-7$5-3768 FAX:( ) MAILING ADDRESS: EMAIL lekjhp@earthlink.net Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: X New Wood Existing: Sewer L Addition Li Steel Proposed: oo Bank ❑ Community System Alteration/Remodel a Concrete Total: Height: Individual System Repair D Masonry SEP Permit# Demolition r,i Other: Bedrooms: Water Supply: Existing: Setback: r; Private well ii Two Party Type of Heat: Proposed: oo r Public None Total: Name of System: If this is a Commercial Proiect you must answer the following: • Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank andlor Appliance Installation permit,mark all items below that apply: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO I evotStelleP I knaT retaWtoH I Is this appliance being installed in a Manufactured I Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size, distances from the propane tank to all property lines, buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bld App Review: °A 2na Floor Heated Consistency Review: Other Heated /ZZ� Base fee: 2 c,ex, r Mezzanine Additional Section: I Heated Basement Plan Check fee: «, Unheated Basement State Surcharge fee: Z r Other Unheated Pot Water Review fee: Garage/Carport 11 QV�O SUBTOTAL 1�1, ,�b✓ p Decks ''75 911/Rd Approach fee: Other TOTAL: $ 1--V 7C. v ----,. Receipt Number: 1(4.s(i-( c_ {;' Cash/Check Number: 12_4_1_ ESTIMATED COST(REQUIRED) Date: ? � / C� *Fair market value of all labor and materials foundation to finish =tea I v- (fl ) Initials: 07/24/2013 D -I Allk 4, N CO -1 'fl X --I --I (D CU _. _. 01 '•o CA ✓ X a C7 ■-r X a n -J -O CD O - -o 7 7 O CD C O_ CD CU O CD S CO CC -- CD (C CD CD C (D rf O CD - 7 7C C7 7 E 7 -- (D D o 7 SL C � W CD n Cn O (N.7 7 O. O O O CO -` O O O) o � CO v CO C O G7 D N 0 on o 0 C co o N O .-I- - N co co N r L n \ r+ C Cn r -1 0 M o o O -o C G7 c o c CD D O 77 S 3 CU CO D CO -1 77 O -I H 2 -0 CO L L 2 -I N I- CD -I N m n 73 ✓ m S m x -1 73 c m n m co -I L o D 3 -1 CO CO m o 07 R.1 r o c c -I x m x 11 D G7 0 D D 2 D O O m M C D D O � S CO 73 o -- D m L L O D S m -I N O 7) CO O U m m m r -o - m 7 co co m r x C2 co CIO D O -I -I Cal � X m N -- n) I-1 3 7 I 2 D O_ u1 o c7 r u) O Cal O � N -I E -, � c 7 m v a 77 C7 o C tl CO m m 0 o -1 -I MI � � 3 'CI v I- C) x o 2 M n n 0 c D �I CO 7- 7- 7" C .. I CO CO I-1 0- rF 01 O O M I-1 C O n 7 2 CO r+ 0- S 3 0_ C7 7 O O C- N - O_ o m L w w - m o cn L --I O H O \ T Z O- N T D o C o F-I � 73 Jaragosky Enterprise LLC • Page 1 of 2 CoWashington State Department of Labor & Industries Jaragosky Enterprise LLC Owner or tradesperson 288975 US Hwy 101 Jaragosky, MeLisa A Q E, WA 98376 3600-765--765-0363 Principals JEFFERSON County Jaragosky, MeLisa A Jaragosky,Jerry R Doing business as Jaragosky Enterprise LLC WA UBI No. Business type 603 365 022 Limited Liability Company Governing persons JERRY RAYMOND JARAGOSKY License Verify the contractor's active registration/license/certification (depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. JARAGEL866BP Effective—expiration 01/17/2014—01/17/2016 Bond Wesco Insurance Co $12,000.00 Bond account no. 46WB040750 Received by L&I Effective date 01/17/2014 01/13/2014 Insurance Atlantic Cas Ins Co $300,000.00 Policy no. L159000725 Received by L&I Effective date 01/17/2014 01/13/2014 Expiration date 01/13/2015 Savings No savings accounts during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603365022&LIC=JARAGEL866BP&SAW= 2/28/2014 Jaragosky Enterprise LLC Page 2 of 2 Lawsuits against the bond or savirig) • No lawsuits against the bond or savings during the previous 6 year period. Tax debts No tax debts during the previous 6 year period. License Violations No license violations during the previous 6 year period. Workers' comp Workplace safety and health ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. access Washington"' https://secure.lni.wa.gov/verify/Detail.aspx?UB1=603365022&LIC=JARAGEL866BP&SAW= 2/28/2014 �Jp Front Parcel Review S Parcel 701201012 Printed: March 11, 2014 JOHN H BUGAJ Site Address. LORI E BUGAJ 322 PIPER RD 21021STAVE E SEATTLE, WA 981125317 QUILCENE WA, 98376 Parcel Number: 701201012 S-T-R: 20-27N-01W Total Acreage 2 Legal Description TURNER SHORT PLAT LOT 2 SUBJ TO EASE Land Use: 1100 Flood District: Fire District: 2 Planning Area: 10 D Flood Map(FIRM)Panel No: School District 48 Zoning: f--z—/%� COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map (Property lines on submitted plot plan must match the poperty lines as identified on theAssessor's 1/4 map) [ ] Legal Access to Property YE,S� NO [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Spec ial Reports Nearby YES NO [ ] Designated Ag YES N9 [ ] Shoreline Designation: YES N.c ' > goo ' O//L42) Df d!/6-o [ ] Shoreline Slope Stability: ) NO 4« -# StreamType:g. NO „II•. FWHCA: NO a r ii m '<smin i R. •i . . 7, Wetlands: YES NO Rare Plants:YES N� - ..r 1 44"" - Seismic: tg ‘' NO .1-w- oe . ,.F,. Q r—Zep:er Landslide: .—NO Flood: YES I- O u zQ ei y, opitef '(-r-u4 Erosion: 1S9 NO Aquifer Recharge Area: NO LLOC_ SIPZ: none At Risk High Risk Coast CMZ: notte' High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: Yd it,�• 4...2... J ` ►Or Adjoining Forest Lands: , rj� Commercial/ Rural/ Inholding hA S [ ] Mineral Lands: YES NfY [ ] Agricultural Lands: YES N))--- [ ] Archaeology: YES NO/ [ ] No Shooting Zone: Arts N� [ ] Stormwater: New Impervious Surface Land Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Reg#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YES MRL YEs Nfy _ Forest Lands YNO [ ] Landscaping Required: Yes Nc- [ ] Parking Spaces Re ulred NO 0 Other 1 1 Building Height: `J UBC Standard [ ] Impervious Surface cover ercentage: ZSCY Resource Lands&Public: lOW Rural Residential: 25% Rural Ind I: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ ] Total Building (s) Size: RVC:20,000 SF CC: 5,000 SF NC: 7,500 SF GC: 10,000 SF All . ers:subject to -• : • - .nstraints/None specified [ ] Setbacks: Front: Left Side: Right Si.e: Rear: Shoreline Setback: LSHA Setback: [ ] Road Classification: 'Tv v'1t-I,L Road Approach: EXISTING NOTFQP- RAP [ ] SEPA Required: YES EXE>1 r jg�,,,,y • [ ] Flood Certificate: a[ [ ] Existing Case(s) & Condition(s): t4.6 p- 0 Violations: Yes N [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NC-ubmitted: YES NO [ ] UGA No Protest Agreement YE I O submitted: YES NO [ ] Site Visit conducted YES 0 [ ] Require Final Zoning Approval YES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES Title Notes Updated Parcel tags found for parcel 701201012 1.) Geotechnical Report BLD08-00035 Geotechnical report submitted. See 07/30/2008 Laserfiche or case file MLA08-00033 for full report. Cases Associated with APN 701201012 Cases Name Review Type Status Planner ADR12-00049 BUGAJ F Application Received: 7/16/2012 Permit Issued/Case closed: Case Finaled: 7/16/2012 911 DUP - PIPER RD BLD14-00072 BUGAJ P Application Received: 2/28/2014 Permit Issued/Case closed: Case Finaled: 32x34 Pole Building, garage/shop, no heat, no plumb M LA08-00033 BLD08-00035 MLA08-00033 BUGAJ I F Application Received: 1/30/2008 Permit Issued/Case closed: 5/12/2008 Case Finaled: 11/27/2012 NEW SFR WI NG 500 GAL PROPANE TANK- REVISION 1/28710 (CHANGE ATTIC & BASEMENT TO HTD SPACE PRJ08-00009 MLA08-00033 BUGAJ P Application Received: 1/31/2008 Permit Issued/Case closed: Case Finaled: NEW SFR (1229 UNH I U Al I IC/STORAGE) ALSO A/G 250 GAL PROPANE TANK SDP08-00003 MLA08-00033 BUGAJ I A Application Received: 1/30/2008 Permit Issued/Case closed: 9/15/2008 Case Finaled: Shoreline Exemption for a NSFR (1229 UNHTD SQ ATTIC/STORAGE)ALSO A/G 250 GALLON PROPANE TANK OTH01-00015 PETERSON P R MARX Application Received: 11/14/2001 Permit Issued/Case closed: Case Finaled: WET SEASON EVALUAI ION PRJ07-00095 PETERSON P Application Received: 7/10/2007 Permit Issued/Case closed: Case Finaled: 1ltidemarkldatalforms\R_Parcel CRMLA.rpt 3/11/2014 Page 2 of 3 Standard Conditions for Resides Development in Jefferson County • 1. LIGHTING: 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. 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. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: 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. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 7. BMPs: The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 8. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine 2013-03-07 SFR StdConditions 3/7/2013 1 Fisheries Service can levy pees. Portions of Jefferson County, incleg marine waters, are included as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet(1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2013-09-06_SFR_StdConditions 9/6/2013 2 •UILDING PERMIT APPLICATION Review N BL v T 072 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00072 Received Date: 2/28/2014 SITE ADDRESS: 322 PIPER RD QUILCENE, 98376 OWNER: JOHN H BUGAJ PHONE: 360-765-3768 LORI E BUGAJ 21021STAVE E SEATTLE WA 98112-5317 TURNER SHORT PLAT SUBDIVISION: Block: Lot: 2+ PARCEL NUMBER: 701201012 Section: 20 Township: 27 N Range: 01 W CONTRACTOR: JARAGOSKY CONSTRUCTION INC PHONE: 360-765-0363 288975 HWY 101 QUILCENE WA 98376 Contractor's License JARAGEL866BP Expires 1/17/2016 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION 32x34 Pole Building, garage/shop, no heat, no plumb TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 21,760.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 1,088 CONST TYPE: DECK SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $278.00 MEB 02/26/14 148415 Plan Check $180.70 MEB 02/26/14 148415 State Building Code $4.50 MEB 02/26/14 148415 Total: $463.20 �\+iAcmork\r1nfn1fnrrne\F DI fl Ann 01,1 rn1 717R1')I11A c�w�sON c. JE PERSON COUNTY ‘--4'2 DEPARTMENT OF COMMUNITY DEVELOPMENT \� s'°3'0 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment /sill N°� Tel: 360.379.4450 j Fax:360.379.4451 I Email:dcd( co.jefferson.wa.us Building Permits &Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Project Description(include separate sheets as necessary): 32x34 Garage/Shop-- Pole Building —Style: Monitor Tax Parcel Number: 701201012 Property Size: 80,000 + sqft (acres/square feet) Site Address and/or Directions to Property:322 Piper rd.Quilcene,wa.98376 Property Owner(s)of Record: John&Lori Bugaj Telephone:360-765-3768 Fax: email: lekjhp©earthlink.net Mailing Address: 322 Piper Rd.Quilcene,Wa.98376 Applicant/Agent(if different from owner): ---1e 4-4-y Q4-++'(Aer^) Telephone:360-765-0363 Fax: 360465-0364 email: jaragosky©hughes,net Mailing Address: 288975 us Hwy 101 Quilcene,Wa.98376 What kind of Permit?(Check each box that applies ❑Lot or Road Segregation ❑Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit - ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family 14Garage Attached Detached ❑Conditional Use[C(a), C(d),or Cj" ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)" ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑Road Approach ❑ Short Plat" ❑Home Business ❑Cottage Industry ❑Binding Site Plan" ❑Propane ❑Long Plat" ❑Sign ❑ Planned Rural Residential Development(PRRDyAmendments" ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration'"' ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions'" ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development" ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request "Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: None Jer Jara OSk DESIGNATION OF AGENT I hereby designate ry 9 y to act as my agent in matters relating to this application for permit(s). L.//�/ --6 ,."�1, - 01/28/2014 OWNER SIGNATURE ( :ei 6. 1 �C Date: By signing this application form,the owner/agent attests the i formation 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. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application t he or ghepagts9rior notice. 01/28/2014 Signature: . ,_ ( �� ., Date: The action or actions Applicant will undertake as a res4t 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-transferable res'ponsitfi ity r ddheerinngg to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: ` _ (� C T ... r Date: 01!2812014 07/24/2013 . • 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 assumin respernsib" of the General Contractor for the proposed project. Cam` k'tv—�, _� Date: 01/28/2014 Signature: v J GENERAL CONTRACTOR OR MANUFACTURED H ME INSTALLER: PHONE: FAX: :circA QS ky jilt 1trpr.•iz LLC. (360-795-3768 ( ) MAILING ADDRESS: (( :2 97s , y /GI j eft:;1,e.1,.- EMAIL: lekjhp @earthlink.net CONTRACTOR'S LICENSE _ WAINS NUMBER: .,j/414146.;EL„ Y4)6 3 p NUMBER ARCHITECT/ENGINEER: PHONE (360-705-3768 FAX:( ) MAILING ADDRESS: EMAIL lekjhp @earthlink.net Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: X New 1(. Wood Existing: Sewer Addition __I Steel Proposed: oo Bank H Community System Alteration/Remodel C7 Concrete Total: Height: I:: Individual System _i Repair ii Masonry SEP Permit# Demolition 1, Other: Bedrooms: Water Supply: Existing: Setback: Private well I Two Party Type of Heat: Proposed: oo Public r.None Total: Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants, employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO j evotStelleP I knaT retaWtoH Is this appliance being installed in a Manufactured 1 Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size, distances from the propane tank to all property lines, buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bid App Review: 2"°Floor Heated , Consistency Review: v \ Other Heated Base fee: 2 C ek, Mezzanine Additional Section: Heated Basement Plan Check fee: v' Unheated Basement State Surcharge fee: L7 _ r Other Unheated Pot Water Review fee: Garage/Carport AI v SUBTOTAL ,p • Decks ` 911/Rd Approach fee: Other J TOTAL: $ 1 7C; Receipt Number: i(,`CK HI rj 1,--""' Cash/Check Number: L r Li ESTIMATED COST(REQUIRED) Date: .. -r- --- 1),( •Fair market value of all labor and materials foundation to finish 2//:::4 2— r , /n cp Initials: 17,'2 4/2011 0 no S --IWp -i 0 3..oprp-1111 oT1 12� Y A o-qp OZ28.8 2r x N N , C m.TI C �-Zp Ra C 0� r 8 c� it $ A a, 41 4 rn ,Z; m cr, ® +(i T � K rn m m zro>m02 EA roo ti Z zzmi;-a m' c. o ram -, ' ... -0 ms 'V ; *-0 x m 2 p ^r 2 r O C7 ..I 1.71 pp I -" p 1 ;-I r qq ;� 1 -� p I 'q x. n G7 AVl N Jn m -V rTl 0y O q r g q r O CP F g O, S O, 1r dap" 'z m mi m � 'n3 N N �" N t g IOC z n m "�C�A v rt" _ m 1 p.-.1" f y 1 A j 2v I Q �1 z -" Z -, _ m -'1 Z i -� mC'91. > ➢ p 6 p rl m y p m p m c 01 0 ��``,, p fr p *7 yQQ� m q q O 0 E O q 10 2 p0 0 �.r-.p ��] p1 0 fo�!1 ,^�' O _, C i D v N a O -1 y$yy `+ N .f=i. 8,..,2-i')7s7 53 �l�i� O C fti 2 U N 2 r' Z C z c Z Z • z,�,1Y p4 7 x0 z = 2 = a -I b -1 % --I -I i --. vl O��0 m1 p .R7 5 1110 gg$) yya� z PB z i " � v v v v v IV m r A :V (.n= fn m = S ➢ n P _ Cv o p 3 cc g 7 A n -< > rr1 § Qppm S(m4 -'< D 77 G q I m 9 p M 0 • v 2 o W ml iI 8' (MAX) TALL OHO x (SEE NOTE 4) 3068 !2D I ZI O I SINGLE 2X10 SINGLE TRUSS #2 D-F RAFTER SINGLE 2X10 a #2 D-F RAFTER • I 7=1 o n'; _ z C It. 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Please make sure that all additional information requests go to Mr. Jaragosky. He has been designated as the agent for this permit. His contact information is below: Jerry Jaragosky 288975 US Hwy 101 Quilcene, WA 98376 Phone: 360-765-0363 Fax: 360-765-0364 Email: jaragoskv@hughes.net Thank you! Sincerely. Zoe Ann Lamp, AICP Associate Planner, DRD Lead Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Phone: 360-385-9406 Fax: 360-379-4473 e-mail: zlamp @co.jefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address will be received by the.lefferson County e-mail system and may be subject to Public Disclosure under Chapter 42.56 RCW Please note: Our office is open to the public 9:00 a.m. -4:30 p.m. Monday to Thursday, closed Noon- 1:00; Closed Fridays. 1 • • Stacie Hoskins From: Stacie Hoskins Sent: Thursday, May 29, 2014 12:06 PM To: 'Jerry Jaragosky' Cc: Donna Frostholm Subject: RE: permit# BLD14-00072 Hi,Jerry, Thank you for your email. I located the letter from John & Lori Bugaj from the archived file regarding item#1. For item #2,you are absolutely correct that infiltration is something we need to be extra careful with in landslide hazard areas. Thus, I relied on the geotechnical report for stormwater recommendations. I spoke with Dan McShane this morning, and he indicated he does not have an issue with infiltrating the stormwater for the garage. Given it cannot be directed toward the septic drainfield, please indicate to me either in writing or with a revised site plan where you would like to direct it. I'm not comfortable making that decision because there are three sides of the garage where it can be directed via gutters and downspouts. We want to make sure the site plan is accurate and reflects the desires of the applicant. Regarding the stream, I see that it was noted in the file for the original home, but it was not addressed during the review. Given the proposed garage is located more than 75 feet from the mapped stream, I can approve this location. Once I hear back from you on the stormwater location, I can proceed to issue the permit. I anticipate I could do this administrative work including writing the permit next week if I have your response by tomorrow. Thank you, sty Z. qzcidebtc Planning Manager,Jefferson County Department of Community Development 621 Sheridan Street * Port Townsend, WA 98368 Phone 360-379-4463 * Fax 360-379-4451 shoskins(u?co.iefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment, All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 4256 and other state laws. From: Jerry Jaragosky [mailto:41 @jaragoskyconstruction.com] Sent: Thursday, May 29, 2014 5:45 AM To: Stacie Hoskins Subject: RE: permit # BLD14-00072 Hi Stacie, sense you are reviewing things there was a few other concerns that Donna had in her letter. (1) A letter requesting a reduced setback from the adjacent commercial forest land. Why is she asking for this and who is to Wright the letter and who is it addressed to and what is it to say and I have never heard for any required set backs from commercial forest lands before and does the property owner of the commercial forest land have some sort of"Wright of way" on my customers property that they do not know of?? 1 • • (2) Site plan to address the flow path from the structure that is directed toward the septic drain field. Is it that Jefferson County is the only county that does not alter site plans?You are not able to direct the flow path or pen in a dry well or French drain on the site plan your self? It is easer for your customers if they have knowledge up front as to what would be expectable by the county instead of a guessing game and many site plans and trips. ( Note: I do personally believe that putting unneeded water in to the ground cause unstable ground and it is unnatural, remember OSO.This is my belief as to why we have some hill slides, county requiring us to channel all of the rain water directly into the ground) Thank you for your time. I hope you will have a great day Jerry From: Stacie Hoskins [mailto:SHoskins @co.jefferson.wa.us] Sent: Wednesday, May 28, 2014 4:14 PM To: Jerry Jaragosky Subject: RE: permit # BLD14-00072 Hello,Jerry, I received your phone message and I requested the file from archives for when you constructed the house. I'll get back to you after I review the file. Stacie From: Jerry Jaragosky [mailto:jaragosky @hughes.net] Sent: Wednesday, May 28, 2014 3:51 PM To: Stacie Hoskins Cc: Stacie Hoskins Subject: RE: permit # BLD14-00072 From: Jerry Jaragosky [mailto:41@jaragoskvconstruction.com] Sent: Wednesday, May 28, 2014 3:46 PM To: The Bugaj's' Subject: FW: permit # BLD14-00072 Hi Lori, Please see the additional requirements that need to be met, was this required when you built your house, if not I do not see why it is now, on the Jefferson county GIS mapping system this ledge stream is designated as a DRN storm run off and is a non-fish habitat. From: Stacie Hoskins [mailto:SHoskins @co.jefferson.wa.us] Sent: Wednesday, May 28, 2014 10:09 AM To: 41@jaragoskyconstruction.com Cc: Donna Frostholm Subject: RE: permit # BLD14-00072 Hello, Jerry, Thank you for your inquiry. I see you provided the getochnical addendum as requested. I see from the information request letter dated March 11, 2014 (attached),that Donna also requested the revised site plan to address the flow path from the structure that is directed toward the septic drainfield. Further, she requested a letter requesting a reduced setback from the adjacent commercial forest land. 2 • 0 Given the LIDAR mapping shown below, it does appear that a non-fish stream runs across your property. In order to make the determination that it is not a stream, you would need to hire a biologist to review the area, complete a report and submit it to our department for consideration. We work with the Washington State Department of Natural Resources for a determination of whether something is to be classified as a stream or not. ' .I.r ., .F �� � rte fit . t• = r,F 4 4 r _ , , i ' ' 'Iiiievs- ^ - e.1.:iv$A. A may ; 4 hw��, 4 , r^c•'tad :a i. t rm I hope this helps you with continuing to provide the needed information for our department's continued review of your application. Best regards, Stacie 4 'oar'eiora Planning Manager,Jefferson County Department of Community Development 621 Sheridan Street * Port Townsend, WA 98368 Phone 360-379-4463 * Fax 360-379-4451 shoskins(a?co.iefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. From: Zoe Ann Lamp Sent: Wednesday, May 28, 2014 9:51 AM To: Stacie Hoskins Subject: FW: permit # BLD14-00072 1I From: Jerry Jaragosky Imailto:41@jaragoskyconstruction.com] Sent: Wednesday, May 28, 2014 6:45 AM To: Zoe Ann Lamp Subject: RE: permit # BLD14-00072 3 • • Hi Zoe, Can you look into my permit and see if the is any other information the county needs, my customers have got the geo-teck survey done and turned into the county. I know that the county have asked for a new lot plan because someone thought there was a stream on there property and I looked into it and discovered that there is not any streams on there property so I believe that a new lot plan is not needed. Thank you. Jerry Jaragosky Jaragosky Enterprise LLC From: Zoe Ann Lamp [mailto:ZLamp©co.jefferson.wa.us] Sent: Wednesday, March 19, 2014 11:07 AM To:jaragoskvC&hughes.net Subject: Copy of Receipt Mr. Jaragosky, I apologize for the frustrations you've had with our department. As you requested attached is a copy of the invoice for your building permit. I will contact other members of the building permit review team to make sure you are contacted if any additional information is needed. Please confirm that you received this email. Thank you. Sincerely, Zoe Ann Lamp, AICP Associate Planner, DRD Lead Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Phone: 360-385-9406 Fax: 360-379-4473 e-mail: zlampna,co jefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to Public Disclosure under Chapter 42.56 RCW P/ease note: Our office is open to the public 9:00 a.m.-4:30 p.m. Monday to Thursday, closed Noon- 1:00; Closed Fridays. 4 LW/0g - r n b►J ' 4fio t PIA) . lyj Tje t 41 RECEIVED fitv,14,. 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Li: :} ai gi Ks'e Z $"sa saay, }"r 0• .11 itfr. f i .., t< !I.!• •¢ gqn ri e +v 85 ` �.E -ice I� a• i e �,;F z m`o O� , A Es �;1; T2. . A Ys0Si. IS°.. s ep i rill :OAF,Zo N- 1.if i 3 8, , a . t el, O o▪3n�+ l{qu 5r e • i. n § 5S �� 00o i' hi s :tip-. ; p g vz :i":1713, w s Pi s sB = r" g o"m as : !i:..-;11 a a . I e a !z ^—V r •Y g ; z " * �C OCf <$h 9 �6�r S ! a i � ?�E :� :IT 5'w; yY c •i� N C _b.rri t °Y•'8S ' 0 1y i • Stacie Hoskins From: Stacie Hoskins Sent: Monday, June 02, 2014 11:06 AM To: 'Jerry Jaragosky' Cc: 'The Bugaj's' Subject: RE: permit# BLD14-00072 Hi,Jerry, I completed most of my work and can finish once I receive the revised site plan. Time spent on the project has exceeded that paid at time of application by one hour. If you submit the one hour fee of$76 with the site plan, I won't need to invoice the fee and can issue it without further delay. Thanks, Stacie From: Stacie Hoskins Sent: Friday, May 30, 2014 7:57 AM To: 'Jerry Jaragosky' Cc: 'The Bugaj's' Subject: RE: permit # BLD14-00072 Thanks,Jerry. I can give you a better ETA for the permit issuance after I receive the revised site plan. Have a great weekend! Stacie From: Jerry Jaragosky [mailto:41©jaragoskyconstruction.com] Sent: Thursday, May 29, 2014 8:21 PM To: Stacie Hoskins Cc: The Bugaj's' Subject: RE: permit # BLD14-00072 Thank you Stacie, please give me a few days, lets say Monday or Tuesday to get you a revise lot plan Jerry Jaragosky From: Stacie Hoskins [mailto:SHoskinsCaco.jefferson.wa.us] Sent: Thursday, May 29, 2014 12:06 PM To: Jerry Jaragosky Cc: Donna Frostholm Subject: RE: permit # BLD14-00072 Hi,Jerry, Thank you for your email. I located the letter from John & Lori Bugaj from the archived file regarding item#1. For item#2, you are absolutely correct that infiltration is something we need to be extra careful with in landslide hazard areas. Thus, I relied on the geotechnical report for stormwater recommendations. I spoke with Dan McShane this morning, and he indicated he does not have an issue with infiltrating the stormwater for the garage. Given it cannot be directed toward the septic drainfield, please indicate to me either in writing or with a revised site plan where you would like to direct it. I'm not comfortable making that decision because there are three sides of the garage where it can be 1 S directed via gutters and downspouts. We want to make sure the site plan is accurate and reflects the desires of the applicant. Regarding the stream, I see that it was noted in the file for the original home, but it was not addressed during the review. Given the proposed garage is located more than 75 feet from the mapped stream, I can approve this location. Once I hear back from you on the stormwater location, I can proceed to issue the permit. I anticipate I could do this administrative work including writing the permit next week if I have your response by tomorrow. Thank you, Stacie L qodfa4 Planning Manager,Jefferson County Department of Community Development 621 Sheridan Street * Port Townsend, WA 98368 Phone 360-379-4463 * Fax 360-379-4451 shoskins(off co.jefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. From: Jerry Jaragosky [mailto:41 @jaragoskyconstruction.com] Sent: Thursday, May 29, 2014 5:45 AM To: Stacie Hoskins Subject: RE: permit # BLD14-00072 Hi Stacie, sense you are reviewing things there was a few other concerns that Donna had in her letter. (1) A letter requesting a reduced setback from the adjacent commercial forest land. Why is she asking for this and who is to Wright the letter and who is it addressed to and what is it to say and I have never heard for any required set backs from commercial forest lands before and does the property owner of the commercial forest land have some sort of"Wright of way" on my customers property that they do not know of?? (2) Site plan to address the flow path from the structure that is directed toward the septic drain field. Is it that Jefferson County is the only county that does not alter site plans? You are not able to direct the flow path or pen in a dry well or French drain on the site plan your self? It is easer for your customers if they have knowledge up front as to what would be expectable by the county instead of a guessing game and many site plans and trips. Note: I do personally believe that putting unneeded water in to the ground cause unstable ground and it is unnatural, remember OSO.This is my belief as to why we have some hill slides, county requiring us to channel all of the rain water directly into the ground) Thank you for your time. I hope you will have a great day Jerry From: Stacie Hoskins [mailto:SHoskins@co.iefferson.wa.us] Sent: Wednesday, May 28, 2014 4:14 PM To: Jerry Jaragosky Subject: RE: permit # BLD14-00072 Hello,Jerry, 2 S • I received your phone message and I requested the file from archives for when you constructed the house. I'll get back to you after I review the file. Stacie From: Jerry Jaragosky [mailto:jaragosky(&huohes.net] Sent: Wednesday, May 28, 2014 3:51 PM To: Stacie Hoskins Cc: Stacie Hoskins Subject: RE: permit # BLD14-00072 From: Jerry Jaragosky [mailto:41(ajaragoskyconstruction.com] Sent: Wednesday, May 28, 2014 3:46 PM To: The Bugaj's' Subject: FW: permit # BLD14-00072 Hi Lori, Please see the additional requirements that need to be met, was this required when you built your house, if not I do not see why it is now, on the Jefferson county GIS mapping system this ledge stream is designated as a DRN storm run off and is a non-fish habitat. From: Stacie Hoskins [mailto:SHoskinsCa�co jefferson.wa.us] Sent: Wednesday, May 28, 2014 10:09 AM To: 41@jaragoskyconstruction.com Cc: Donna Frostholm Subject: RE: permit # BLD14-00072 Hello,Jerry, Thank you for your inquiry. I see you provided the getochnical addendum as requested. I see from the information request letter dated March 11, 2014 (attached),that Donna also requested the revised site plan to address the flow path from the structure that is directed toward the septic drainfield. Further, she requested a letter requesting a reduced setback from the adjacent commercial forest land. Given the LIDAR mapping shown below, it does appear that a non-fish stream runs across your property. In order to make the determination that it is not a stream, you would need to hire a biologist to review the area, complete a report and submit it to our department for consideration. We work with the Washington State Department of Natural Resources for a determination of whether something is to be classified as a stream or not. 3 • • . era,. • 9 " F* a '" IV/ } J • I hope this helps you with continuing to provide the needed information for our department's continued review of your application. Best regards, Stacie I. qoausa Planning Manager,Jefferson County Department of Community Development 621 Sheridan Street * Port Townsend, WA 98368 Phone 360-379-4463 * Fax 360-379-4451 shoskinsPco.jefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. From: Zoe Ann Lamp Sent: Wednesday, May 28, 2014 9:51 AM To: Stacie Hoskins Subject: FW: permit # BLD14-00072 From: Jerry Jaragosky [mailto:41( jaragoskyconstruction.com1 Sent: Wednesday, May 28, 2014 6:45 AM To: Zoe Ann Lamp Subject: RE: permit # BLD14-00072 Hi Zoe, Can you look into my permit and see if the is any other information the county needs, my customers have got the geo-teck survey done and turned into the county. I know that the county have asked for a new lot plan because someone thought there was a stream on there property and I looked into it and discovered that there is not any streams on there property so I believe that a new lot plan is not needed. 4 • • Thank you. Jerry Jaragosky Jaragosky Enterprise LLC From: Zoe Ann Lamp [mailto:ZLamp @co.jefferson.wa.us] Sent: Wednesday, March 19, 2014 11:07 AM To: jaragosky @hughes.net Subject: Copy of Receipt Mr. Jaragosky, I apologize for the frustrations you've had with our department. As you requested attached is a copy of the invoice for your building permit. 1 will contact other members of the building permit review team to make sure you are contacted if any additional information is needed. Please confirm that you received this email. Thank you. Sincerely, Zoe Ann Lamp, AICP Associate Planner, DRD Lead Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Phone: 360-385-9406 Fax: 360-379-4473 e-mail: zlamp @co.jefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to Public Disclosure under Chapter 42.56 RCW Please note: Our office is open to the public 9:00 a.m.-4:30 p.m. Monday to Thursday, closed Noon- 1:00; Closed Fridays. 5 • • Page 1 of 5 Jerry Jaragosky From: The Bugaj's [lekjhb @earthlink.net] Sent: Monday, June 02, 2014 11:10 AM To: 'Jerry Jaragosky' Subject: RE: permit#BLD14-00072 Hi Jerry, Go ahead and pay her. We will be out to the house this weekend if we need to cut you a check then. Not sure where we stand with funds at this point. And thank you for your follow up with this. Looks like we'll be able to begin soon! Lori From: Stacie Hoskins [mailto:SHoskins @co.jefferson.wa.us] Sent: Monday, June 02, 2014 11:06 AM To: Jerry Jaragosky Cc: The Bugaj's' Subject: RE: permit # BLD14-00072 Hi,Jerry, I completed most of my work and can finish once I receive the revised site plan. Time spent on the project has exceeded that paid at time of application by one hour. If you submit the one hour fee of$76 with the site plan, I won't need to invoice the fee and can issue it without further delay. �- r Thanks, r{V '� 12--1 t 9-Stacie ` L (Lt -1Q From: Stacie Hoskins Sent: Friday, May 30, 2014 7:57 AM To: 'Jerry Jaragosky' Cc: 'The Bugaj's' Subject: RE: permit# BLD14-00072 Thanks, Jerry. I can give you a better ETA for the permit issuance after I receive the revised site plan. Have a great weekend! Stacie From: Jerry Jaragosky [mailto:41Maraaoskvconstruction.com] Sent: Thursday, May 29, 2014 8:21 PM To: Stacie Hoskins Cc: The Bugaj's' Subject: RE: permit # BLD14-00072 Thank you Stacie, please give me a few days, lets say Monday or Tuesday to get you a revise lot plan Jerry Jaragosky From: Stacie Hoskins [mailto:SHoskinsOco.jefferson.wa.us] 6/2/2014 • • Page 2 of 5 Sent: Thursday, May 29, 2014 12:06 PM To: Jerry Jaragosky Cc: Donna Frostholm Subject: RE: permit# BLD14-00072 Hi,Jerry, Thank you for your email. I located the letter from John & Lori Bugaj from the archived file regarding item#1. For item#2, you are absolutely correct that infiltration is something we need to be extra careful with in landslide hazard areas. Thus, I relied on the geotechnical report for stormwater recommendations. I spoke with Dan McShane this morning, and he indicated he does not have an issue with infiltrating the stormwater for the garage. Given it cannot be directed toward the septic drainfield, please indicate to me either in writing or with a revised site plan where you would like to direct it. I'm not comfortable making that decision because there are three sides of the garage where it can be directed via gutters and downspouts. We want to make sure the site plan is accurate and reflects the desires of the applicant. Regarding the stream, I see that it was noted in the file for the original home, but it was not addressed during the review. Given the proposed garage is located more than 75 feet from the mapped stream, I can approve this location. Once I hear back from you on the stormwater location, I can proceed to issue the permit. I anticipate I could do this administrative work including writing the permit next week if I have your response by tomorrow. Thank you, Staele 1'. 7 cwit[ga Planning Manager,Jefferson County Department of Community Development 621 Sheridan Street * Port Townsend, WA 98368 Phone 360-379-4463 * Fax 360-379-4451 shoskins@cojefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. From: Jerry Jaragosky [mailto:41(a)iaracloskvconstruction.com] Sent: Thursday, May 29, 2014 5:45 AM To: Stacie Hoskins Subject: RE: permit # BLD14-00072 Hi Stacie, sense you are reviewing things there was a few other concerns that Donna had in her letter. (1) A letter requesting a reduced setback from the adjacent commercial forest land. Why is she asking for this and who is to Wright the letter and who is it addressed to and what is it to say and I have never heard for any required set backs from commercial forest lands before and does the property owner of the commercial forest land have some sort of"Wright of way"on my customers property that they do not know of?? (2) Site plan to address the flow path from the structure that is directed toward the septic drain field. Is it 6/2/2014 • • Page 3 of 5 that Jefferson County is the only county that does not alter site plans?You are not able to direct the flow path or pen in a dry well or French drain on the site plan your self? It is easer for your customers if they have knowledge up front as to what would be expectable by the county instead of a guessing game and many site plans and trips. ( Note: I do personally believe that putting unneeded water in to the ground cause unstable ground and it is unnatural, remember OSO.This is my belief as to why we have some hill slides, county requiring us to channel all of the rain water directly into the ground) Thank you for your time. I hope you will have a great day Jerry From: Stacie Hoskins [mailto:SHoskins @co.jefferson.wa.us] Sent: Wednesday, May 28, 2014 4:14 PM To: Jerry Jaragosky Subject: RE: permit # BLD14-00072 Hello,Jerry, I received your phone message and I requested the file from archives for when you constructed the house. I'll get back to you after I review the file. Stacie From: Jerry Jaragosky [mailto:jaragosky @hughes.net] Sent: Wednesday, May 28, 2014 3:51 PM To: Stacie Hoskins Cc: Stacie Hoskins Subject: RE: permit # BLD14-00072 From: Jerry Jaragosky [mailto:41 @jaragoskyconstruction.com] Sent: Wednesday, May 28, 2014 3:46 PM To: 'The Bugaj's' Subject: FW: permit # BLD14-00072 Hi Lori, Please see the additional requirements that need to be met, was this required when you built your house, if not I do not see why it is now, on the Jefferson county GIS mapping system this ledge stream is designated as a DRN storm run off and is a non-fish habitat. From: Stacie Hoskins [mailto:SHoskinsl&co.iefferson.wa.us] Sent: Wednesday, May 28, 2014 10:09 AM To: 41@jaracioskyconstruction.com Cc: Donna Frostholm Subject: RE: permit # BLD14-00072 Hello,Jerry, Thank you for your inquiry. I see you provided the getochnical addendum as requested. I see from the information request letter dated March 11, 2014 (attached),that Donna also requested the revised site plan to address the flow path from the structure that is directed toward the septic drainfield. Further, she requested a letter requesting a reduced setback from the adjacent commercial forest land. 6/2/2014 • • • Page 4 of 5 Given the LIDAR mapping shown below, it does appear that a non-fish stream runs across your property. In order to make the determination that it is not a stream, you would need to hire a biologist to review the area, complete a report and submit it to our department for consideration. We work with the Washington State Department of Natural Resources for a determination of whether something is to be classified as a stream or not. 14 http://gisserverl output/eh__gisserver46085045651.jpg I hope this helps you with continuing to provide the needed information for our department's continued review of your application. Best regards, Stacie 4. 'oad'na Planning Manager,Jefferson County Department of Community Development 621 Sheridan Street * Port Townsend, WA 98368 Phone 360-379-4463 * Fax 360-379-4451 shoskins@co.jefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. From: Zoe Ann Lamp Sent: Wednesday, May 28, 2014 9:51 AM To: Stacie Hoskins Subject: FW: permit # BLD14-00072 From: Jerry Jaragosky [mailto:41Caliaracioskyconstruction.coml 6/2/2014 • • Page 5of5 Sent: Wednesday, May 28, 2014 6:45 AM To: Zoe Ann Lamp Subject: RE: permit # BLD14-00072 Hi Zoe, Can you look into my permit and see if the is any other information the county needs, my customers have got the geo-teck survey done and turned into the county. I know that the county have asked for a new lot plan because someone thought there was a stream on there property and I looked into it and discovered that there is not any streams on there property so I believe that a new lot plan is not needed. Thank you. Jerry Jaragosky Jaragosky Enterprise LLC From: Zoe Ann Lamp [mailto:ZLamo0co.iefferson.wa.us] Sent: Wednesday, March 19, 2014 11:07 AM To: iaraooskv(fhuohes.net Subject: Copy of Receipt Mr. Jaragosky, I apologize for the frustrations you've had with our department. As you requested attached is a copy of the invoice for your building permit. I will contact other members of the building permit review team to make sure you are contacted if any additional information is needed. Please confirm that you received this email. Thank you. Sincerely, Zoe Ann Lamp, AICP Associate Planner, DRD Lead Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Phone: 360-385-9406 Fax: 360-379-4473 e-mail: zlamp(aco.jefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to Public Disclosure under Chapter 42.56 RCW Please note: Our office is open to the public 9:00 a.m.—4:30 p.m. Monday to Thursday, closed Noon— 1:00; Closed Fridays. 6/2/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma. 70120,00E ..IIIft 7111 F 70120100E r Legend 701201011 / .—t Selected Features / ...,r JC Roads MI Parcels-H III Wetlands 701201003 i 1 l. 1 j 7 P9.0`t 701201009 74 i 701201002 Mass troodeml M dribs»CCWIT)C alta Senecas GIS 2*111 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Mar 11 15:02:06 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 3/1 1/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma. /j 1 E: r I 701201008 ' i- 701201006 t IrlkL 1I Legand 701207017 CI Selected Features ,AJ JC_Reads t. ParceH-H XH2Ot0IXt MY t 111 Seismic Hazard ',, 1 ,v- 1 �' i 701201000 I i I 3 701201002 t1.v;:ro:�d v:_eir•.riCurr.:•Crva r..a�G9 _ 0■21111 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Mar 11 15:02:54 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 3/11/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map T012010pG • s LL s v_ Legend Selected Features JC_Roads Parcels-H Landslide Hazard • s+les irgn Moderalc Sham lo?iY';.c1 nelw..dbta+Coxei C■ an Evvca GYS I ... - FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Mar 11 15:03:15 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?S erviceName=ovmap&C lientV ersion=4.... 3/11/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma. 7012010011 701201006 , 1 r 1 701201011 f Legend Selected Features • :C_Reads 701201003 els-H EMA FIRMS se 4 . alga x570 ■ ane, / 1PAf / , i, ,�Pe 701201009 I A 701201002 i Maas mewled tf dbai Garth Cara Sreaes GlS FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Mar 11 15:03:38 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 3/11/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma. (r_j . . . L , ,i,,, ...., „._at,-ii l VIM / Legend r' Selected Features / JC Roads /� Parcels-11 l� . Erosion Hazard r i // PG,„ f/ i 1 1 r / ?0`20'002 \trrx. v:ma v:.cx-r.o Cwr:Gc r.-s ic":.c:GG 0∎211it 1 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Mar 11 15:03:54 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 3/11/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map I :'I /0120th 1 1 . 1 I 701201017 Legend Selected Features JC_Roads Parcels-H 701201003 Critical Aquifer Recharge Areas SUSC-UNN ERSARPA•SUSC n sus, SARPA n SAR PA•UNN /Q 701201009 I 1 Mos Pawl by Aelean Carr Calm Sewers GYS 0 2••.17 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Mar 11 15:04:14 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 3/11/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map zr. ,C.•2ti•_:• Legcne Selected Features .0 Reads Parcels-H Shoreline Slope Stability' • 70.20'012 II ti,VO°� 70'20'00g. f ir7 tce 0-21!h FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Mar 11 15:04:46 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&Client V ersion=4.... 3/11/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 4 t L_ Legend Selected FeatLre5 C F^ads �J/(fjJJ- Parcelsai 1 701201000 701201012 fry SIPZ if i II _ p`e16 I0,20,009 \ 1 l r ,,. 701201002.. \VCS sanded M xllv,m Cy Ce+rs Ser..ae.GIS 0∎2110 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Mar 11 15:05:26 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 3/11/2014 Map Output • Page 1 of 1 ArcIMS HTML Viewer Ma• *. i ''" .70,1,008 r V. ri 70,11005 a . i �r# 70 201051 a. Lege nd Selected Features 4, JC_Roads Parcels•H 2011 Aerial Photos 701201003 701201012. I Q1� a .. 701201009: k 1r 11:er.on:da:r:.c^c•.�r�JJ"n Cc-r.e Sc-::x SIS FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Mar 11 15:06:35 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 3/11/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map se _ , - +i 0; rv. -- -- 1 70120100f0 _ ' )\� �� \.701201006 , It - �70/21NDtt { Legend (\ 0� Selected Features �/ , K l of JC_Roads I.4\� . 1 It _i Parcels-H J" J Contours -. 701201003 , 5/ 701201012 a f 10 Feetconieur / P;` V SO Foot Contour 1.-. o e ) t 150 ,_;‘_.,_c¢ \I S::Dods!M JdbmrCavy Car!Ser.ccs 0 M■1111=1111111M 2'111 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Mar 11 14:57:43 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion°4.... 3/11/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map -- f• _ -`mil�. •.' l . / '_ • l -t ' �- vii t l . ` fiIT- S Jr� ., r _1 r% J Jf I,�� 2 ` k`. } • f � 1/, �1 ♦ /41.0:k �-- \\S ? iS'''' - ��,! • Donna Frostholm From: Zoe Ann Lamp Sent: Wednesday, March 19, 2014 11:16 AM To: Donna Frostholm; Linda Atkins; Frank Benskin Subject: Agent for BLD14-00072 Bugaj-322 Piper Rd. Quilcene Jerry Jaragosky just phoned. The property owner has been receiving requests for information but he has not. Please make sure that all additional information requests go to Mr. Jaragosky. He has been designated as the agent for this permit. His contact information is below: Jerry Jaragosky 288975 US Hwy 101 Quilcene, WA 98376 Phone: 360-765-0363 Fax: 360-765-0364 Email: jaragoskyahughes.net Thank you! Sincerely, Zoe Ann Lamp, AICP Associate Planner, DRD Lead Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Phone: 360-385-9406 Fax: 360-379-4473 e-mail: zlampa,co.jefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. AU e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to Public Disclosure under Chapter 42.56 RCW Please note: Our office is open to the public 9:00 a.m. -4:30 p.m. Monday to Thursday, closed Noon- 1:00; Closed Fridays. 1 • • ,tsON co JEFFERSON COUNTY G2< DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.Jefferson.wa.usicommunitydevelooment ys.Fo Tel: 360.379.4450 I Fax:360.379.4451 I Email:dcd(nlco.lefferson.wa.us l Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center March 11, 2014 JOHN H BUGAJ LORI E BUGAJ 21021ST AVE E SEATTLE WA 98112-5317 RE: SITE ADDRESS: 322 PIPER RD CASE#: BLD14-00072 Dear JOHN H BUGAJ: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. The parcel is mapped as a geologically hazardous area and a report prepared by Stratum Group (dated January 24, 2007) was submitted. Geotechnical reports can be used for up to five years, assuming conditions onsite do not change. Since the report was prepared more than five years ago, an addendum to the report is needed. The addendum letter should clearly state whether conditions on the property have changed and whether any additional recommendations or requirements would be needed to keep the slope stable. Submit an addendum to the geotechnical report prepared by a qualified professional. A stream is mapped on the property. The stream and 75-foot buffer need to be shown on the site plan. If any portion of the proposed garage is within the stream buffer, submit a habitat management plan prepared by a qualified professional. Submit a revised site plan showing the stream and buffer. The site plan shows splash blocks that would direct water towards the septic drainfield. Submit a revised site plan based on stormwater requirements in the 2012 Ecology Stormwater Management Manual for Western Washington. The parcel is in close proximity to land zoned as commercial forest. There is a 250-foot building setback from commercial forest land. This setback can be reduced if applicants submit a letter stating that they understand that there are inconveniences associated with logging, such as noise, dust, and possible additional surface water runoff. If you have any questions, I can be contacted by phone at 360-379-4466 or by email at dfrostholm @co.jefferson.wa.us Please submit the above information to the Department of Community Development by June 9, 2014. Pursuant to Jefferson County Code, JCC 18.40.110(3)and (6), if the applicant does not submit the additional information or does not request additional time to submit the required information within the ninety (90)calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. @u aj ni - O007g • S (Oa ea4 14 oopi af ,) Sincerely, ■-partment f Co munity Development 5'taf,Z c: File \\tidemark\data\forms\F_MLT Addlnfo_Requst.rpt 3/11/2014 SEP05-00260 PETERSON F Application Received: 8/11/2005 Pitt Issued/Case closed: 7i26/2007 Cie Finaled: 11/27/2007 SOM05-00260 BUGAJ F Application Received: 11/27/2007 Permit Issued/Case closed: Case Finaled: USR07-00078 BOGAJ F Application Received: 7/10/2007 Permit Issued/Case closed: 2/28/2008 Case Finaled: 2/28/2008 \\tidemark\data\forms\R_Parcel_CRMLA.rpt 3/11/2014 Page 3 of 3 III III . # o F„.1. f =» k ; „ It ! 3 /( / ) ! ! ! ! ! 2 / ƒ / _ _ _ , . . � , J 3 + 3 / =e w .616.:3 Fr j CO \ 0 ® \ cm / o / . ` a \ � \LJI I _ I ~ ! \ CODO » 2.4 . I & � . �, « r, 5I8e$ , , NO " - ) 44o D\, + G# ▪ ~§ ! ! 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AL 1:24 UG-Uraan Commercial rC'20-rn2 UG-Uraan Lgm Maestro Maas 7m-didey.:eblvrCd'ge Co-ea '.cr.GlS 0∎2"f1 UG-MOR UG-NOR UG-Pueuc uG-LOR UG•VeNtoc Orrarlea Cantu er:.a MPR4RN/f111000 CFdaNRLO Corlewmt Form: Meal ReeaseneOferlay FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Mar 11 15:05:51 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 3/11/2014 • • kw g � � b jai a �,. 4. ,, I1. ` Y Vi4{. o 0.a« z yy i +d. �'+ a 3g ' Alt k . t `wi 4 " ` M i LoNO ire 4 !:1' t . "416 9 i 1 CFE a 4 E a r. o cw' t .1.1:1 '' I.,i .°. . i �5 1 • e •.°.� e. p• GO d' 71 .: I 5 ; E w '^ zJ . qd •4r J r nit 6 a a o p W of a p -111 i m gi p$ HP .. 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I r 1 ■ .v.c.- i l 707201009 11;cr:raodea try JeWerscri CaavyC-m*1&nom.GIS 0®211fi FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Mar 11 14:57:09 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 3/1 1/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map - '' '' 701201008 .' r 1 r 11 / I S d r'.k 701201006 / !ra j Legend f Selected Features t JC Roads P 701201011 arcelsdi Shoreline DesignationArc Conearvancasuauraan .ar Confvancebbutm 70120100:1 ____________ x si Urban Suburban Wald NaWrai rf Consorrann I I_ Nvl a arSaournan t�J7 ..a, Omar �II 1 70120100• Shoreline Designation- Poly ■ Nan urx ■ Consonancy N i Omar ff/�"j' 701201002 i Nam wooded n7 Jabam Cobb Ceara Stresses GS _ .._,........._...,...........Z••r FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Mar 11 14:58:07 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 3/11/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma. 701201008 ry 701201008 r' 1 pp �r l 1 !>fL�. '„ 701201011 Lad FeatCI ures Features ive JC Roads �, Parcels-H 701201003 DNR Water Bodies In ■ N ■ s l I I No Desq nal on . �`� P 701201009 701201002 Vax. i;J(Pd m.cfl w',-o.rr.. �cs$eicmt(a5 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Mar 11 15:00:00 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&C lientV ersion=4.... 3/11/2014 Map Output • Page 1 of 1 ArcIMS HTML Viewer Map 701201009 I, • li 7._........... ........_77...........„.......„...........N.. _________ 1 . f , 70!201009 , ` L...... 701201011 Legend Selected Features JC_Roads Parcels-H LU DNR FP Stream l012010 O3 Classification F.Fah SWAM V N-Non-fall NabAr / 1 V NP-Nonden NabLet.Paren nu■ JA,! Ns-NpH�M Na6fa.Smona. 4/ S.kranMwwn Seeman* p0 I P.4` , l'° 701201069 r .\\17".".---"""""" "..."7..................er; ----_, i 701201002 i. I,i ..un C6[src.,rssc�s y .- FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Mar 11 Q 14:59:12 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 3/11/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 70120100E - _ ,- t I1. ,7_______ _______ 1 ____ 701201 S= 701201011 Legend Selected Features JC_Raads 4 Parcels-H 701201003��, 701201012 DNR Streams ,kf Typo Rabilbleb■, 1we5 Type• /s J Type Type2 .. >&/ Type 1 �t�et'Q'A ,d Other 701201009 ..") Maps Arundel St idp+ai Cary Genital Serer G S 0M■IIIIIIII 211h FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Mar 11 14:59:42 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 3/11/2014 • • From: Stacie Hoskins [mailto:SHoskins @co.jefferson.wa.us] Sent: Wednesday, May 28, 2014 10:09 AM To: 41@jaragoskyconstruction.com Cc: Donna Frostholm Subject: RE: permit # BLD14-00072 Hello,Jerry, Thank you for your inquiry. I see you provided the getochnical addendum as requested. I see from the information request letter dated March 11, 2014(attached),that Donna also requested the revised site plan to address the flow path from the structure that is directed toward the septic drainfield. Further, she requested a letter requesting a reduced setback from the adjacent commercial forest land. Given the LIDAR mapping shown below, it does appear that a non-fish stream runs across your property. In order to make the determination that it is not a stream, you would need to hire a biologist to review the area, complete a report and submit it to our department for consideration. We work with the Washington State Department of Natural Resources for a determination of whether something is to be classified as a stream or not. t M y d' 1m, j �• 9 tl VI I hope this helps you with continuing to provide the needed information for our department's continued review of your application. Best regards, Stacie 4. qod eifte Planning Manager, Jefferson County Department of Community Development 621 Sheridan Street * Port Townsend, WA 98368 Phone 360-379-4463 * Fax 360-379-4451 shoskinsc co.jefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. 2 • • From: Zoe Ann Lamp Sent: Wednesday, May 28, 2014 9:51 AM To: Stacie Hoskins Subject: FW: permit # BLD14-00072 From: Jerry Jaragosky [mailto:41 @jaragoskyconstruction.com] Sent: Wednesday, May 28, 2014 6:45 AM To: Zoe Ann Lamp Subject: RE: permit # BLD14-00072 Hi Zoe, Can you look into my permit and see if the is any other information the county needs, my customers have got the geo-teck survey done and turned into the county. I know that the county have asked for a new lot plan because someone thought there was a stream on there property and I looked into it and discovered that there is not any streams on there property so I believe that a new lot plan is not needed. Thank you. Jerry Jaragosky Jaragosky Enterprise LLC From: Zoe Ann Lamp [mailto:ZLamp @co.jefferson.wa.us] Sent: Wednesday, March 19, 2014 11:07 AM To: jaragosky @hughes.net Subject: Copy of Receipt Mr. Jaragosky, I apologize for the frustrations you've had with our department. As you requested attached is a copy of the invoice for your building permit. I will contact other members of the building permit review team to make sure you are contacted if any additional information is needed. Please confirm that you received this email. Thank you. Sincerely, Zoe Ann Lamp, AICP Associate Planner, DRD Lead Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Phone: 360-385-9406 Fax: 360-379-4473 e-mail: zlampco.jefferson.wa.us Jefferson County DCD Mission: To preseive and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to Public Disclosure under Chapter 42.56 RCW 3 • • Please note: Our office is open to the public 9:00 a.m.-4:30 p.m. Monday to Thursday, closed Noon- 1:00; Closed Fridays. 4 • • Stacie Hoskins From: Stacie Hoskins Sent: Wednesday, May 28, 2014 10:09 AM To: '41 @jaragoskyconstruction.com' Cc: Donna Frostholm Subject: RE: permit# BLD14-00072 Attachments: 2014-03-11_Bugaj_AddllnfoRequest.pdf Hello,Jerry, Thank you for your inquiry. I see you provided the getochnical addendum as requested. I see from the information request letter dated March 11, 2014 (attached),that Donna also requested the revised site plan to address the flow path from the structure that is directed toward the septic drainfield. Further, she requested a letter requesting a reduced setback from the adjacent commercial forest land. Given the LIDAR mapping shown below, it does appear that a non-fish stream runs across your property. In order to make the determination that it is not a stream, you would need to hire a biologist to review the area, complete a report and submit it to our department for consideration. We work with the Washington State Department of Natural Resources for a determination of whether something is to be classified as a stream or not. r + -..N J tr p; er �•. t fi ,jj"' Y ,A ID : l � I „. ; ,4"--,010. 40)., of,e4twii, J. 4- -,- ,i4,K. ....d.,,,r . I hope this helps you with continuing to provide the needed information for our department's continued review of your application. Best regards, Stelae Z. g041. urc Planning Manager,Jefferson County Department of Community Development 621 Sheridan Street * Port Townsend,WA 98368 Phone 360-379-4463 * Fax 360-379-4451 shoskinsPco.iefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. 1 • • All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. From: Zoe Ann Lamp Sent: Wednesday, May 28, 2014 9:51 AM To: Stacie Hoskins Subject: FW: permit # BLD14-00072 From: Jerry Jaragosky [mailto:41@jaragoskyconstruction.com] Sent: Wednesday, May 28, 2014 6:45 AM To: Zoe Ann Lamp Subject: RE: permit # BLD14-00072 Hi Zoe, Can you look into my permit and see if the is any other information the county needs, my customers have got the geo-teck survey done and turned into the county. I know that the county have asked for a new lot plan because someone thought there was a stream on there property and I looked into it and discovered that there is not any streams on there property so I believe that a new lot plan is not needed. Thank you. Jerry Jaragosky Jaragosky Enterprise LLC From: Zoe Ann Lamp [mailto:ZLamo @co.iefferson.wa.us] Sent: Wednesday, March 19, 2014 11:07 AM To: jaragosky @hughes.net Subject: Copy of Receipt Mr. Jaragosky, I apologize for the frustrations you've had with our department. As you requested attached is a copy of the invoice for your building permit. I will contact other members of the building permit review team to make sure you are contacted if any additional information is needed. Please confirm that you received this email. Thank you. Sincerely, Zoe Ann Lamp. AICP Associate Planner, DRD Lead Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Phone: 360-385-9406 Fax: 360-379-4473 e-mail: zlamp(&,co.jefferson.wa.us 2 • • Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to Public Disclosure under Chapter 42.56 RCW Please note: Our office is open to the public 9:00 a.m. -4:30 p.m. Monday to Thursday, closed Noon- 1:00; Closed Fridays. 3 0 • ��oq. o� JEFFERSON COUNTY 2 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment iruo�oa Tel:360.379.4450 Fax:360.379.4451 I Email:dcdnaca.ief€erson.wa.us Building Permits&Inspections!Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center March 11,2014 JOHN H BUGAJ LORI E BUGAJ 210 21ST AVE E SEATTLE WA98112-5317 RE: SITE ADDRESS: 322 PIPER RD CASE#: BLD14-00072 Dear JOHN H BUGAJ: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. The parcel is mapped as a geologically hazardous area and a report prepared by Stratum Group (dated January 24, 2007) was submitted. Geotechnical reports can be used for up to five years, assuming conditions onsite do not change. Since the report was prepared more than five years ago, an addendum to the report is needed. The addendum letter should clearly state whether conditions on the property have changed and whether any additional recommendations or requirements would be needed to keep the slope stable. Submit an addendum to the geotechnical report prepared by a qualified professional. A stream is mapped on the property. The stream and 75-foot buffer need to be shown on the site plan. If any portion of the proposed garage is within the stream buffer, submit a habitat management plan prepared by a qualified professional. Submit a revised site plan showing the stream and buffer. The site plan shows splash blocks that would direct water towards the septic drainfield. Submit a revised site plan based on stormwater requirements in the 2012 Ecology Stormwater Management Manual for Western Washington. The parcel is in close proximity to land zoned as commercial forest. There is a 250-foot building setback from commercial forest land. This setback can be reduced if applicants submit a letter stating that they understand that there are inconveniences associated with logging, such as noise, dust, and possible additional surface water runoff. If you have any questions, I can be contacted by phone at 360-379-4466 or by email at dfrostholm @co.jefferson.wa.us. Please submit the above information to the Department of Community Development by June 9, 2014. Pursuant to Jefferson County Code, JCC 18.40.110(3) and(6), if the applicant does not submit the additional information or does not request additional time to submit the required information within the ninety(90)calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. o • Stacie Hoskins From: Jerry Jaragosky [41 @jaragoskyconstruction.com] Sent: Thursday, May 29, 2014 5:45 AM To: Stacie Hoskins Subject: RE: permit* BLD14-00072 j Hi Stacie, sense you are reviewing things there was a few other concerns that Donna had in her letter. (1) A letter requesting a reduced setback from the adjacent commercial forest land. Why is she asking for this and who is to Wright the letter and who is it addressed to and what is it to say and I have never heard for any required set backs from commercial forest lands before and does the property owner of the commercial forest land have some sort of"Wright of way" on my customers property that they do not know of?? (2) Site plan to address the flow path from the structure that is directed toward the septic drain field. Is it that Jefferson County is the only county that does not alter site plans? You are not able to direct the flow path or pen in a dry well or French drain on the site plan your self? It is easer for your customers if they have knowledge up front as to what would be expectable by the county instead of a guessing game and many site plans and trips. Note: I do personally believe that putting unneeded water in to the ground cause unstable ground and it is unnatural, remember 050.This is my belief as to why we have some hill slides, county requiring us to channel all of the rain water directly into the ground) Thank you for your time. I hope you will have a great day Jerry From: Stacie Hoskins [mailto:SHoskins @co.jefferson.wa.us] Sent: Wednesday, May 28, 2014 4:14 PM To: Jerry Jaragosky Subject: RE: permit # BLD14-00072 Hello, Jerry, I received your phone message and I requested the file from archives for when you constructed the house. I'll get back to you after I review the file. Stacie From: Jerry Jaragosky [mailto:jaragosky©hughes.net] Sent: Wednesday, May 28, 2014 3:51 PM To: Stacie Hoskins Cc: Stacie Hoskins 7 J Subject: RE: permit # BLD14-00072 From: Jerry Jaragosky [mailto:41©jaragoskyconstruction.com] Sent: Wednesday, May 28, 2014 3:46 PM To: 'The Bugaj's' Subject: FW: permit # BLD14-00072 Hi Lori, Please see the additional requirements that need to be met, was this do not see why it is now, on the Jefferson county GIS mapping system this le run off and is a non-fish habitat. 1 • i (iiv3N co& JEFFERSON COUNTY �� A DEPARTMENT OF COMMUNITY DEVELOPMENT 4.. i•r` . . 621 Sheridan Street • Port Townsend • Washington 98368 4`S .._ K.0 360/379-4450 • 360/379-4451 Fax http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE(I.E., SITE) Size of parcel acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet (rd/ sq Sl H S 2_-- Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds, that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir, western hemlock,western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern,foam flower, and fireweed. LAND DISTURBING ACTIVITY, CONVERSION OF NATIVE VEGETATION, AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: 1r��'� Does the project convert%acres or more of Construction site for structures sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. fIC sq/ft Circle: Yes CDP Well, utilities,etc. e- sq/ft Does the project convert 2'/2 acres or more of Driveway, parking,roads,etc. sq/ft native vegetation to pasture? Lawn, landscaping,etc. 1/ ,, / sq/ft Circle: Yes elt Other compacted surface, etc. /2 sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance (r O0 0c2 sq/ft Cut Fill Z�-' (cu/yd) (over) stormwater calc worksheet Rev 9-9-2010—REV 9/9/2010 , 4 iii Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW tt EXISTING r Structures(all roof area) 1, ! 5 sq/ft Structures(all roof area) / 1// sq/ft Sidewalks CC sgift Sidewalks e sq/ft Patios sq/ft Patios �/�7 sq/ft (� ! Solid Decks sq/ft Solid Decks 5 sq/ft (without infiltration below) (without infiltration below) yy Driveway, parking, roads, etc 63( sq/ft Driveway, parking, roads, etc /69 sq/ft Other sq/ft Other sq/ft Total New 1(21", '_sq/ft Total Existing 3, 2�/J sq/ft TOTAL NEW+TOTAL EXISTING' ((f' 7 a 4 sq/ft "This amount will be used BY STAFF to beck total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: • 01"( • % Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "smalr projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected pro erty. �� mar - s 2 Zb — zL 14-,-- NER OR AUTH /ZED REPRESENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stormwater calc worksheet Rev 9-9-2010—REV.9/9/2010 r l in-04_ 33 EU° 0 -3s STRATUM GROUP r O ©3 1451 Grant Street,Bellingham,WA 98225 Phone(360)714-9409 RECEIVED January 24, 2007 JAN 302O8 Lori and John Bugaj 210 21st Avenue East Seattle, WA 98112 JEFFERSON COUNTY BCD Re: Geology Hazard Assessment Tax Parcel 701201012 Piper Road Quilcene, WA 'Dear Mr. and Ms. Bugaj: Stratum Group is pleased to present the results of our geology hazard evaluation of the above referenced property on a shoreline bluff. The purpose of this geology evaluation was to assess the risk of slope failures impacting the proposed development on the subject property and provide general site development and maintenance recommendations. This evaluation included a visual inspection of the property and vicinity, a visual inspection of the slopes on the property and vicinity,review of available geologic mapping in the area, and inspection of the shoreline at the base of the bluff. The property location is indicated on Figure 1. The property is located on the east side of the Bolton Peninsula in the northeast quarter of Section 20, Township 27, Range 1 West W.M. The property extends from the shoreline of Dabob Bay on the east up the slope to an elevation of approximately 150 feet on the west side of the property. SCOPE OF SERVICES The scope of our services included the following: 1) Conducted a site visit to visually inspect the subject property including the slope conditions, shoreline conditions, and relevant conditions in the vicinity of the property. 2) Observed surface soil conditions on the slope and on the uplands above the slope. 3) Prepared this report summarizing our findings, including a qualitative evaluation of the slope stability in regards to the proposed building site on the property, recommendations for site development, and recommendations for further investigation, if necessary. • • R CEIVED January 24,2007 Tax Parcel 701201012,Piper Road,Quikene,WA JAN 3 0 2000 Geology Assessment JEFFERSON COUNTY DCD GENERAL GEOLOGY Northwestern Washington has been occupied by continental glaciers at least four times during the Pleistocene Epoch(1.6 million to 10,000 years ago). During these glacial and accompanying interglacial periods, the underlying bedrock was eroded and a relatively thick layer of glacial related and interglacial fluvial sediments were deposited over the underlying bedrock in the vicinity of the subject property. The Geologic Map of Surficial Deposits in the Seattle 30' by 60' Quadrangle, Washington (Yount, Minard, and Dembroff, 1993) indicates the bluff is underlain by undifferentiated Pleistocene deposits. These deposits are described as consisting of poorly exposed gravel, sand, silt, and clay of uncertain provenance. The Geologic Map of East-Central Jefferson County, Washington(Birdseye, 1976) indicates the shoreline and bluff exposed on the subject property and vicinity is underlain by Pre-Vashon glaciation stratified deposits. Birdseye indicated that there are three glacial till deposits on the bluff in the vicinity of the property: the Possession Till, the Double Bluff Till, and the Vashon Till. The Vashon Till is the youngest of the tills and the Double Bluff Till is the oldest. The till deposits were deposited directly by glacial ice and consist of a mix of rock fragments embedded in a matrix of fine grained material consisting of clay and silt sized rock particles. The Pre-Vashon stratified deposits are described as consisting of sand, gravel, silt and clay deposited prior to the last ice age. These deposits were deposited by glacial melt water and by interglacial streams and rivers. Observations on the subject property, slopes in the vicinity of the property, and upland areas above the subject property are consistent with the mapping described above. However, based on mapping I have conducted along the east side of the Bolton Peninsula a relatively thin discontinuous layer ice margin deposit is present on the terrace-like topography on the east side of the peninsula including on the subject property. The ice margin deposit consists of very poorly sorted sand and gravel and silt deposited along the margin of wasting glacial ice that would likely have occupied Dabob Bay near the end of last glacial period. Most of the property is underlain by compact sand and gravel. Compact sand and gravel deposits underlay most of the steep shoreline slope. A very compact sandy silt with gravel glacial till unit is located along the mid section of the steep shoreline bluff. Glacial till is present at two locations on the steep slopes of the property and till deposits underlie the lower bluff slopes to the north of the subject property. The till at the base of the bluff is likely the Double Bluff Till and the till observed on the mid portion of the slope is likely the Possession Till. Stratum Group File: 1.12.07 2 EIVED JAN 3 0 2000 January 24,2007 Tax Parcel 701201012,Piper Road,Quikene,WA Geology Assessment COUNTY DEB occur on a periodic basis at the end of the swale on the south side of the property. The flow of water at this steep slope location has caused erosion back into the bluff face creating an amphitheatre-like alcove in the bluff face just south of the subject property. A very small seep of water was present within the alcove area below the swale at the time of my site visit in January 2007. I observed the same location during an extreme rain fall event in winter of 2006 and noted a similar flow of water. As noted above there are a number of dry drainage swales that appear to never or only very rarely have surface water flow in the vicinity of the property. Based on my observations it appears that a small volume of water reaches the bluff face in the swale along the south boundary of the property during periods of very wet weather. The swale on the north side of the property and another swale on the property north of the subject property show no evidence of surface water flow impacting the bluff face. A large deeper swale on the property south of the subject property shows evidence of periodic surface water flow only at the lower end of the swale. The primary difference between the swales is the surface area of the catchment areas above the swales. The swale on the south property line has a larger catchment area than the dry swales to the north. The swale on the property south of the subject property has a much larger catchment area and has subsequently had more frequent surface water flow at the end of the swale with corresponding deep erosion. The shoreline conditions along this section of shoreline are very good. The beach consists of a sand and gravel beach. Landslide debris is present along the toe of the slope at numerous locations along this reach of shoreline. The landslide debris generally contains woody material and is acting as an effective armor against future shoreline erosion. For the most part the shoreline in this area is in a natural condition with little if any shoreline armoring. Sediment derived from slope erosion as well as stream erosion to the south and north is maintaining beach conditions such that toe erosion at the base of the bluff is very slow. The shoreline bluff failures are the result of toe erosion at the base of the bluff. Based on the presence of mature trees on the steep slope,the recurrence interval of bluff failures that impact the entire slope appears to be on the order 50 years or more. CONCLUSIONS AND RECOMMENDATIONS Based on my inspection of the subject property and vicinity, I conclude that a residence can be located on the upland portion of the property as indicated on the site plan sketch. Any residence should be located at least 40 feet back from the top of the steep shoreline bluff slope. A residence located at this site should not be at risk from bluff erosion or landsliding that would threaten the structure within the expected life of the structure (100 years) as long as our recommendations are Stratum Group File:1.12.07 4 • RECEIVED January 24,2007 JAN 3 0 2C08 Tax Parcel 701201012,Piper Road,Quilcene, WA Geology Assessment ��!! p n p followed. JE FE N CO DO No debris should be placed on the top of the bluff or on the steep bluff slope. Thinning and trimming of trees on the bluff slope or within the 40-foot bluff setback should be limited to topping of alders and maples and limbing for view corridors of Douglas fir. Douglas fir can be thinned such that at least one tree per 30-foot center is left. Any debris from thinning on the bluff slope itself should be removed from the slope. At least 65% of the upland area should be left as tree-covered. Storm water run off from the roof gutters should be routed into dispersion trenches to the south and north of the building area. Water should be able to readily infiltrate into the ground at these sites. The septic drain field will not cause any stability problems on the steep slopes as long as the drain field is located at least 40 feet back from the steep shoreline bluff slope. A very rough trail descends to the shoreline between the east facing bluff slope and the alcove area associated with the swale on the south side of the property. Use of the this trail will not cause any slope stability problems on the site as long as the trail is no more than one foot wide. Please note, however, that the trail appears to leave the property on its lower reaches. CLOSURE Please note that there are inherent risks associated with lots near or adjacent to steep slopes. These are risks that the building owner should recognize and be willing to accept. If conditions appear different than those described in this report, or other concerns arise,we request that we be notified so we can review those areas and modify our recommendations as required. We appreciate the opportunity to be of service to you. Should you have any questions regarding please contact our office at(360) 714-9409. Sincerely yours, �.,ek V(as j4 Stratum Groupa� p I Dan McShane, M.Sc., L.E.G. eo Licensed Engineering Geologist , ij J o r P ri:eI MICSKiTtne Stratum Group File: 1.12.07 5 • 4,! map printed on 01/25/07 from "Untittpo" • 122°51.000' W 122°50.000' W 122°49.000' W WGS84122°48.000' W /�� I f ,_.!1.'J vl 0 n •..� /./' 1 ^1�1�h F . ;1.4110 C: it$.. l ' ` - t 1 I ' � `i 9: } \111 ✓ j ._ 1 I F "1—:....7: 11°4117:'''..:1•4'4:::-.1.,< s1 d'� 1 �t ,IIO.,� \‘‘ I ' '■ I /} I�y \ "::- F f a , - .F s , y �� 4 � � til' I ``;1' r r s w is ,I J Jl \l ( d'_ " i 13 - � �` r . / i X1 �'o ��.. 1 � IV 5.. 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A \ ,0 VI (5, \ NI t ■ Ow' \ 1' .._. -,........... s: cr , co -4- —El> ---- :7: S) \ ? - , --...,is S --'0 •••,6 4 ■ ik. t5 1 IU - r, - i•-. t4 ;r, = ' .1.,‘ - 1,, 5 ,%; ;•-r---:' --I-- tr, ^a ,. - , A, -4.•:. 0 :,.. ..c,/p. ■ - _/ /4 ?,S4 Z M411■ L 1 .."', i 1 44J \IN '1 — r‘2.\"-- -7L / ���,, 18150'PROPER 11€ \ 1.29' N .._ 8 111 / t ‹ •% . • STRATUM GROUP 1451 Grant Street,Bellingham, WA 98225 Phone(360)714-9409 April 30, 2014 Lori and John Bugaj 210 21St Avenue East Seattle, WA 98112 Re: Geology Hazard Assessment Update for proposed garage Tax Parcel 701201012 Piper Road Quilcene, WA Dear Mr. and Ms. Bugaj: I visited the site in April 2014. It is my understanding that you are proposing adding a garage to the site to the northwest of thee existing home. Site conditions have changed little since my last inspection of the site in July 2012. That inspection determined that the development of the site had been completed consistent with the recommendations made my geology hazard assessment. (Stratum Group, January 24, 2007). The proposed garage will be located on the site consistent with Stratum Group's recommendations. Site conditions including the steep bluff slope and shoreline have not changed appreciably since my last site visit. No slope failures have taken place and the steep slope vegetation has become denser as areas that had had minor slope failures in 1997 have continued to have tree and brush growth.No recent erosion has taken place at the base of the shoreline bluff as the beach remains built up such that water reaching the toe of the slope is a very infrequent event. The geology hazard assessment conclusions and recommendation completed previously for the property are still appropriate and consistent with current site conditions. Should you have any questions please contact our office at (360) 714-9409. Sincerely yours, r^° '§V a sh,71-;,,, Stratum Group 4 a ,0 t 1 ( � n9 E rTh L-Dan McShane,M.Sc., L.E.G. f gar I ! MAY 1 4 2014 Licensed Engineering Geologist y� ,� 0 I ) D n s 1 have JEFFERSON COUNTY — ••--- DEPT.OF COMMUNITY DEVELOPMENT • • • Stacie Hoskins From: Dan McShane [mcshanedan @gmail.com] Sent: Monday, June 02, 2014 3:02 PM To: Stacie Hoskins Subject: Re: BLD14-00072 Bugaj, Piper Rd residence Stacie: It will be ok to put the water just down from the drain field. It will still be be back far enough from the bluff as to be consistent with the original proposal. On Mon, Jun 2, 2014 at 1:31 PM, Stacie Hoskins <SHoskins(Jco jefferson.wa.us> wrote: Hi, Dan, I received the attached revised site plan for the Bugaj residence today. I can't approve it as shown since it directs stormwater into the reserve drainfield area. Are you okay with it extending beyond the reserve area and flowing closer to the bank? Thanks for your help. Sadie L'. qoa(eia4 Planning Manager,Jefferson County Department of Community Development 621 Sheridan Street * Port Townsend, WA 98368 Phone 360-379-4463 * Fax 360-379-4451 shoskins p co.jefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. 1 • • From: Dan McShane [mailto:mcshanedan@gmail.com] Sent: Thursday, May 29, 2014 10:31 AM To: Stacie Hoskins Subject: Stacy: The storm water can be dispesed around the perimeter of the garage area without causing slope stability problems. Dan McShane Stratum Group 360-714-9409 (office) 360-510-5406 (cell) Reading the Washington Landscape Dan McShane Stratum Group 360-714-9409 (office) 360-510-5406 (cell) Reading the Washington Landscape 2 • • Jefferson County DCD Building Division Correction Notice PERMIT UMBER V I - CXo07z OWNER 'LG4 JOB LOCATI 3j22 - i ei c ° . Inspection this structure has fo 4 nd the following violations: — L s. - al 'A./ • I / � Ale) 11%.)a ' 1013 _4 -j-_ ; i'A.)5 2, , • _ h. �Jeess /s '=o v/pea t You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corr- tions have been made, call for inspection. Date /� /e0 Inspect. J4 BUILDING DIVISION(360)379-4450 ISPECTION HOTLINE (360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE • • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER /7 — U6O7Z- OWNER g/AG4r S JOB LOCATION 3zZ •Pi PFs' rD Inspection of this structure has found the following violations: L i(Ncrt r-/U#14/aJ 6 p P 1W,4f L, F2 log_ raND 5,4NEn 01-=1:-- 5 L 41 Aria- f i.e Fe- ,/ctisPAZ=I'I& ) t ),/c—t-) 0 L I \ (, 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 f r inspection. Date IZ/q Inspector J� �LC BUILDING DIVISION (360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE • • Jefferson County Building Division Permit Number: BLD14-00072 Applicant: BUGAJ BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 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 days 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 ffrtilq Erosion Control Post Holes Rough-in Plumbing Framing fi'ilic Blocking D• rywell/Alt Drainage Address Posted S• eptic System Finaled A final inspection will not be scheduled until all of the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION 7\(c( I) FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD14-00072 1.) A vegetative buffer of 40-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. 2.) AGeotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 40-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed garage. 3.) 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. 4.) 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." 5.) All construction activities shall not encroach upon the landslide hazard buffer. This includes the storage or preparation of materials. 6.) 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. 7.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 8.) SLH 9.) NO DEBRIS SHALL BE PLACED ON THE TOP OF THE BLUFF OR ON THE STEEP BLUFF SLOPE. THINNING AND TRIMMING OF TREES ON THE BLUFF SLOPE OR WITHIN THE 40-FOOT SETBACK SHALL REQUIRE REVIEW AND APPROVEL BY THE JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT. 10.) RESIDENCE SHALL MAINTAIN A 40 FOOT SETBACK FROM THE TOP OF THE STEEP SHORELINE BLUFF SLOPE. 11.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 12.) The site plan as submitted with the garage application on June 2, 2014 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 datedJune 2, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. • • 13.) Jefferson County has determined that the use of real property for agriculture and forestry operations is a high priority and favored use in the county. The county will not consider to be a nuisance those inconveniences or discomforts arising from such operations, if such operations are consistent with commonly accepted best management practices in compliance with local, state, and federal laws. If your real property includes or is within five hundred (500) feet of real property designated as Rural Residential 1:10 or 1:20, Rural Industrial, Rural Commercial, Agriculture, or Forestry, you may be subject to inconveniences or discomforts arising from such farming and forestry operations, including but not limited to noise, tree removal, odors, flies, fumes, dust, smoke, the operation of farm and forestry machinery during any 24-hour period, the storage and disposal or manure, and the application of permitted fertilizers and permitted pesticides. One or more of these inconveniences may occur as a result of agricultural and forestry operations which are in conformance with existing laws and regulations. 14.) This approval is for a garage only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. \\tidemark\data\forms\F BLD Permit_Bldg.rpt 6/5/2014 • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00072 Received Date: 2/28/2014 SITE ADDRESS: 322 PIPER RD Issue Date 6/5/2014 QUILCENE, 98376 Expiration Date 6/5/2015 OWNER: JOHN H BUGAJ PHONE: 360-765-3768 LORI E BUGAJ 21021ST AVE E SEATTLE WA 98112-5317 TURNER SHORT PLAT SUBDIVISION: Block: Lot: 2+ PARCEL NUMBER: 701201012 Section: 20 Township: 27 N Range: 01 W CONTRACTOR: JARAGOSKY CONSTRUCTION INC PHONE: 360-765-0363 288975 HWY 101 QUILCENE WA 98376 Contractor's License JARAGEL866BP Expires 1/17/2016 PROJECT DESCRIPTION: 32x34 Pole Building, garage/shop, no heat, no plumb TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 21,760.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 1 088 CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $278.00 MEB 02/26/14 148415 Exist: Exist: Plan Check $180.70 MEB 02/26/14 148415 Prop: Prop: State Building Code $4.50 MEB 02/26/14 148415 Total: Total: Total: $463.20 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 ADAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED