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Home My WebLink AboutBLD2014-00174 • BUILDING PERMIT APPLI ION BLD14-00174 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00174 Received Date: 5/20/2014 SITE ADDRESS: 8455 FLAGLER RD NORDLAND, 98358 OWNER: LYNNE M SWEENEY PHONE: 206-284-7340 8W LEE ST SEATTLE WA 98119-3320 GLENNAN SUBURBAN ACRE SUBDIVISION: Block: Lot: PARCEL NUMBER: 953700412 Section: 29 Township: 30 N Range: 01 E CONTRACTOR: HATHON INC PHONE: 360-774-1779 954 DISCOVERY RIDGE RD PORT TOWNSEND WA 98368 Contractor's License HATHOI*878RT Expires 12/30/2015 REPRESENTATIVE: TERRY MCHUGH PHONE: (360) 379-4570 P 0 BOX 441 360-385-4196 PORT TOWNSEND WA 98368 PROJECT DESCRIPTIOP NSFR with propane & attached unheated garage TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,551 VALUATION 270,000.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 364 SHORELINE: CONST TYPE: DECK: 350 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 36705 BEDROOMS: BATHROOMS: Exist: Exist: 0 Prop: 2 Prop: 2 Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,217.00 JLA 05/19/14 148639 APPROVED State Building Code $4.50 JLA 05/19/14 148639 Potable Water Application $67.00 JLA 05/19/14 148639 JUN 10 2014 Plan Check $1,441.05 JLA 05/19/14 148639 Total: $3,729.55 Jefferson County DOC \\firlamarl\rlofe\fnrmc\G RI fl Ann Rlrl rnf F/)fl1)f lA • v-` ON r‘ DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 I Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment : 0,co E-mail:dcd @co.jefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT#: BLD14-00174 APPLICANT: LYNNE M SWEENEY PHONE: 206-284-7340 8W LEE ST SEATTLE WA 98119-3320 SITE ADDRESS: 8455 FLAGLER RD Issue Date: 06/10/2014 NORDLAND, 98358 Final Date: SUBDIVISION: 9537 Block: Lot: PARCEL NUMBER: 953700412 Section: 29 Township: 30 N Range: 1E PROJECT DESCRIPTION: NSFR with propane & attached unheated garage THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes f O THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON \\tidemark\data\forms\F_BLD_Occupancy.rpt 2/27/2015 Lynne M.Sweeney Michael D.Sweeney 8 West Lee Street Seattle,WA 98119 206-284-7340 December 18,2014 Ms. Colleen Zmolek, Project Planner stf? Ms. Donna Frostholm,Associate Planner/Wetland Scientist Vt t (da , -� Jefferson County-Department of Community Development 2 621 Sheridan Street / Port Townsend,WA 98368 ' ItY,11l (ti 1 e ' Dear Ms.Zmolek and Ms. Frostholm: (ci z " Re:Building Permit:BLD14-00174 SPAAD:Case It ZON13-00050,MLA13-00149(Carl H.Johnson) Property Address:8455 Flagler Road,Nordland,WA 98358 Parcel It:953700412 In accordance with the Habitat Management Plan ("HMP") (dated 3/4/14)issued with respect to the above referenced Building Permit/SPAAD issued on 6/10/14 and 6/4/14, respectively,we hereby submit and enclose photos,which show the state of the property buffer zone as of 12/13/14,as required under the HMP. The photos are numbered(on the reverse side)and,generally,were taken in an approximate location as the photos attached to the HMP. Enclosed is a digital copy,as well as a physical copy,for your review. You should note that the buffer zone has been properly marked as required in the SPAAD. Also,most of the readily accessible English Ivy and Scots Broom located in the buffer zone has been killed or removed.The Scots Broom located on the bank will be removed once it is safe to do so and the balance of English Ivy located on the ground in the buffer zone will be removed, in the early to mid- spring of 2015. Should you have any questions or require any further information or clarification, please contact the undersigned at the address noted above. Your very truly, Otfrit Lin U:1_,Leijru.,% Lynne M.S eeney Michael D.Sweeney Enclosures- As stated 1 - 4 rT1r cH Ikv.�r- N m P _ , , „.,_. , ,, -,:..- ,_ ` }F� z*� >� d � `. Photo 1 is taken from the * ' -,"t''''r >, '. existing dirt driveway from just — ,� , _ :"' outside the proposed reduced '+•, 4: t ��-: :7 . : buffer. It looks westerly toward ,, i4 the shoreline. There is a small — ,s; _ clearing within the buffer that ,, was created historically. A low wood platform used for tent — camping was located in the •" cleared area. A picnic table remains at the top of the shoreline bank. • '- "f y .., ¢' i s:,..„,-at, ; " Photo 2 looks northerly from the n: existing driveway at the edge of the a rF4 a, reduced buffer. This area was Y ;� . J historically cleared, but two forked y' madrona trees remain around which ` . �" is mowed grass and volunteer native plants. .,, ..., Photo 3 looks northeasterly along ' ' '` the driveway from roughly the ` same location as Photo 2. It is included to document the forested conditions that dominate the entire „. ” „ property. Photoplate#1 ECOLOGICAL LAND SERVICES, INC. DATE:3/14/14 Project Name:Flagler Road Property DWN: JB Client: Sweeney PRJ.MGR:JB Jefferson County, 1157 3rd Ave.,Suite 220 Longview,WA 98632 PROJ.#:2146.01 Washington (360)578-1371 Fax:(360)414-9305 • ■ W '` Photo 4 is taken from the top of -t* f ! '4 . * -- ' 4 the shoreline bank and looks 0 ,L. north to document the location of • existing Douglas fir trees. These ;...„4.-. trees will remain within the i buffer to provide a measure of habitat protection and features "° k along the shoreline. 1, y `' r" 4?4 Photo 5 is taken from a slightly q1, '-y r► ',�y ` !y:x.: '' different angle to show the position ' t • ' of the trees at the very top of the ,� shoreline bank. The grass is about f. ' �` ti- 25 feet wide and extends to the very top of the bank. Oregon A grapes were observed growing right " along the bank and most were observed overhanging the bank. The tree closest to the photographer • is a broken topped, live tree that provides perching habitat for raptors, herons, and kingfishers. ECOLOGICAL LAND SERVICES, INC. Fi Photoplate#2 _ DATE: 3/14/14 Project Name: agler Road — -t"�_ DWN: JB Client:Sweeney PRJ.MGR:JB Jefferson County, PROJ.#: 2146.01 Washington 1157 3rd Ave.,Suite 220 Longview,WA 98632 — (360)578-1371 Fax:(360)414-9305 Photo 6 is taken from near the x top of the shoreline bank and looks east to show the upland 4 forest that lies outside the reduced buffer (background) and occupies about 1/3 of the reduced buffer(right half). - 4 P4''''s , ��. Photo 7 is taken from the top of the k { { �, ri- shoreline bank and looks east to g show the conditions across the ;f eastern 1/3 of the reduced buffer. It . t ,�, ,1 also documents the forested conditions just on the other , ; .. ;f y' , e property. The forest in this area is .7-, dominated by madrona with a dense high shrub layer of ocean _ Fv spray and salal on the ground. 4 Numerous young Douglas fir trees r dominate the shrub layer as well. _ .' � * 0 > Photo 8 is taken from the top of the a t:, shoreline bank near the northwest 4,'` corn er of the property. It looks east '� ' "� - along the top of the bank to ik y document conditions in this area of ' the property and reduced buffer. „,.' �� ,` - ECOLOGICAL LAND SERVICES, INC. Photoplate#3 DATE: 3/14/14 Project Name: Flagler Road — DWN: JB Client: Sweeney r,-, _ = PRJ.MGR:JB Jefferson County, 1157 PI Ave.,Suite 220 Longview,WA 98632 PROJ.#: 2146.01 Washington (360)578-1371 Fax: (360)414-9305 Photo 9 is taken from the top of the bank near the northwest corner of the site and looks south along the shoreline bank. It shows the current conditions of ¢'=' the bank, which is mostly vegetated with grass and Scot's broom and the beach, which is composed of cobble. Photo 10 is taken from the top of the shoreline bank and looks down the bank to the cobble beach. As { mentioned above, the bank is dominated by grasses with scattered Scot's broom, which will ,;',-.7114 be removed as part of the habitat management plan mitigation measures. 1, •f -' Photo 11 is taken from the same location as Photo 10 and looks northerly along the shoreline bank. This area shows mostly bare %N ground present along this section of the bank with scattered grasses. ECOLOGICAL LAND SERVICES, INC. Photopll DATE:3/14/14 F Project Name: agl er Road DWN: JB Client:Sweeney PRJ.MGR:JB Jefferson County, PROJ.#:2146.01 Washington 1157 3rd Ave.,Suite 220 Longview,WA 98632 (360)578-1371 Fax:(360)414-9305 "x t Photo 12 is taken from near the 4,1:� northwest corner of the property. -- .. It looks easterly the f , �� , shrub cover that into occupies dense the northern 1/4 of the reduced buffer. This area is densely vegetated with ocean spray, young Douglas ....., firs, red flowering currant, Nootka rose, Oregon g grape, as well as Scot's broom. Scot's broom will be removed from the reduced buffer as part of the IiMP mitigation measures. a E `� + Photo 13 is taken from the same $ location as Photo 12 and looks . i southeasterly across the northern %2 =y of the reduced buffer. — — ;� ..„ Photo 14 shows a young pacific �4 ' -1, , rhododendron bush that is growing .., within the vegetated portion of the r: '"� *' reduced buffer near the shoreline irk . � .� � �� bank. j Rhododendrons are d4 is — " . .-- * ;� t spreading across other portions of F''''-,-14;,;, ` ' ,4 W , ''; ��* - the reduced buffer including the c - g occupying the central rte;s portion of the buffer. rte , °, A 1", ECOLOGICAL LAND SERVICES, INC. Photoplate#5 DATE:3/14/14 Project Name:Flagler Road — DWN: JB Client:Sweeney r =- =_ PRJ.MGR:JB Jefferson County, 1157 3`�Ave.,Suite 220 Longview,WA 98632 PROJ.#:2146.01 Washington — (360)578-1371 Fax:(360)414-9305 4 e �,� `'_ ,,, Photo 15 is taken around one of ' Y ' ' '44,,‘:;f' _1. the madrona trees that lie at the } � ` : ,�.� 4 east edge of the clearing and near f� & . �s the reduced buffer is t edge. It 4 � , ,�` ' included to document the spread i ' of native volunteers into the — � � � - -i- 41'. M r clearing from the surrounding z l ' : 4' .:•` dense forest. Young rhododendrons are growing right ; next to the tree with a few .1 ' .' '1141; . '. Oregon grape - ... :C pe scattered around r "":� � the tree. Photo 16 shows another of the °` madrona trees in the clearing near the reduced buffer edge. There are a few snowberries and Oregon grape growing around this tree that are volunteering from the adjacent undisturbed forest. They are not easy to see because of the low growth of the Oregon grape and the '4`' ''' lack of leaves and berries on the -`" . ;► =` :,* , snowberries. These plants are � ` ' expected to continue spreading and .' `' r - . 4; volunteering into the clearing. lt, Photoplate#6 ECOLOGICAL LAND SERVICES, INC. DATE:3/14/14 Project Name:Flagler Road Property DWN: JB 4 PRJ.MGR:JB Client: Sweeney rd PROJ.#:2146.01 Jefferson County, 1157 3 Ave., Suite 220 Longview,WA 98632 Washington (360)578-1371 Fax:(360)414-9305 c, 4 � _ rte," N ' ��y� ~IMU �. Y e 3?�k ' T�:s '''''' .;s441.1*` . ' ti, . ':.'iris '''''''t.'-''''' .• : ,...,';`,4`.. - A,p -'` 5t du y x• «�a - . F`' ,' ap t *{ s . •, - y, ` . # ( :4:,4iirt . :.:Ili.'..,,I, ,...,:.11""16:*. . � 1r lillik{ #�f E r* � ��x sg # ` r ,} ap �ti iris. At :. ,�r4 L . i Yom ` ti 2 • P fI!tF.Y ., ".'1"'"-:T•'V • ig; '.',''i't';`,' i` . "::::44.11:41tlft,''' -A. '6. -Z--' -. .411461"4—.*4'ir'''•'.'",-..- -,i••4g,i ' - all. 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J � y 4'' I / a.. ,44•, � kk v F ,,` r , `� � t _ - a.M `r,, r' i 4 Y i" i 4 4' �Ir 4 a., 1 ,II ryn.a, ., i ti" w. i° J!* x , o � " • as ;g L / y 4 4- N ,ts� ".'' ka ` II6. w x ' l'''''' a +fi °"i f�,$ j'Ili t y t t� # Y+�•,,w..h+p..is«+.., .,, ,�;,.;.: "'R, `,Awe,' , xYsis .-.0,, } '4 ,, ` r 7,... r ' Cs`+c. `S :k 0 4, Na ^e�*, of qt... „.„...... -y,,r .. � V1 jar! I ." �, ..Ic.i .141/0,014"1"1.-y :, k 4`f w,�µ ra` yy� ��4gON c,G 1 A�, JEFFERSON COUN = 9S DEPARTMEN F COMMUNITY DEVELOP T *IN- 1, f Date: ` Time Received: E ±Z. am0 Mon. Tue. Wed. Thu . a Date: BLD: f — 7(-f_ Contact Name: .t Owner: 40J Contact Number: 360 7 , Address: 206 Notes: r C. Foundation Plumbing Framing Propane Tank Mechanical` _,t Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile • Ceiling oid � _ Nci- I 1 1\ 01,at u,�+� f w� a� � °1 • Inspections ar required to be calle y 3:00 pm to receive an inspection the ray. Do to staffing issues,at this time,we cann�uarantee that you will receive an inspects the next day. day. lnless you/receive a call from us,assume we will arrive on your requested inspection day. u may leave an inspection request 24 hours a day, and Inspections are available from Mond through Friday. We c nnot determine the time we will arrive in advance. However, if you call our office the r morhring of your inspection, around 9:00 a.m.,we can give an estimate of when the inspector will arrive.lOur general office phone number is 360 379-4450. • pproved set of plans are to be on site with building permit for all inspections. If permit and plans are not on site at time of inspection,a re-inspection fee must be paid prior to re-scheduling another inspection. • If no access, no inspections will be performed, and a re-inspection fee must be paid prior to re-scheduling another inspection. • Inspectors will not access a home that has personal affects inside when the owner is not present. • Commercial projects require 24 hour notice for inspection. . . , . , •64—I 1— C ( id-1 Yi k s 4 . , • ,:,FF ,gOS c% JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT g Date: 2-(6, Time Received: am/pm Mon. ��u Wed. Thur. Fri. Date: — BLD: 14 ( C� ( Contact Name: Owner: Contact Number: 360 7 9 Address: 0 Pl`R 206 �� Notes: `'jam iW .fi.re..l..e LS .t , c Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling A ,,? JEFFERSON COUNTY vrN_°,V DEPARTMEIOOF COMMUNITY DEVELOP NT Date: //... Time Received: � 22 amen Mon. Tue. Wed. lap Fri. Date: ii_ Zd BLD: / 7y Contact Name: Owner: / Contact Number: 360 Address: R415-3- rL �-_ 206 ? 771 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 Setbacks Floor X Foundation Wall Address Posted Block&Tile Ceiling • Q¢gON CO w a JEFFERSON COUNTY 2,'sxING�, DEPARTMENSF COMMUNITY DEVELOPIV JT EARLY Date: Time Time Received: 1;Of a pm Mon. Tue1 Wed. Fri. Date: 7 /3 BLD: 14 /-7 Contact Name: Owner: $14)501)y Contact Number: 360 774 /77' Address: 2455 FL-116Z(_Hit 206 Notes: bra 'fro ra 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 X Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling - Inspections are required to be calle by 3:00 pm to receive an inspection the Aik day. Do to staffing issues,at this time,we can uarantee that you will receive an inspecillithe next day. day. Unless you receive a call from us,assume we will arrive on your requested inspection day. You may leave an inspection request 24 hours a day, and Inspections are available from - Monday through Friday. • We cannot determine the time we will arrive in advance. However, if you call our office the morning of your inspection,around 9:00 a.m.,we can give an estimate of when the inspector will arrive. Our general office phone number is 360 379-4450. • An approved set of plans are to be on site with building permit for all inspections. If permit and plans are not on site at time of inspection,a re-inspection fee must be paid prior to re-scheduling another inspection. • If no access, no inspections will be performed, and a re-inspection fee must be paid prior to re-scheduling another inspection. • Inspectors will not access a home that has personal affects inside when the owner is not present. • Commercial projects require 24 hour notice for inspection. el-for ON c�°2a JEFFERSON COUN• • 21 DEPARTMENT OF COMMUNITY DEVELOPMENT �� 9..�tNG.SO Date: Time Received: "z_.?_(-- amai Mon. Tue. Wed. Thur. Date: BLD: N-17! Contact Name: Owner: Contact Number: 360 Address: jt-1.5 FLA4(€i- Eaffip 77 y /7799 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 Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling /ZaN a I L &)N JEFFERSON COUN X M DEPARTMENWF COMMUNITY DEVELOPIIOVT A i L I( Date: 0.4 Time Received: 9c54 ir'm Mon. Tue. ge Thur. Fri. Date: b/26- BLD: pi 0017 4 Contact Name: Owner: Contact Number: 360 `174 177 if Address: 134.i.c II Aca f alz 'b 206 Notes: girt:35'01> euT Foundation Plumbing Framing Propane Tank Mechanical Setbacks )1/4. Under-ground Framing Under ground Furance Footing x Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling • Inspections are required to be calle • by 3:00 pm to receive an inspection the rMday. Do to sia staffing issues, at this time,we cann uarantee that you will receive an inspect the next day. day. Unless you receive a call from us,assume we will arrive on your requested inspection day. • You may leave an inspection request 24 hours a day, and Inspections are available from Monday through Friday. • We cannot determine the time we will arrive in advance. However, if you call our office the morning of your inspection, around 9:00 a.m.,we can give an estimate of when the inspector will arrive. Our general office phone number is 360 379-4450. • An approved set of plans are to be on site with building permit for all inspections. If permit and 1 plans are not on site at time of inspection,a re-inspection fee must be paid prior to re-scheduling another inspection. • If no access, no inspections will be performed,and a re-inspection fee must be paid prior to re-scheduling another inspection. • Inspectors will not access a home that has personal affects inside when the owner is not present. • Commercial projects require 24 hour notice for inspection. �SON CO 4� ti� JEFFERSON COUNjjW k� DEPARTMEN F COMMUNITY DEVELOPINT,,,NOe Date: Time Time Received: / 9/ arr> Mon. Tue. Wed. Thur. Fri. Date: BLD: 1 y- / 7 (( Contact Name: Owner: Contact Number: 360 7 7i/ ( 7 ?q Address: g`-f Ft-A/ 206 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 - Setbacks Floor Foundation Wall Address Posted 1 Block&Tile Ceiling zrig u JEFFERSON COUNTY DEPARTMEN F COMMUNITY DEVELOP T r Date: C-1-2. Time Received: 7/ 30 (/pm Mon. Tue. 421110 Thur. Fri. Date: 9'—Z BLD: 171/ Contact Name: Owner: Contact Number: 360 `7 7'-f /77q Address: gc'c5— FLAIL., 206 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 - Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling t co SOS JEFFERSON COURgTY 1 " DEPARTMENT OF COMMUNITY DEVELOPMENT Date: '.- io Time Received: .20 am/133 Mon. Tue. Wed. ur. Fri. Date: j// BLD: / 7 Li Contact Name: Owner: Contact Number: 360 7710,779 Address: ?tics- FLAY i 206 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 Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling ��gOti coG 4 ti� JEFFERSON COU 9SRrtio"o DEPARTME OF COMMUNITY DEVELOP NT Date: ?._17 Time Received: 5`" am/ ri Mon. Tue. Wed. Fri. Date: BLD: / 7 Contact Name: Owner: Contact Number: 360 7 7.--t/ Address: glI$' " 206 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 - Setbacks Floor Foundation Wall—T-- Address Posted Block&Tile Ceiling go cO\ c� JEFFERSON COUNTY • / " DEPARTMENT OF COMMUNITY DEVELOPMENT Date: q ( Time Received: Cf 13 t pm C �. Tue. Wed. Thur. Fri. Date: BLD: 1 7 1-iv Contact Name: 5-Gillie/ Owner: Contact Number: 360 3Of 37_c2- Address: Lb-5- tr----V �,,r' 206 Notes: C9-1,x) B Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor I Foundation Wall Address Posted Block&Tile Ceiling JEFFERSON COU 9 DEPARTME OF COMMUNITY DEVELOPWNT SHf Iv O CO Date: G,—;—+—Time Received: t '•2 6( am Mon. Tue. Wed. Thur0 ii Date: Z ^2o BLD: j l ` , \ Contact Name: Owner: Contact Number: 360 "2-) 5 f— ( '7 Address: _ f i' i 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks `x, Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling ;,;i J,rr '+L' l F�- pr k t�'� s # vt' `".t.4'1.;+` -.. 7(a .,, „ • "2y#' ''w #f •3y'",t,4 .. 4 .f sf „,...1,'' „,`4,' `'��'9 ?'.Vie r r 0s,r #I ,,,i, r,t ,t- !;S A �ci #')kS "rC••.,:�. . :i, Er •4y.5 jfv 4 ,..,�. .--'4';r-1.1,%'-4X.1 4 . :”'r . 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L__ 7--- ._ ._ ..... .....„- \\\ IN\ II IN3141d013A3G M.1%d' 10 JO id-J0---- I100 • .3;,3f ...„------- ' s' • 1". . ,3, • \— • , \A • tiozM)Ai,01 l' if-1 i i.' r ., __.... r\ • ' L I RAIJEJO ', 1 .__ ___......■ III■ P"lescriptive Energy Code Confiliprice Co for All Climate Zones in Washingta Project Information WIF Contact Infonnatio w This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition,based on the size of the structure,the appropriate number of additional credits are checked as,chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Value U-Factor Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb'e n/a n/a Ceiling 49' 0.026 Wood Frame Wang' '' 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 30g 0.029 Below Grade Walfk 10/15/21 int+TB 0.042 Slabd R-Value&Depth 10,2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 01.Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 02. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. El 3.Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credits) la Efficient Building Envelope Ia 0.5 1 b Efficient Building Envelope lb 1.0 , n lc Efficient Building Envelope lc 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2e Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency -1VAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 Ti 6 Renewable Electric Energy 0.5 2)(41 xJ u rt n 3 Total Credits i "141: 1 "'Please refer to Table R406.2 for complete option descriptions j i "'Please -i/ 1 11 MAY 1 2014 http://www.energv.wsu.edu/Documents/2012%20Res%20Energv.pdf L JEFFERSON COUNTY _ DEPT.OF COMMUNITY DEVELOPMENT , Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .=Ilkinuous insulation, int .= intermediate frig. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. `"10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB"shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. a R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. HATHON INC • Page 1 of 2 • Washington State Department of Labor & Industries HATHON INC Owner or tradesperson 954 DISCOVERY RIDGE RD HATHON, DOUGLAS MICHAEL PORT TOWNSEND, WA 98368 360-774-1779 Principals JEFFERSON County HATHON, DOUGLAS MICHAEL, PRESIDENT HATHON, SANDY ERIN, VICE PRESIDENT Doing business as HATHON INC WA UBI No. Business type 603 076 966 Corporation Parent company HATHON INC 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. HATHOI*878RT Effective—expiration 12/30/2013-12/30/2015 Bond Contractors Bonding & Insurance Co $12,000.00 Bond account no. SK0304 Received by L&I Effective date 12/30/2013 12/17/2013 Insurance Contractors Bonding & Insuranc $1,000,000.00 Policy no. C11SK0304 Received by L&I Effective date 12/30/2013 12/17/2013 Expiration date 12/17/2014 Savings https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603076966&LIC=HATHOI*878RT&SAW= 5/20/2014 W4,1 O J RSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT y + 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitvdevelopment ytN6C Tel:360.379.4450 I Fax:360.379.4451 I Email:dcdna.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): St d Al Vi IQe s t Svcs. (S, J &c FArtti r t Y Tax Parcel Number: q 53•x.0044/7 Property Size: 1./3 lqq r z o3 (acres/square feet) Site Address and/or Directions to Property: r S 45 FtAtAk llbDA-"D , 1\10AV-AAZ , • A 4S3sS Property Owner(s)of Record: LYN nlE 1W. St/J41..) .1) Telephone: 2.06,-.2.43(4-.44(0 Fax: '/Z.S-629- 11 4`t email:LW/4A—ANS It Me. cø - Mailing Address: ? t../JkSrr L�& Sr t ,&r / SE art-La,W 4 '3 t 19 Applicant/Agent(if different from owner): TEt?4 t /v.t/4 tai IN Telephone: 340 -344-'/S Fax: 360 -3Rs--!94 - email:1Mc he OtyPeJ • co IA Mailing Address: P. 6. 68-y q(4, / PV A r- 713 U 13SA14, lug- 9if3 4E4 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) R"Single Family J1 Garage QttacheY 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 Adjustmti• ❑ Address 0 Road Approach 0 Short Plat** ❑Home Business ❑Cottage Industry ❑Binding Site Plan-- Propane ❑Long Plat** Sign ❑Planned Rural Residen - •r <lopment(PRRD)/Amend ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration , 4112624511❑Stormwater Management * Shoreline Master Prog :M mpt'■ ' °ens Li ❑Site Plan Approval Advance Determination(SPAAD) ❑Shoreline Manageme '� • :ntial Development ❑Temporary Use ❑Shoreline Managemen Varia «- ❑Wireless Telecommunication* ❑Comprehensive Pla •C , -F+ '• c�mendmen ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shore - - / -4=4:1.-1 •1.,l1; ,_„• 'ON *May require a Pre-Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate 1' 12 4 A l t CI4 C A it 4 r to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE A iIL.L / II - �..a...4r _ Date: J-5VAI By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the a•- • n that he o(. .,..wants p 'n°otiice.. //s / Signature: 10'/ar1JL/ •�{if-e—ei�Q.(/� Date: / The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)evert if f are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-t Ile res••nsi•T •r adh>rin• o and complying with the ESA. The Applicant has read this disclaimer and ns nd dates it below. Signature:S IL/! Ad \. . _'..'!1 _�� Date: 057/4/ 1 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 assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ffATNbAl I =rJG (3100)R:314,r..('9.49 ( ) MAILING ADDRESS: 154 bl5[Dt16/1Y 44e140 EMAIL: h4TWOA.LNGQ4nlalt.. Cord CONTRACTOR'S LICENSE po4-r TO 4.30 QAJ*, W4 ll3 x:2) WAINS NUMBER: UAW 19'n k.r-. NUMBER ARCHITECT/ENGINEER: I.Ataii.SrAwiMT / l< AK , IS c�ZkE PHONE (36o) 3w //,,t2_, FAX ( ) MAILING ADDRESS: f6,..( U, Tw.A ?0•tr'T wao.►o,/a4. (Nut EMAIL 574 wAokrsc?cAbjcsNex,.GOM Project Type: Frame Ty4e: Bathrooms: Shoreline: Type of Sewage Disposal: xt New X Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: 2. Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: 2 Height: , 4, Individual System ❑ Repair° ❑ Masonry 3o .24 4' SEP Permit# a�'14 - j`1 . ❑ Demolition ❑ Other: Bedrooms: Water Supply: 1 Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: r X Public '0tAcTLIKS NkAr Put+le 14J/ Total: 2— 111%S- Name of System:SC'U'D Sfkr r$ oNwwt If this is a Commercial Project you must answer the following: Ai/A- 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: nderground Tan Above ground tank Size of Propane Tank: Sob eeAL. Heat Stove ook Stove Woodstove nsert) rehtO I evotS telleP I knaT retaWtoH I Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bld App Review: dc' 2 Floor Heated Consistency Review: FZ ,cci . Other Heated Base fee: :2.1` Mezzanine Additional Section: at: , sea.). Heated Basement Plan Check fee: LLt t Unheated Basement State Surcharge fee: e • Other Unheated Pot Water Review fee: 1 01--.. ) U, 61- a Garage/Carport SUBTOTAL . S�, t 3 0 4 !ai3 ccAZO Decks 911/Rd Approach fee: Other - CoUba(p PoAcA 3Sd TOTAL: $ 9(0 21-,`S �a 0k%4.100 ,Receipt Number: ( 4 S (,C` Cash/Check Number: C \ ESTIMAT 0 • - • IRED) Date: .F:•- arket value of all labor and = hats foundation to finish 1\,(1. 9---10 r t- t(7Q ' Initials: V 07/24/2013 01 : c,, [ivi --) ; m !„.‘k , 2014 '—'6- 1?1, _z_ .,....\ Q).....' • .........\--/ i ./. L L.\ . 1 t!FE• ON COUNTY \ T - ...' . . •. .,. ,.. DEPT.OF c iM't, NITY DEVELOPMENT \\N kJ '-C—<,....—..--• 1 \\\ 1 ' . 7_ 1 -cd . ,........._-.------- . 1 \-' —.,.............„ . . . • _ • , ....-- , c\ . L -?--- , - -I . 1 • , ,.. ). -v ------ I \ I ,i t 1 ........-....... ' .---- ... •-• l • 111 ‘'%1-T . 1 i I, .1 . i ■ 0 c-- • . k \ • 1 . i. \ t, \ \ . 1 , '\ i; ----- k \ . .. •1 i .__N \ ; s, 1 I . i ‘ i i ; T - -\ \ (IN \ .? ;s . .). 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[ '( :15 Parcel 953700412 • s( �( c� Utz Printed: May 22, 2014 LYNNE M SWEENEY Site Address(es): 8 W LEE ST 8455 FLAGLER RD NORDLAND, WA 98358 SEATTLE, WA 981193320 Parcel Number: 953700412 S-T-R: 29-30N-01 E Total Acreage 1 Legal Description GLENNAN SUBURBAN ACRE BLK 4 LT 8(LS S125')LY Land Use: 9100 W/RD LOT CERT AF#581174 Flood District: Fire District: 1 Planning Area: 3 Flood Map(FIRM)Panel No: School District 49 Zoning: 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 property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property YES NO [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special Reports Nearby YES NO [ ] Designated Ag YES NO [ ] Shoreline Designation: YES NO [ ] Shoreline Slope Stability: YES NO Stream Type:YES NO FWHCA: YES NO Wetlands: YES NO Pc- Rare Plants:YES NO Seismic: YES NO ki — l . Landslide: YES NO Flood: YES NO Erosion: YES NO Aquifer Recharge Area:YES NO SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES NO Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES NO [ ] Agricultural Lands: YES NO [ ] Archaeology: YES NO [ ] No Shooting Zone: YES NO [V1 Stormwater: New Impervious Surface d Disturbing Activity g 2-s ESA's Stormwater Req's:Min Re. Min R(q#1 thru#5 Min Req#1 thru#1€ Engineering [ ] Notice Provisions/Disclosu -. • NO MRL YES NO Forest Lands YES NO [ ] Landscaping Required: Yes No [ ] Parking Spaces Required NO 2 Other f 1 Building Height: 35' UBC Standard [ ] Impervious Surface coverage percentage: Resource Lands&Public: 1 Rural Residenti. . 25°/ Rural Ind l: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building 'I verage:60%in Rural In ial Lands only [ ] Total Building(s) Size: RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: Left Side: Right Side: Rear: Shoreline Setback: LSHA Setback: [ ] Road Classification: Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: [ ] Existing Case(s)&Condition(s): Violations: Yes No [ ] 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 NO, submitted: YES NO [ ] UGA No Protest Agreement YES NO, submitted: YES NO [ ] Site Visit conducted YES NO [ ] 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 No parcel tags found for parcel Cases Associated with APN 953700412 Cases Name Review Type Status Planner BLD14-00174 SWEENEY I P Application Received: 5/20/2014 Permit Issued/Case closed: Case Finaled: NSFR with propane&attached unheated garage COM12-00138 JOHNSON F Application Received: 11/6/2012 Permit Issued/Case closed: Case Finaled: 10/24/2012 RV on property with son of owner living there full time. No running water. No septic. M LA13-00146 SUB13-00017 MLA13-00146 JOHNSON I F Application Received: 10/31/2013 Permit Issued/Case closed: 12/23/2013 Case Finaled: 2/24/2014 R•-• s -cation -SR116 segregates the parcel creates 2 (two) parcels. LA13-00149 ZON13-00050 LA13-00149 JOHNSON I P Application -- eived: 11/8/2013 Permit Issued/Case closed: Case Finaled: SPA.1 0 M 14-00019 SEP14-00014 MLA14-00019 SWEENEY I P Application Received: 2/10/2014 Permit Issued/Case closed: Case Finaled: Parcel Number: 953 700 412, Site Address: 8455 Flagler Rd Nordland, S-T-R: 29-30N-01E PRE14-00010 SWEENEY P Application Received: 5/20/2014 Permit Issued/Case closed: Case Finaled: MOORING BUOY USR14-00006 SWEENEY DC Application Received: 2/7/2014 Permit Issued/Case closed: 3/12/2014 Case Finaled: M DECOMMISSIONING \\tidemark\data\forms\R Parcel_CRMLA.rpt 5/22/2014 Page 2 of 2 •BUILDING PERMIT APPLICIION BLD14-00174 Review Type: Tian Jefferson County Department of Community Development n� 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00174 Received Date: 5/20/2014 SITE ADDRESS: 8455 FLAGLER RD NORDLAND, 98358 OWNER: LYNNE M SWEENEY PHONE: 206-284-7340 8WLEEST SEATTLE WA 98119-3320 GLENNAN SUBURBAN ACRE SUBDIVISION: Block: Lot: PARCEL NUMBER: 953700412 Section: 29 Township: 30 N Range: 01 E CONTRACTOR: HATHON INC PHONE: 360-774-1779 954 DISCOVERY RIDGE RD PORT TOWNSEND WA 98368 Contractor's License HATHOI*878RT Expires 12/30/2015 REPRESENTATIVE: TERRY MCHUGH PHONE: (360) 379-4570 P 0 BOX 441 360-385-4196 PORT TOWNSEND WA 98368 PROJECT DESCRIPTION NSFR with propane &attached unheated garage TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,551 VALUATION 270,000.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 364 SHORELINE: CONST TYPE: DECK: 350 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 36705 BEDROOMS: BATHROOMS: Exist: Exist: 0 Prop: 2 Prop: 2 Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,217.00 JLA 05/19/14 148639 State Building Code $4.50 JLA 05/19/14 148639 Potable Water Application $67.00 JLA 05/19/14 148639 Plan Check $1,441.05 JLA 05/19/14 148639 Total: $3,729.55 WiriumorNrla+o%fnrrnaM RI r Ann Rid rn+ F/9f1P9MA • Tj) CCate/° 066. JEFFERSON COUNTY 1 w� r DEPARTMENT OF COMMUNITY DEVELOPMENT � MA`! i 0 ^q;� Si 621 Sheridan Street • Port Townsend •Washington 98368 ! I ,--- O 360/379-4450 • 360/379-4451 Fax JEFFERSON COUNTY 'IN_ http://www.co.jefferson.wa.us/commdevelopment/ DEPT.OF COMMUNITY DEVELOPMENT 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 1.13 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet .-IQ t7-0 3 sq/ft 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: Does the project convert g acres or more of Construction site for structures 2p4 S-- sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. 3,Q'2-f) sq/ft Circle: Yes No Well, utilities,etc. sq/ft Does the project convert 2'/z acres or more of native vegetation to pasture? Driveway, parking,roads,etc. 2 t rc70 sq/ft Circle: Yes No Lawn, landscaping, etc. sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Total Land Disturbance sq/ft Cut /vf/f Fill /� �-- (cu/yd) [over] stormwater calc worksheet Rev 9-9-2010—REV 9/9/2010 1 • • 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 EXISTING Structures(all roof area) 7 I' . sq/ft Structures(all roof area) sq/ft Sidewalks ' sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc '..1100 sq/ft Driveway, parking, roads,etc sq/ft Other sq/ft Other sq/ft Total New y,3 6 C sq/ft Total Existing ^0 sq/ft TOTAL NEW+TOTAL EXISTING* sq/ft *This amount will be used BY STAFF to check 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: 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 "small" 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 o the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners f the affected property. Wit ILL h —1/F// (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGN URE) (DATE) SMALL ,., IIIIIrDIINN� ; 1E1ZE EtEDP1=L OPIGIEN f' '° Starrrtwatere('lane Yes Ncs,.. hr stormwater calc worksheet Rev 9-9-2010–REV.9/9/2010 2 ��w soN `°tea a J ERSON COUNTY IMPARTMENT OF COMMUNITY DEVELOPMENT �� o� 621 Sheridan Street I Port Townsend,WA 98368 Web:www.co.jefferson.wa.us/communitydevelopment sHr N°� Tel:360.379.4450 I Fax:360.379.4451 I Email:dcdco.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): 5l ?E AI E`i' rQestaFNCE ( ,PJ6L FAmi iY Tax Parcel Number 953-3001{f Z Property Size: I./3/qct ,.o3 (acres/square feet) Site Address and/or Directions to Property: S34s—r A ALLc.E !04.-D , No2Dt�AA>4 , wA 4S3 b Property Owner(s)of Record: LYNi.1E M.. Sty.] EA3 j Telephone: ;C4-1044-1--6 1/0 Fax: '-/2S"-629- 19 etc? email:L4 A—'\S a Ake. td.K Mailing Address: $W&Sr LP.-.-_k STAktr / SE Arre..a , W 4 991 19 Applicant/Agent(if different from owner): T&/MY PA c 14 at L. Telephone: 340 "34/-1/S 0 Fax: 360 -;Rs--/942-- email:'NC IA e o(yPe4 • Co M Mailing Address: P, 6. (4ery 4 u/ i po c►r To 4.4NS6n44, 14,14- 9'3 c 9 What kind of Permit?(Check each box that applies ❑Lot or Road Segregation IkBuilding ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) RrSingle Family xi Garage attache. Detached ❑Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home ❑ Modular ❑Discretionary"0"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustor:A ❑ Address 0 Road Approach 0 Short Plat** ❑Home Business ❑Cottage Industry ❑Binding Site Plan** I ECEIME rl I Propane ❑Long Plat** Sign ❑Planned Rural Residen 1. a= -aopment(PRRD)/Amend ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration ��,��yy tt ❑Stormwater Management QQ Shoreline Master Prog mpt7tPermitteiins ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Manageme I '7 .'5 =ntial Development** ❑Temporary Use ❑Shoreline Managemen Varia ,.: ❑Wireless Telecommunication* ❑Comprehensive Pla DC -FD 1 ° mendmen ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shore : #°11a :I•,1,3.4141.;e:: ON *May require a Pre-Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate 1.X.. elm AA c/4 c.,e l to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE wr4 ,I/ .4 , id - . �....._. —1/_ Date: ../-A5//4 By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the a iiiiiL.. ' •n that he wants o notice. Signature: 1t y , p Date: ■ 7/5//V The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Ad"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 y;u are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-t -.-'vile res••nsi•T •r adh:rin. o and complying with the ESA. The Applicant has read this disclaimer and s' ns nd dates it below. Signature: I.L! I \ , _'...'!1 ! .. Date: �.//(3-7 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 assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: HAT c 1 T IJC.- (3100)-31-1-4*'( -4.9 ( ) MAILING ADDRESS: EMAIL: q5�f l�t5ccu6iiY Ic�yeIQoA4 h4Tyaa.ir'uCe.ctMart.. corm CONTRACTOR'S LICENSE PORT 1.Oc..lbl$PA O, UJA cj,t3Noe) WAINS NUMBER: HAThiolinS kr NUMBER ARCHITECT/ENGINEER: 1,414444 sri I4A6r / kolAt( 6 . (2,6ree PHONE (340) 3w-_11441, FAX:( ) MAILING ADDRESS: ((,by LAINAATt1.tA , l�o.kr`(`OW/4130-44-./lr4 'fesf EMAIL 5I4w44.nae.4bleSP4e.a.GOe4 Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: x New X Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: 2. Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: �7 _ Height: , ,K Individual System ❑ Repair` ❑ Masonry 30 .1,4 4 SEP Permit# �:1a('� - j' ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: 2... / X Public "Du..cTLIK,S KkAr PuMp '4/ Total: 2 111,5- Name of System:SG tx.r," , SA4 rs ohwan If this is a Commercial Prolect you must answer the following: Ai/A 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 Pro ne Tank and/or Appliance Installation permit,mark all items below that apply: rinderground Tan Above ground tank Size of Propane Tank: 50o eCAL. Heat Stove ook Stove Woodstove -ire lace.nse rehtO I evotS telleP I knaT retaWtoH i Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bld App Review: ---+ .°1 2°Floor Heated A. Consistency Review: G ci,c4Y ' Other Heated Base fee: j, Mezzanine Additional Section: (� 04 , < " Heated Basement Plan Check fee: 0-0-a� + ---k-- Unheated Basement State Surcharge fee: , • Other Unheated Pot Water Review fee: I 01-,64) 14,°7&1- y Garage/Carport SUBTOTAL 304 I o cca4 ) (n 2 .5 `< Decks 911/Rd Approach fee: Other - C4yk4e6 Poatk 3Sd 1GI CJI,ST i TOTAL: $ tic,2 .<j`s---, k(k .4„1 / Receipt Number: MY, (012c/ Cash/Check Number: t i2.- ESTIMAT • • - • IRED) Date: •F:. arket value of all labor and = vials foundation to finish \A C/1 9 •d� , Initials: M.A. 07/24/2013 i S C� EOVI! STRATUM G ROUP D P.O.Box 2546,Bellingham,WA 9822 T 1,1 Al 1 ^ 2014 Phone(360)714-9409 L December 10,2013 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT Carl Johnson P.O.Box 117 Norland, WA 98358 Re: Geology Hazard Assessment Parcel 953700412 8485 Flagler Road Norland, Washington Dear Mr. Johnson: Stratum Group is pleased to present the results of our geology evaluation of the above referenced property on a shoreline bluff. The purpose of this geology evaluation was to determine the suitability of the property for the siting of a residence,evaluate the risk of slope failures and provide general site development and maintenance recommendations for development of the property adjacent to a potentially unstable bluff. This evaluation included a visual inspection of the property and vicinity, a visual inspection of the bluff face,review of available geologic mapping in the area, and inspection of the shoreline at the base of the bluff. Based on my assessment of the site and geology, a home built on the site should be setback at least 40 feet from the top edge of the shoreline bluff. From a geologic perspective this distance will provide adequate protection to the proposed home over the life of the structure(100 years). However, as this is a shoreline property,the setback distance may be dictated by adjoining home sites so that there is limited interference with views. SCOPE OF SERVICES The scope of our services included the following: 1) Conducted a site visit to visually inspect the subject property including the bluff face slope conditions, shoreline conditions, and relevant conditions in the vicinity of the property. 2) Observed surface soil conditions on the bluff face and on the uplands above the bluff by excavating shallow hand dug test pits. 3) Prepared this report summarizing our findings, including an evaluation of the feasibility of building a residence on the subject property, a qualitative evaluation of the shoreline bluff stability,recommendations for site development,and recommendations for further investigation,if necessary. December 10,2013 Parcel Number 953700412,Flagler Road,Norland,WA Geology Hazard Assessment GENERAL GEOLOGY • The Surficial Geologic Map of the Port Townsend 30 by 60 Quadrangle, Puget Sound Region, Washington(Pessl,Dethier,Booth and Minard, 1989)indicates the steep shoreline bluff exposed on the subject property is underlain by glacial till. Observations on the bluff face on the subject property and on the bluff face in the vicinity of the property are consistent with the mapping described above;however,due to map scale the soils underlying the bluff slope are not depicted and the bluff consists primarily of advance glacial outwash and ice contact deposits with no definitive till. The till consists of very poorly sorted sediments ranging from clay to boulders deposited directly by glacial ice approximately 15,000 years ago when glacial ice covered the Puget lowlands. Till at this location is somewhat sandy due to the underlying units being predominantly sand. The advance glacial outwash on the bluff face consists of poorly to well sorted sand and gravels deposited by melt water streams associated with the advancing glacial ice approximately 18,000 years ago. SPECIFIC SITE OBSERVATIONS The property consists of very gentle sloping upland area that slopes to the west from Flagler Road to the top of a shoreline bluff.The shoreline bluff is approximately 25 feet high.The upland area is covered primarily with Douglas fir with a few madrone trees and a thick understory of a variety of vegetation. A dirt road provides access to the site from Flagler Road The overall slope of the steep shoreline bluff averages approximately 45 degrees;however,there a few areas that are steeper and areas that are less steep. The bluff slopes consist of compact sand and gravel layers with the uppermost portion of the bluff consisting of silty sand and gravel that appears to be glacial drift due to the very poor sorting of sediment. The steep shoreline bluff shows evidence of recent ravel and small scale sliding and erosion that is in part from wind and in part from foot traffic including deer. Areas of bare soil and areas that are grass and brush covered are located on the slope. A set of wooden stairs traverses the lower portion of the bluff and an anchored ladder is located on the slope above the stairs. The shoreline at the base of the bluff can be accessed using this route,but there are also other steep path-like areas on the bluff slope of the subject property. The bluff is periodically eroded by wave action that undermines the base of the bluff.However, the beach at the base of the bluff is fairly built up such that high water reaching the toe of the Stratum Group File:10.31.13 2 • • December 10,2013 Parcel Number 953700412,Flagler Road,Norland,WA Geology Hazard Assessment steep shoreline bluff slope is very infrequent and likely occurs less often than even an annual basis based on the condition of vegetation established on the upper beach and stable drift wood. The beach consists of sand and gravel and net drift is towards the north. The beach along this reach of shoreline is in good condition and there are very few armored sections along the base of the bluff.Very little recent toe of bluff erosion is evident along this shoreline reach,but slope ravel and minor small scale slides are present. CONCLUSIONS AND RECOMMENDATIONS Based on my visual inspection of the subject property and vicinity, I conclude that a residence can be located on the upland portion of the property such that bluff erosion or landsliding would not threaten the structure within the expected life of the structure(100 years)as long as the recommendations presented below are followed. The residence should be located at least 40 feet from the top of the shoreline bluff. This distance will be adequate to provide protection for a residence for at least 100 years even if an erosion rate of 4 inches per year is used. It is my opinion that this rate of erosion is very conservative and is likely much less rapid. Please note that this setback distance may be precluded by shoreline setback regulations which may require a greater setback. I do not anticipate that the development of the subject property will cause any negative impacts on the stability of the slopes or the shoreline bluff as long as the following recommendations are followed. Because the bluff is an eroding bluff, slope failures should be expected to occur on a periodic basis. The only way to prevent continued erosion of the base of the bluff is to construct hard armoring at the shoreline at the base of the bluff. However,the eroding bluff acts as a feeder bluff(erosion of the bluff provides sediment) for the beaches north of the subject property, and any shoreline armoring will have a negative impact on properties down drift from the bluff. The construction of shoreline armoring on other properties may cause an increase of erosion of the subject property. The owner of the subject property should contact Jefferson County officials regarding any proposed shoreline protection projects along the bluff or any shoreline protection construction. There are currently few shoreline-armored areas along this stretch of coastline. All storm water drainage should be directed away from the top of the bluff and should be dispersed and infiltrated into the ground as much as practical through splash blocks or level dispersion spreaders or dispersion trenches. Site grading soils or debris,landscape debris,or any other material should not be disposed of Stratum Group File:10.31.13 3 i • December 10,2013 Parcel Number 953700412,Flagler Road,Norland,WA Geology Hazard Assessment over the bluff face or placed at the top of steep bluff. Bluff erosion and stability at this site is driven by shoreline process. If not for the erosion at the base of the bluff,the bluff would be reach an angle of repose and stabilize. The rate of shoreline erosion may be reduced if trees are left within the established setback from the top of the steep slope.Large trees within landslide debris can effectively protect the base of the slope from erosion for long periods of time. At least one tree per 30-foot center should be left within the geology setback area. Trees left within the setback area can be limbed for view purposes. The septic drain fields should be located at least 60 feet back from the top of the steep slope.The minor volume of water from a household drain field will not cause slope stability problems at this site.The septic drain field should not cause problems for slope stability, as the general slope direction of the upland portion of the property will not direct drainage towards the top of the bluff. Please note that there are inherent risks associated with building on 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. Stratum Group appreciates the opportunity to be of service to you. Should you have any questions please contact our office at(360) 714-9409. Sincerely yours, ° ` o Stratum Group ' *0F, f �?� Dan McShane, M.Sc.,L.E.G. t t rye ,• Licensed Engineering Geologist A�,�� Dankci_�4,��..g .; I Stratum Group File:10.31.13 4 • Jefferson County Building Division Permit Number: BLD14-00174 Applicant: SWEENEY 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 day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks zt5 J 1 ��: Erosion Control �7/3J/ it, FE-4J O K k /u/i Foundation Footing 92.04 arree /N S rid`ZOO 4/241 L Footing Drains 0/14 Foundation Stem Wall / 7/ 9 Underground Plumbing tYA Under Floor Framing *At e Straps(hold downs) _0rl/L :,t Ext.Shear Wall Nailing —S—V\ F ` �j� Rough-in Plumbing "� / F• raming -V-16( Blocking 93/ 4 A• irseal a p1/,1 Insulation:Walls Insulation:Floors 1,4A5 j Insulation:Ceiling 1 i1. Int.Shear Wall Nailing 1.1 `'C 60.4 Wallboard Nailing (f/2/11/ 1y G• as Line: Interior Q 14 Gas Line:Exterior t1 I n Propane Tank ci ■"1 I I -I Heat/Chimney Clearance Z 20s1 Drywell/Alt Drainage !�f ZD /"�. Address Posted �t its- Septic � 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 FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD14-00174 1.) DWJ 2.) The applicant shall comply with the conditions under SPAAD ZON13-00050. . � ■ p The owner shall contact DCD once the mitigation has been completed. NO FINAL •2- BUILDING CERTIFICATE OF OCCUPANCY SHALL BE ISSUED UNTIL DCD HAS REVIEWED AND APPROVED THE MITIGATION AREA.. 4.) 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. 5.) The site plan as submitted with the Building Permit application on May 19, 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 dated June 9, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 6.) 10' minimum separation required between the water line and any onsite sewage system components including sewage transport lines. \\tidemark\data\forms\F_BLD_Permit_Bldg.rpt 6/10/2014 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00174 Received Date: 5/20/2014 SITE ADDRESS: 8455 FLAGLER RD Issue Date 6/10/2014 NORDLAND, 98358 Expiration Date 6/10/2015 OWNER: LYNNE M SWEENEY PHONE: 206-284-7340 8 W LEE ST SEATTLE WA 98119-3320 GLENNAN SUBURBAN ACRE SUBDIVISION: Block: Lot: PARCEL NUMBER: 953700412 Section: 29 Township: 30 N Range: 01 E CONTRACTOR: HATHON INC PHONE: 360-774-1779 954 DISCOVERY RIDGE RD PORT TOWNSEND WA 98368 Contractor's License HATHOI*878RT Expires 12/30/2015 PROJECT DESCRIPTION: NSFR with propane & attached unheated garage TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,551 VALUATION 270,000.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 364 CONST TYPE: SETBACK: DECK: 350 BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $2,217.00 JLA 05/19/14 148639 Exist: Exist: 0 State Building Code $4.50 JLA 05/19/14 148639 Prop: 2 Prop: 2 Potable Water Application $67.00 JLA 05/19/14 148639 Total: Total: Plan Check $1,441.05 JLA 05/19/14 148639 Total: $3,729.55 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY- THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED