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HomeMy WebLinkAboutBLD2014-00236 •ODING PERMIT APPLICA BRLD1e 0022336 \i Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00236 Received Date: 7/7/2014 SITE ADDRESS: 1145 DEER CREEK RD QUILCENE, 98376 OWNER: ALAN W HAWS PHONE: 425-985-9157 JANA HAWS 13419 80TH ST SE SNOHOMISH WA 98290-9020 SUBDIVISION: Block: Lot: PARCEL NUMBER: 601032023 Section: 3 Township: 26 N Range: 1N/1 CONTRACTOR: TBD PHONE: 253-584-6606 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION New Mudroom /Laundry With detached new 2 car garage (288 sqft addition to house- 896 sqft for garage TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 288 VALUATION 70,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: DECRKAGE. 896 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 1 PW ELL BEDROOMS: BATHROOMS: n Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $766.00 SRE 07/03/14 148837 State Building Code $4.50 SRE 07/03/14 148837 APPROVED Plan Check $497.90 SRE 07/03/14 148837 Total: $1,268.40 AUG 2 5 2014 Jefferson County DCD \\tidemark\datalforms\F_BLD_App_Bld.rpt 7/7/2014 . co 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/communitvdevelopment 4!gS.,f,1 N0..c0 E-mail:dcd( co.jefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT #: BLD14-00236 APPLICANT: ALAN W HAWS PHONE: 425-985-9157 JANA HAWS 13419 80TH ST SE SNOHOMISH WA 98290-9020 SITE ADDRESS: 1145 DEER CREEK RD Issue Date: 08/26/2014 QUILCENE, 98376 Final Date: 8/18/2015 SUBDIVISION: Block: Lot: PARCEL NUMBER: 601032023 Section: 3 Township: 26 N Range: 1W PROJECT DESCRIPTION: New Mudroom /Laundry With detached new 2 car garage (288 sqft addition to house- 896 sqft for garage THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 8/18/2015 \\tidemark\data\forms\F_BLD_Occupancy.rpt 8/20/2015 w `' JEFFERSON COUNTY y Sy�?o DEPARTMENT OF COMMUNITY DEVELOPMENT 5 Date: g— 1(1 Time Received: { U s-(/ /pm o Tue. Wed. Thur. Fri. Date: S--C1 BLD: V-1—,43(e7 Contact Name: Owner: Contact Number: 360 Address: 4 i i L5 b_� — c a" 4t6 111>r 9/S7 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 e„NN., JEFFERSON COUNTY 4 , DEPARTMENT OF COMMUNITY DEVELOPMENT Date: ime Received: /j �� eceived: /Pm Mon. Tue. Thur. Fri. BLD: Ill--2 3 Date: ,-/Z-7 Owner: // Contact Name: Contact Number: 360 Address: / / j— - cis- Ad ` 206 Notes: �, !` Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing g Underground Furance Footing Rough In Air Seal Above ground Stemwall Gas Hydronic Exterior shear Exterior lines Straps Oil p Hot Water Htr Interior shear Interior lines Post Hole Ducts Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Setbacks Final Inspection Floor �� Foundation Wall Block&Tile Address Posted Ceiling )(s.,.. 1, JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT gHf 1. -c Date: ti `{ Time Received: 9)7 am/pm Mon. Tue. 4 ed. Thur. Fri. Date: tl ,S BLD: I<-I. .t 23(0 Contact Name: 1 Owner: Contact Number: 360 Sb 1 -5409" Address: t1'-(y C-4— 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground 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 4�"yQN % JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT yrNpK Date: //04 Time Received: 9.53 am m Mon. Tue. Wed. Thu Fri. Date: q ;, BLD: 13( ) 4 — C7/2 3,(, Contact Name: IIP/ Owner: Contact Number: 360 /1 ' — P Address: r ' / Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance ..-5i- )`) --}' 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 II Foundation Wall Address Posted Block &Tile Ceiling FgoN `� JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT rFi IN Date: 05 Time Received: 9. Kr 179 Mon. 411, Wed. Thur. Fri. Date: 4//4//5 BLD: 14- 00236. Contact Name: Owner: Contact Number: 360 5f-54/o5 Address: 11115 'DEzP doe: ED 206 Notes: 61413 Al!lu06 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 y�cO- o� JEFFERSON COUNTY $. DEPARTMENT OF COMMUNITY DEVELOPMENT 'SHlNG' r! Mon. Tue. Wed. Fri. Time Received: 4• J (� pm )ate: Date: S/7r11 t 5 'I 02,367 Contact Name: BLD: 1Y Q Contact Number: 360 5 6- 5 Owner: �s-,L�.�.z:.���._�. 206 Address: / t - • — - • 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 Ventilation Appliance Post Hole Underfloor Gas/Wood stove Insulation Man-Homes Final Inspection Setbacks Floor Address Posted Foundation Wall Block&Tile Ceiling _cy)4 '' JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 8_Of � 3NtVGT '^�J/� Date: 12,,ime Received: `Z 3 Z �' tik'y Mon. Tue. Wed. AP Fri. V Date: q-2Sr- BLD: 1 cf —23(o Contact Name: Owner: Contact Number: 360 a,(oS y9 Address: 1 I c{r bi,e e cc-Cre-IC- 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 ■ Is(); COG � � JEFFERSON COUNTY 41 4_,,,,,,,,,....c. DEPARTMENT OF COMMUNITY DEVELOPMENT Date: q)//'2- Time Received: A,Sr am,/pm o.. Tue. Wed. Thur. Fri. 1 Date: 7- BLD: /t - 3(0 Contact Name: Owner: Contact Number: 360 j7 9 ggbe, Address: r / Li5 D tire cry 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground 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 WRIGHT'S CUSTOM EXTERIORS Page 1 of 2 Home Inicio en Espanol Contact Search L&I 5 A-Z Index Help My Secure L&I Safety Claims&Insurance Workplace Rights Trades&Licensing 0 Washington State Department of Labor & industries WRIGHT'S CUSTOM EXTERIORS Owner or tradesperson 22802 Seatter Rd NE KINGSTON,WA Principals 360-860-1888 WRIGHT,DUSTIN T,OWNER KITSAP County Doing business as WRIGHT'S CUSTOM EXTERIORS WA UBI No. Business type 602 430 312 Individual License Verity the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Expired. License holder did not renew. License specialties Suspend date GENERAL 06/06/2015 License no. WRIGHCE932LK Effective—expiration 06/12/2007—06/12/2015 Bond No current bond account.See the bond history. Bond history Insurance No current insurance account.See the insurance history. Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 12-2-07418-6SEA Dismissed Complaint filed by Complaint against bond(s)or savings DEPT OF LABOR&INDUSTRIES 61061723 Complaint date Complaint amount 03108/2012 $2,713.35 Cause no. 12-2-07416-0SEA Dismissed Complaint filed by Complaint against bond(s)or savings DEPT OF LABOR&INDUSTRIES LSM0095348 Complaint date Complaint amount 03/08/2012 $6,000.00 L&I Tax debts ....... . ....... Tax debt no. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602430312&LIC=WRIGHCE932LK&SAW= 8/19/2015 UILDING PERMIT APPLICAN BLD14-00236 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00236 Received Date: 7/7/2014 SITE ADDRESS: 1145 DEER CREEK RD QUILCENE, 98376 OWNER: ALAN W HAWS PHONE: 425-985-9157 JANA HAWS 13419 80TH ST SE SNOHOMISH WA 98290-9020 SUBDIVISION: Block: Lot: PARCEL NUMBER: 601032023 Section: 3 Township: 26 N Range: 1V1 CONTRACTOR: WCE GENERAL CONTRACTOR PHONE: 360-860-1888 22802 SEATTER RD NE KINGSTON WA 98346 Contractor's License WRIGHCE932LK Expires 6/6/2015 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP New Mudroom /Laundry With detached new 2 car garage (288 sqft addition to house- 896 sqft for garage TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 288 VALUATION 70,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 896 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 06398 BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $766.00 SRE 07/03/14 148837 APPROVED 0 P ROVE State Building Code $4.50 SRE 07/03/14 148837 !" i� Y G Plan Check $497.90 SRE 07/03/14 148837 AUG 2 5 2014 Total: $1,268.40 Jefferson County DCD \\tidemark\data\forms\F_BLD_App_Bld.rpt 8/26/2014 WRIGHT'S CUSTOM EXTERIORS Page 1 of 3 • • oft cioWashington State Department of Labor & industries WRIGHT'S CUSTOM EXTERIORS Owner or tradesperson 22802 Seatter Rd NE WRIGHT, DUSTIN T KINGSTON, WA 98346 360-860-1888 Principals KITSAP County WRIGHT, DUSTIN T, OWNER Doing business as WRIGHT'S CUSTOM EXTERIORS WA UBI No. Business type 602 430 312 Individual 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. WRIGHCE932LK Effective—expiration 06/12/2007—06/12/2015 Bond Wesco Insurance Co $12,000.00 Bond account no. 46WB031054 Received by L&I Effective date 09/04/2013 07/15/2013 Expiration date Until Canceled Bond history Insurance Nevada Capital Ins Co $1,000,000.00 Policy no. 77-N PP-4-043219 Received by L&I Effective date 06/12/2014 06/06/2014 Expiration date 06/06/2015 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602430312&LIC=WRIGHCE932LK&SAW= 8/26/2014 WRIGHT'S CUSTOM EXTERIORS Page 2 of 3 Nevada Capital Ins Co • $1,000,000.00 • Policy no. NCIC-0005764 Received by L&I Effective date 06/05/2014 06/06/2014 Expiration date 06/06/2015 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 12-2-07418-6SEA Dismissed Complaint filed by Complaint against bond(s) or savings DEPT OF LABOR& INDUSTRIES 61061723 Complaint date Complaint amount 03/08/2012 $2,713.35 Cause no. 12-2-07416-0SEA Dismissed Complaint filed by Complaint against bond(s) or savings DEPT OF LABOR&INDUSTRIES LSM0095348 Complaint date Complaint amount 03/08/2012 $6,000.00 L&I Tax debts Tax debt no. 266115 Paid .............. Filed by Department of Labor and Industries Cause no Filing date 11-9-16242-4 11/04/2011 Tax amount County $9,103.24 KITSAP License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Call L&l account representative for 155,356-00 account status. Doing business as WCE Estimated workers reported Incomplete premium report received. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602430312&LIC=WRIGHCE932LK&SAW= 8/26/2014 WRIGHT'S CUSTOM EXTERIORS Page 3 of 3 L&I account representative • • Collections Dialer Unit, 800-301-1826- Email: dialercollections @Lni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Citation issue date 05/27/2011 No violations Inspection no. 314842030 Location 41195 Foulweather Bluff Rd. NE Hansville,WA 98340 Citation issue date 02/17/2009 Violations Inspection no. 312812068 Location 110 N Alder St Port Angeles,WA 98362 ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. ACtc':+ Wa,leingtrrne eY-c.x!AVE W,h.site https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602430312&LIC=WRIGHCE932LK&SAW= 8/26/2014 Sally Ellis From: Alan Haws [dabob4me @msn.com] Sent: Tuesday, August 26, 2014 6:33 AM To: Sally Ellis Subject: RE: BLD14-00236 it Dear Sally, Thanks for the reply. C r The Contractor is going to be: W.C.E. General Contractors 22802 Seatter RD. NE O� ��� Kingston, WA 98346 #wrighce932k vvv Please advise me when I can pick up? Regards Alan Haws Vial1/4ince �i3Z L� From:Sally Ellis [mailto:SEllis @co.lefferson.wa.us] Sent: Monday, August 25, 2014 12:44 PM To:Alan Haws Subject: RE: BLD14-00236 Dear Alan Please advise who the contractor is going to be on this project? Once we have this information we can then issue you the building permit. Thank you Sally Ellis Sally I.Ellis Jefferson County Community Development Permit Technician 621 Sheridan St, Port Townsend,WA 98368 360-379-4452 sellis @co.jefferson.wa.us From: Alan Haws [mailto:dabob4me @msn.com] Sent: Monday, August 25, 2014 11:57 AM To: Sally Ellis Subject: BLD14-00236 1 "AO V\A ) -- BLD14- 0236 B...LDING PERMIT APPLICATIO, Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00236 Received Date: 7/7/2014 SITE ADDRESS: 1145 DEER CREEK RD QUILCENE, 98376 OWNER: ALAN W HAWS PHONE: 425-985-9157 JANA HAWS 13419 80TH ST SE SNOHOMISH WA 98290-9020 SUBDIVISION: Block: Lot: PARCEL NUMBER: 601032023 Section: 3 Township: 26 N Range: 1N CONTRACTOR: TBD PHONE: 253-584-6606 eC -ed o rvnv-X l r\'o ch REPRESENTATIVE: �U PHONE: PROJECT DESCRIPTIOP New Mudroom /Laundry With detached new 2 car garage (288 sqft addition to house- 896 sqft for garage TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 288 VALUATION 70,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: DECRKAGE. 896 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 1PWELL BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $766.00 SRE 07/03/14 148837 State Building Code $4.50 SRE 07/03/14 148837 Plan Check $497.90 SRE 07/03/14 148837 Total: $1,268.40 • r- TOP OF MARINE BLUFF a I rn = rnio t j7 O P rn I' T17 , T 0 I o ni ___ —r 7 o -71 -nom 47- IM-° ----:::7-1--- C-� F °:-; 0 !-o g a =I w ^� II X CP I EXISTING 0 rzt Cn'v 0 I DRAINFIELD C O - (/) I I RESERVE I I EXISTING DRAINFIELD N al iii 1 I -, O I 3 I 48'- O"-11' - O" 2' - O" �mm I X I oo p 1 z 0 v c' 1 1 5, _ 0.x . x c. ° II a o 3 I mZ (n II 0 4.J ;'I• rn ,. , saw . m 12' O" s. 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MACK PEARL — ARCHITECT y o __ HAWS Garage-Mudroom/Laundry [ 15070 KOMEDAL ROAD E ° 1,m m a �y o 1145 Deer Creek Road BAINBRIDGE ISLAND,WA 98110 4 i s Quilcene,Wa 98376 (206)842-8505 Sealmid2@msn.com _ r TOP OF MARINE BLUFF � I I rn 0 °o _.. __.. __- -- f,1 -t y O o I < rn o c- 0 c I KA � T c z o 1 n1 _7Td/ _ ___- O w T- O C N 2 o • V. V % „ m m _ I , g x C� -+) , ❑ I 0 - 1 0 i - M -• x 1 n z II X I EX ' ING O • in' 0 I ! - 'INFIELD O I- (n I RESERVE � o m 0 I m EXISTING DRAINFIELD -+ N CD 7 n ' SI 8 -O"-11'-O"-2'-O" ;c I I m ; m zo--o x ✓ _ co 0 I = - -< 5' 0" a) 2m o • x_ 1 \ Ov, o O i m 2 co = m , -- 'J HA A m 12'-O m '6 A - N I I I . C 0m CP I -I x% / Z X ,- 0>— >H r O O m - ----- i �20' 161 ' 81' on o� w _ 3 PN=AAA L'-O" 52'- O'N I Z cp i (7*,. O -1 ° ) x °m D m - 1 o • * I m ., CO CO CD FCC m CD I m - g CP z ■ O O 5'- O" i D If1' r O 1 O O 1' m l- Z A Z y ' z m m 0 1— -" rn D I 0 Q) D O � n �' � —I r CO 01 cn N ° w 90 �� �7 OOoo NDw � 'P� oo o � Iv z" � - ,� � Z do °o o rn rn _ - O p ° N I �O � _ -GDS " � r m' I mmcn0Cl m m.� , CD a N ' wD (n ° m -10 - c W o � m ° v m - D �. N Dom o I - rn in . \ r0 o _,=F-: O m 0 � o 7 CC � 0 ,. G (D 4 . I `... 1 I 1 1 1 I PRINTED 7/3/2014 12:31:41 PM I I -_ _ _ -.. _1-} -_ i I, a ° I,m 1 HAWS Garage-Mudroom/ undry J. MACK PEARL-ARCHITECT /' It CD 3 x i ■ 15070 KOMEDAL ROAD i -� a 1145 Deer Creek Road �^ BAINBRIDGE ISLAND,WA 98110 c s o s �° I Quilcene,Wa 98376 L \71 65 (206)842-8505 Seabold2 @msn.com 1.■ `��.SON `OIL JEFFER T COUNTY • DEPARTMENT OF COMMUNIEVEI OP1V *1=�1 ii- o 621 Sheridan Street 1 Port Townsend,WA 98368 I Web: w.co.ielfersc . a.uslcommunitydevelopment '"/"J roc Tel:360.379.44501 Fax:360.379.4451 1 Email:dcdaco.iefferson.wg,us:\ . I HI - 3 2014 Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed',Stewardship Resource Cente'J9 Master Permit Application MLA: lrrr Rsnn(nth ry Project Description(include separate sheets as necessary): J T`IllY!)f'FI OP4IFNT New Mudroom/Laundry- new Two car garage Tax Parcel Number: 601032023 Property Size: 3.2 Acres w/o Bluff(acres/square feet) Site Address and/or Directions to Property: // 1-5 D EE"- G A 5 k. AD 62 utLCENe_ IA) 98376 Property Owner(s)of Record: Alan Haws,Jana Haws Telephone:425 985-9157 Fax: email: nwpoolcovers @msn.com Mailing Address: 13419 80th Street SE,Snohomish,Wa 98290-9020 Applicant/Agent(if different from owner): T /`'1A G le- PEAAL Telephone:206-842-8505 Fax: email: seabold2 @msn.com Mailing Address: 15070 Komedal Road,Bainbridge Island,Wa 98110 What kind of Permit?(Check each box that applies ❑Lot or Road Segregation IRBuilding ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family 8 Garage Attached/Detached ❑Conditional Use[C(a), C(d),or CI** LI 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*" El Home Business ❑Cottage Industry ❑ Binding Site Plan** ❑ Propane ❑ Long Plat*" El 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)* El 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 J. Mack Pea DESIGNATION OF AGENT I hereby designate > to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE ' ,,-----n Date: J I Z U / 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 as d right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required la r ins ctions. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application ha he she wants notice. `` 7 11 Signature: �' l-L Date: / i/ u //r47 2 0/ The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or ore 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 'date 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 > pf ce with the Je erson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferle.resp-•n ity f adherin to an plying with the ESA. The Applicant has read this disclaimerr and,signs and dates it below. Signature: ✓!/ Date: ( J J 1 ti )± / / 07/24/2011 • • BUILDER STATEMENT 0 The signer of this state• ent•oes hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be ass ling he r•.po Ibilityof the General Contractor for the proposed project. , Signature% \ Date: J J�y f) `� GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: 1—b1' ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New $ Wood Existing: Z S , Sewer Addition Steel Proposed: 0 Bank I Community System n AlterationlRemodel Concrete Total: i•5 Height: ■[Individual System .,.,..,ff ❑ Repair Masonry SEP Permit# QU- ' 9 ❑ Demolition Other: Bedrooms: Water Supply: Existing: 3 Setback: X Private well Two Party Type of Heat: Proposed: 0 O C Public P.ictigc 4ot _a;, Total: 3 O Name of System: If this is a Commercial Project you must answer the following: _ Number of Parking Spaces: Current Proposed: Number of ADA Pia i /7 T) Number of occupants(includes owners,tenants,employees,etc) Current Pro v IBC Occupancy: IBC Type of construction: Will you have Food Se' Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 1 1 Underground Tank Above ground tank Size of Propane Tank: JUL — 3 2014 Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO I evotS telleP l knaT retaWtoH I Is this appliance being installed in a Manufactured/Mobile Home? Yes / No JEFFERSON OLINTY When applying for a permit to install a propane tank you must also submit a site plan showing all of the-tlyilglgn�5,,, Nr lines,tank location and size, distances from the propane tank to all property lines,buildings and septic system including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated 288 .2)j 7cIi3.62_ App 1 EH Bld A Review: 00 2ntl Floor Heated Consistency Review. 22E* C:' Other Heated Base fee: Mezzanine Additional Section: CC) Heated Basement Plan Check fee: Clq—)-' d Unheated Basement State Surcharge fee: S° Other Unheated Pot Water Review fee: Garage/Carport pQ 25 ' SUBTOTAL , I � 4Z Decks O f 911/Rd Approach fee: Other TOTAL: $ Receipt Number: 1 L 3_. A57239..11 Cash/Check Number: 1 ( - r ESTIMATED COST(REQUIRED) Date: -1/- 'XI .Fair market value of all labor and materials foundation to finish 10)000 • IC3C Initials: /_ 07/24/2013 I • • 4PON coy JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT ti 621 Sheridan Street • Port Townsend • Washington 98368 • yS, OHO 360/379-4450 • 3601379-4451 Fax SIN http://www.co.jefferson.wa.us/commdevelopmentJ Stormwater Calculation Worksheet i ? 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 /_;`I > / 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 3A acres or more of Construction site for structures l! t'r sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. sq/ft Circle: Yes No Well, utilities, etc. sq/ft Does the project convert 2'/2 acres or more of native vegetation to pasture? Driveway, parking, roads, etc. sq/ft Circle: Yes No Lawn, landscaping, etc. -(±7- sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance ] u•t sq/ft Cut Fill (cu/yd) [over] 0 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 i ,� L EXISTING Structures (all roof area) _ { t�q1-_ sq/ft Structures(all roof area) ace-?- --- sq/ft Sidewalks `C/ sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks lie() sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads,etc / - sq/ft Driveway, parking, roads,etc sq/ft Other p-'CLJ1 sq/ft Other sq/ft Total New I. G I sglft Total Existing , ,g32 - sq/ft TOTAL NEW+ TOTAL EXISTING` L401 `E-' so/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 i 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. Al 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 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 affect" rop-rty. -)___-_ . , )i - . A ....01 — ,.../(LA`DOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) / FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No • Front Parcel Review L-\ Parcel 601032023 Printed: July 31, 2014 ALAN W HAWS Site Address(es): JANA HAWS 1145 DEER CREEK RD QUILCENE,WA 98376 13419 80TH ST SE SNOHOMISH,WA 98290-9020 Parcel Number: 601032023 S-T-R: 3-26N-1W Total Acreage 3 Legal Description DRYDEN SHORT PLAT LOT 1 SUBJ/OPEN SPACE TR Land Use: 1100 SUBJ/EASEMENTS Flood District: Fire District: 2 Planning Area: Flood Map(FIRM)Panel No: School District 48 Zoning: COMP PLAN DESIGNATION: ,\ S 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 41a, No [ ] Parcel Tags or Scanned Documents (5 NO Ern S j on /Sec thierrr C roc} S7brIn LiV:rie+'%t" [ ] ESA's: Special Reports Nearby ® NO s t' A a ` __ `;.• r-f d e j/.i_.• • , t' • k [ ] Designated Ag YES CO [ ] Shoreline Designation:® NO Al 'i L 1 r .� !. r• ., ovtof;A�re1 -e [ ] Shoreline Slope Stability: Q NO r cs .MT' A."�s.LJe. A.e , a 4.- ' rri iCkjert Stearn Typ 4114 NO k) Noel Sh JO B —S14-e_ sx+ O h FWHCA: YES ® g/l2/I`I veyiCle4 no Wetlands: YES ® S 4r-e tyrt I h bi r Rare Plants:YES Seismic: YES ®O / Landslide: SE NO S/ °-i� a 1 silo i - . i • ►�- _ . •. •, r �.,`. Flood: YES El Erosion: YES e) (�K fin D Aquifer Recharge Area.' ' NO SL. SIPZ: none At Risk igh Ris Coast. CMZ: non High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: - i!;PS [ ] Forest Lands: YES Adjoining Forest Lands: u d Commercial/ Rural/ [ ] Mineral Lands: YES la [ ] Agricultural Lands: YES [ ] Archaeology: YES 0 [ ] No Shooting Zone: YES ,I [ ] Stormwater: New Impervious Surface I! 3 /ct Land Disturbing Activity I/8q QVC-I" ESA's Stormwater Req's:Milt Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YEs 3 MRL YES Forest Lands YES [ ] Landscaping Required: Yes ITT [ ] Parking Spaces Required NO Q Other f 1 Building Height: UBC Standard [ ] Impervious Surface coverage percentage: "2—`5c/ Resource Lands&Public: 10% •Rural Residential: 25% Rural Industrial"UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industri nds 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 [ ] SeVc }:, Front: SC-k LeSide: Right Side: LE ct Rear: Lt) C4r Shore me etbac trjC Jr- "I1 1 \k.kG t--t LSHA Setback: '30 [ ] Road Classification:` r'l va+e_. Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: ),■)/A [ ] Existing Case(s) &Condition(s): A CS Violations: Yes Nod [ ] Recorded Date of Subdivision: 1't jZa lIR'S AFN 3 <G 1 3-7 Over 5yrs=UDC Plat Conditions: j PiG, / (GYI C(ie'7 r. f <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YESC10) submitted: YES NO [ ] UGA No Protest Agreement YES (l, submitted: YES NO [ ] Site Visit conducted YE NO ?It_3/I `-1 [ ] 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 601032023 1.) EROSION/SEDIMEN 12/18/1995 Parcel tags found for parcel 601032023 2.) Storm Water Pla 12/18/1995 Cases Associated with APN 601032023 Review Cases Name Type Status Planner BLD00-00703 HAWS F Application Received: 10/24/2000 Permit Issued/Case closed: 10/25/2000 Case Finaled: 11/17/2000 PROPANE TANK& S lOVE CAR00-00106 DRYDEN F Application Received: 3/15/2000 Permit Issued/Case closed: 4/4/2000 Case Finaled: 4/4/2000 BLD14-00236 HAWS P Anna Bausher Application Received: 7/7/2014 Permit Issued/Case closed: Case Finaled: New Mudroom/Laundry With detached new 2 car garage (288 sgft addition to house- 896 sqft for garage BLD00-00169 DRYDEN F Application Received: 3/15/2000 Permit Issued/Case closed: 4/4/2000 Case Finaled: 6/7/2000 2 CAR GARAGE M LA02-00086 BLD02-00092 MLA02-00086 GREENWOOD I F Stacie Hoskins Application Received: 2/21/2002 Permit Issued/Case closed: 4/2/2002 Case Finaled: 8/18/2004 REMODEL TO ADU BLD96-00356 DRYDEN F Application Received: 6/14/1996 Permit Issued/Case closed: 7/3/1996 Case Finaled: 3/12/1997 single family residence SEP96-00194 DRYDEN F Application Received: 6/11/1996 Permit Issued/Case closed: 7/2/1996 Case Finaled: 1/16/1997 SOM96-00194 HAWS F Application Received: 1/16/1997 Permit Issued/Case closed: Case Finaled: l\tidemark\data\forms\R_Parcel_CRMLA.rpt 7/31/2014 Page 2 of 3 XMP96-00056 DRYDEN A Application Received: 8/14/1996 PermWbUed/Case closed: 9/6/1996 CasSaled: Tram to beach. WAT-06398 HAWS ACT Application Received: 6/15/2009 Permit Issued/Case closed: Case Finaled: 1\tidemark\data\forms\R_Parcel_CRMLA.rpt 7/31/2014 Page 3 of 3 BLD14-00236 •UILDING PERMITAPPLICAtN Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00236 Received Date: 7/7/2014 SITE ADDRESS: 1145 DEER CREEK RD QUILCENE, 98376 OWNER: ALAN W HAWS PHONE: 425-985-9157 JANA HAWS 13419 80TH ST SE SNOHOMISH WA 98290-9020 SUBDIVISION: Block: Lot: PARCEL NUMBER: 601032023 Section: 3 Township: 26 N Range: 1V1 CONTRACTOR: TBD PHONE: 253-584-6606 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP New Mudroom /Laundry With detached new 2 car garage (288 sqft addition to house- 896 sqft for garage TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 288 VALUATION 70,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: DECRKAGE. 896 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 1 PW ELL BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $766.00 SRE 07/03/14 148837 State Building Code $4.50 SRE 07/03/14 148837 Plan Check $497.90 SRE 07/03/14 148837 Total: $1,268.40 \\tidemark\data\forms\F_BLD_App_Bld.rpt 7/7/2014 • • • 'c' N X06. JEFFERSON COUNTY aJ { DEPARTMENT OF COMMUNITY OE l:OPM: 4T ' t o? 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.usicommunitydevelopment II vsylNGo Tel:360.379.4450 I Fax:360.379.4451 Email:dcda(�,co.jefferson.wa.us_ ' ji ;_i4} .. Building Permits&Inspections!Development Consistency Review 1 Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Project Description(include separate sheets as necessary): New Mudroom/Laundry-new Two car garage Tax Parcel Number. 601032023 / Property Size: 3.2 Acres w/o Bluff(acres/square feet) Site Address and/or Directions to Property: /f 1- 5 D EEL C AEg g-D Quic_ ct_n/g„ , rt1A 98376 Property Owner(s)of Record: Alan Haws,Jana Haws Telephone:425 985-9157 Fax: email: nwpoolcovers @msn.com Mailing Address: 13419 80th Street SE,Snohomish,Wa 98290-9020 Applicant/Agent(if different from owner): T MACS PEAAL- Telephone:206-842-8505 Fax: email: seabold2 @msn.com Mailing Address: 15070 Komedal Road,Bainbridge Island,Wa 98110 What kind of Permit?(Check each box that applies ❑Lot or Road Segregation ElBuilding ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family B 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 ActRelease 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 J. Mack Pea DESIGNATION OF AGENT I hereby designate ) to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE ----- Date: ✓ Z v / /t( 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 attorneys 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 a (Sand right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required lariins ctions. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application a/he she wants notice. 770/"71- Signature: ( . ------1 4 l Date: J / The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or ore 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 nopiolajte 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 pl' nce with the Je erson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfe le-rasp n ' lity fq(adhheerrin�g to a plying with the ESA. The Applicant has read this disclaimer and,signs and dates it below. Signature: (-�" !/ Date: ( `,.) 7 �()/ 07/24/2013 • • BUILDER STATEMENT . The signer of this state ent does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that a they will be assuming retpponsibiligroflt�General Contractor for the proposed project. / _Signature <. C _. i --Th Date: , ; / -r ..;2 J i r / GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: `bn ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New A,Wood Existing: Z 5 : Sewer )i Addition i Steel Proposed: 0 Bank - Community System _ Alteration/Remodel Concrete Total: t•5 Height: %Individual System iir Repair 'I- Masonry SEP Permit# Q 1(G L C Bedrooms: Water Demolition _ Other. Supply: Existing: 3 Setback: _Water I Private well X,Two Party Type of Heat: Proposed: Public P_Icrric_�r.S 44.;I Total: 3 X00 Name of System: If this is a Commercial Protect you must answer the following: --_._ _ _ Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces. 2 fl \1 V/7 IL Number of occupants(includes owners,tenants,employees,etc) Current Proposed :- .-.._ --U �t 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: 2014 Heat Stove Cook Stave Woodstove Fireplace.nsert rehtO I evotS telleP I •knaT retaW toH 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 288 - 1-7,A, 2_ EH Bid App Review: S --1 q . `'G 2"1 Floor Heated Consistency Review Lt Other Heated Base fee: ,p `L; Mezzanine Additional Section: 1 C D Heated Basement Plan Check fee: O Unheated Basement State Surcharge fee: c Other Unheated Pot Water Review fee: Garage/Carport 896. 231q1, 2-0 SUBTOTALS . L 4` Decks 911/Rd Approach fee: } Other TOTAL: $ Receipt Number: I t4Qc-).i-- 15 7, •� Cash/Check Number: 1 iv—} ESTIMATED COST(REQUIRED) Date: 7/ )`-1 .Fair market value of all labor and materials foundation to finish �� . c�c� Initials: it-- , r 07/24/2013 7---.cON �' coy,. JEFFERSON COUNTY , 1,_ -0,. DEPARTMENT OF COMMUNITY DEVELOPMENT JUL - 3 2014 `~ Li j� __s .. 621 Sheridan Street • Port Townsend • Washington 98368 !- —__ yS, �O 360/379-4450 • 360/379-4451 Fax JEFFERSON COUNTY SING httpa/www.co.Jefferson.wa.us/commdevelopment/ OFCO^�iNU�COMMUNITY ENT Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: /-/aL).5 - Ai: `. n 6G-/cry 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 j- .Z, acres QAn acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet /3 3 /2_ 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: i Does the project convert%acres or more of Construction site for structures t I c314 sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. e sq/ft Circle: Yes No Wet, utilities,etc. .83- sq/ft Does the project convert 2'/2 acres or more of native vegetation to pasture? Driveway, parking, roads,etc. d` sq/ft Circle: Yes No Lawn, landscaping, etc. - " sq/ft Other compacted surface,etc. ' sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance ‘ 1 '1-1 sq/ft Cut Fill (cued) [over] slormwater calc worksheet Rev 9-9-2010—REV.919/2010 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) _ sq/ft Structures(all roof area) sq/ft Sidewalks –Or sq/ft Sidewalks sq/ft Patios �!// sq/ft Patios sq/ft Solid Decks sot Solid Decks ((,e0 sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads,etc /�lJ sq/ft Driveway, parking, roads, etc sq/ft Other —E) sq/ft Other 1 sq/ft © Total New 1 . C> I sq/ft Total Existing C 2- sq/ft TOTAL NEW+TOTAL EXISTING* 1401 `c) 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 (P° Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: °Ooh 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 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 affecte, rop-rty. /- �--- i L)i y 2-c (LA'DOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stormwater talc worksheet Rev 9-9-2010—REV 9/9/2010 __ i -- 1 _6��TOP OF MARINE BLUFF ç-± • ;;- -1_ a rn G> o rn y0 o T -1 . m 1 G ,- m a TI � ' 11 m I I O X. 1 -, 6 - I 0 - ° 5 j j X I— v ___a .._ _ II X 1 EXISTING 8 v 0n I v p j DRAINFIELD c O z y ,I-- O) I i RESERVE < 7 o c r. O' 1 I N •g 4 i EXISTING DRAINFIELD I n p-, I 1 l ' n ^nn C V j I I 3' .. o ..ii -0 m 11-48' - 0"-11' - 0" 2' - 0" cm 9: :) u O o �•a j c ° �z D v w. Iv 'ZCrJ 5 0 x o o a? --I+ °c— / t. Z O_ (a D X12' 0" cm - °m y N) �� 8 ��� z m a X go xl 2 0 111 °° ;�: X20' O" cT . N �. LT 81'_0, ° < � A - .7 Q .��.+' 0 32'-0" 52' - ON Z 7 ( ---; c . /� p ` ) 1 ? m Dm o * _ \ D ,-. 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I O/1655 n: /04 04NN 191700/./O5 DRYDEN SA-/O.QT FLAT ' PL AT CHECK 6T.Rcc \U■ r97�0e.......0.�° ' SU- ,n.,, 08 hi n....,...67�.5..6.r FINAL CHECK 641.065 //l91 awe, / ` 0/265-/,/ ",°1111O1i11� • .o.e a 9«, • U ^.9Hf O{,A V..J, C IsP Vol P131. L. • DRYDEN SHORT PLAT ,fuB94-OO48 SECTION 3E TOWNSHIP 26 NORTH RANGE 1 WEST WM JEFFERSON COUNTY, WASHINGTON NAT/CC TO POTS,VTMC P✓RCNASERS. • PR/OR TO THE CdfnENCEMENT Oi qvY ATHO 0/37-0PE00G ACE,/TIES 170 O?/O9 TG/00ANC6 OF A BU/COWS PRAM,T A STORM 1...okTER SITE ILAN SyALL SC 0678.4.0000 TO 7HE ST NOS OS OF THE W4Y/we To./STATE OCOA9+MQvr n ECOCOGY 9T0O07 1WT64 hKNAEE0YSwr/SA.UA/ (00/076NT Ep,/d)ANS SC .WToT/EP TO 77E5 QCPA4r/'M-MT CK A/N.IC w09• 00.R 40/R0WC. rc.PoNo- 6Rp6/LV/i CONTROL 11ET000S,OR C0v3TSSI0T0w PROPOSES(ROAD E Ic/T/ESI SHAD 86 APOROVEO SY THE 0EP0TT•G0.V P✓ec'C 0,04-5 AND E/+PCO Tee OuS/nS MNLTRUCT/O, 2. 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J /N 5 TO OROT/OE V/Ew CORK/0013 Rep,.TEY 0/5/ NS OF 7/40008 RES/O6/CY3, R0,0/AL OR 746E/7/085 o5/THE S..HFF SHALL EE A9 FOO 005.. .TREE P5/0/,NC NC 00 TO A/+AF/rn/rr 00 F007Y(40)PCRCE^/T S.40-BE ALCeNEO OCR',reef POR AEC 00 F EACH TREE C/FS. • ,N0OW/5/6,MTE4/-nBW4 ARO CE/RI/./S UP ARE MCCOAH/E000O PPAGTooE B TR./c5 TO THE BEACH 5/0001.0 BE CONSTRoCTEL,W/ E LEAST NI00NT OF O/STUPSAACE TO So,AN /T9 VEGET./T/M RA/IS ENO/LO SC RUST/G AND 16168•E P/SIBCE, 4E/NPOKC Lon/A/OCR TRC65 OP AkAANT wove THE 085080 ANO 0J.µ5TROCT/0N 00 row//S r0 THE SfICN SNAct SC SO TN•7 BAN,574 S se,TY/s 000 AOV0R4ECY 45051750 V m_ DESIGNED BY NORTHWESTERN TERRITORIES,INC. DRAWN EY. 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Ln O 9� \/ P \ J \ GOV'T LOT 1 _ 04591 (NE1/4 3 - 26N - 1*) O( - e ea N " a 8 . : Z o ? a (n $ F a8 N °t n 0 in n c = c Z N I < Om IN 1. (7) W z road Page 1 of 1 • • ADDRESS INFORMATION FOR 1145 DEER CREEK RD ROAD NUMBER:P484 ROAD NAME:DEER CREEK RD ADDRESS:1145 APT: REAL MILE POST:1.16LT APPLICANT:DRYDEN,PHILIP ADDRESS CREATION DATE:09/23/96 PARCEL:601032024 LEGAL:DRYDEN SHORT PLAT LOT 1 YS3 T26N R1W GRID:N-9-A FIRE DIST:2 ZIP:98376 POSTAL DISTRICT:QUILCENE PLANNING AREA:9 VOTING DIST:302 CEMETERY DIST:- HOSPITAL DIST: SCHOOL DIST:49 WATER DIST: SITE LONGITUDE: SITE LATITUDE: SITE COORDINATE TYPE: ACCESS LONGITUDE: ACCESS LATITUDE: MODIFY DELETE ADDRESS NAME SEARCH REPORTS http://isserver/Address/RoadAddressDetail.asp?ROAD NUMBER=P484&ADDRESS=1145 7/29/2014 • S JEFFERSON COUNTY j DEPARTMENT OF COMMUNITY � DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 1 Web:www.co.iefferson.wa.us/communitydevelopment Tel:360.379.4450 1 Fax:360.379.4451 I Email:dcd(a)co.lefferson.wa.us SquareONE Resource Center I Building Permits&Inspections I Development Review I Long Range Planning August 5, 2014 ALAN W HAWS JANA HAWS 13419 80TH ST SE SNOHOMISH WA 98290-9020 RE: SITE ADDRESS: 1145 DEER CREEK RD CASE#: BLD14-00236 Dear ALAN W HAWS: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. Our mapping indicates that there is a stream on your parcel in close proximity to your proposed building site. Please submit a Habitat Management Plan prepared by a qualified professional addressing this based off of Chapter 18.22 JCC. All new development needs to address stormwater control. The site plan submitted on July 3, 2014 does not address current or proposed stormwater control. Please submit a revised site plan that addresses stormwater based on the 2012 Ecology Stormwater Management Manual for Western Washington. Please submit the above information to the Department of Community Development within 90 days of the date of this letter which would be 11/3/2014.As required by Jefferson County Code, JCC 18.40.110(3) and (6), if the information is not submitted or additional time to submit the required information within the ninety (90) calendar day period is not requested, the application would be considered abandoned and therefore withdrawn and application fees will be forfeited. Jefferson County Code provides that the Department of Community Development shall not be responsible for notifying the applicant of an impending expiration, thus any further notification would not be forthcoming. Sincerely, Z,fZlr 2ati•onPly Department of Community Development Staff 6u,o) s7ci - it45i4 ghaushe et)GO.)e:W-c,i^ or\ . wo, . US c: File J. MACK PEARL \\tidemark\datalforms\F_MLT_Addl nfo_Requst.rpt 8/5/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma • r»■ �. °. 1 �... 70 344/V4`.. .114401, . tp c 0434404 • t 0t 344061 w pt r 10.707 1•174^tl 701344060 ff Van 0031009 Legend _. Selected Features :74.7:4 & 03'C08 JC Roads Parcels-H SIPZ 601032023 .. ✓oet C•teNh At Re S.P.Z. 80103202-01 ■ thy,RnR SIPZ f l�l 0ocomMaion1:9&In _ t � �•• __ ,•) O Coastal SIPZ 601032001 li f • i fJf I' 601032008 / / 601032003 601032002 _ 8010}'-](: _601032014.. II _____- 601012040 11 _.:- 601032037 •..�. ruockder•.kNmaf Cw,:, Sc emes CIS _. 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 •rrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Jul 21 10:58:58 #014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 70134401 701344017 70'344029 701344010 701344016 r 0 _ x701344047 ne • 101344051 '�I 111 $701344046 • 701344050 r ! 1 701344060 601032020 601031005 - - -- –601031009 Legend Li Selected Features 601032021 601031008 ,fJC Roads Parcels-H ----"-"- DNR FP Stream 601032023— Classification '1111011•"" Od.r C'bek 41 J F Fan Ilnbnm 601032024 /yf N-NpmfrsM1 lbGrlal 601031007 I4l Np-Non4m111labnal Pomnno I /� 601032001 Ni'Norman rlabnarSaxonai tel S lnventaree SnoMIme 661032005 601062003 60102002 601032014._ 601031006 h !ff 601032015 Flil ----- _1 601032010 / `601062019 /. . __..___.— I.__-_' 601032004 '.I....sanded by dram Caunlf Ceara.Sena*CIS 0, 37441 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. Mon Jul 21 10:52:35 2014 c c II Si)4- ne.) http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • Ill Page 1 of 1 +r ArcIMS HTML Viewer Map / r 701344017 701344017 7013 j _ --- w 1 d 701344016 70,344018 0,314041 0 tr dd '• 7013440.51 7 J 10`3444...16 0,344050 • - _....__ .. 701344050 •? �' -- I r- / 601032020 601031005 ri✓r J r 1 60t037009 Legend LiSelected Features 601002021 601031008 �1�i ,,,,/ JC_Roads .. _l Parcels-H DNR Streams 609032023 °I 'et C TVA.9 ., Type 6010320.24 l� ■ ....____— 4 ,f) Ty _ f' 601031007 Tiie3 601032001 �{ Type JI Typal • I `" • --- .. ./ Omar 601032005 1 601032003 601032000 607032014. 601031006 _X601032013 j 60103'2070 601002019' 601032004 ._ .,1 rl Jakeson Canty Cantal Sams GIS 0_378t1 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. Mon Jul 21 10:52:46 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • Page 1 of 1 ArcIMS HTML Viewer MaJ f !___1-1':::?0.--,c--77:‘, j),. ) o .. • (G-'-'\__,, Tic r,•,,,.o=y_,/( ,fr Si( 3 _ t - ' Legend -__.. )'�. L--___ Selected Features 601O3‘,....d L-.-._______ JC_Roads Q?-,L,_. Pa rue ls-H 1U1 2SQ Contours 601032023 J1 t f Utter =f le feet Centeu. SlS e Cre1(r47 .J So Feot Contour .n04432024 _ O 601032001 C"-------fc LeS to YJtp32rny r / uo 601032013. \�` -1 t (r 1 ‘ > 601032010 II / 601032011 li` t fr r` r`,. `"f- . 1:601032001 .x156`--________ 11sr.am'AOd.?..adlnsm Ceu'r. iservrtae c;rs; --�_ - 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. Mon Jul 21 10:51:17 2014 http://gisserver/servleticom.a sri.a srimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 1 . t Legend Selected Features JC_Roads Parcels-H County Zoning NPR SF trans '!.'I I�_'f ..'x.1.1_•� C !v'1l42.l! DP R Ural R090e41011.5 >7� Rural RestlenWtlO o Rural Ressteniw 1:20 r_v,.la_,,_• MPR-Salyut Fanny ■ MPR,Munda,n tr __ _•ittia __ _' r...4 NPRRosorlCrr_,.. Parts erne Nacres,e n • MPR.Open Space RuratFprcsl Cormorcm Fpmat meowing Forest 3:,., ArbonCPF rn: N_t'. x2'T3 '4 ' Anpon[PF Doer r f1" MPR,Vrnage Cemr a()'GxX.l2.1 AP 1:20 ) Rural VIlsge Canter ■ Resource based Intl. 60'i3YtYl' Lgnr MEUMrol MPR-Rameston Waste Myra,LK fir,‘ Ll• __ _ ■ Crossroads,GC 11.1 Crossroads,CC ■ Crossroads NC 5tT S III AL.1:20 !c' UGA,Ursan Cemmereol 80'03204 UGA-Urban Lght Industrial 0■111111 37841 dGA.MDR U GA•NOR UGA-Puoo c 1.112A.1.17R UGA.Vndor Drooled COmmorcul MFR-ERN Brannon CF ab,MR1.0 Commeam Forest M meal Resoorca Overlay 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. Mon Jul 21 10:59:17 2014 http://gisserver/servleticom.e sri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output 40 • Page 1 of 1 ArcIMS HTML Viewer Map 70,344o17 70,3440,6 4' 70434406 •_'34404? A #M1344046 Legend Selected Features 600.320.2' JC_Roads Parcels-H Parcel Tags-H No Spocui Repo6 06er Soacot Reaon 601032024 41.Pr 601031067 601032001 001034.9z • 691031006 6010320141:-- D01032015 1 601062010 / 601032019 ,r 601032004 0■191•437371 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. Mon Jul 21 10:51:36 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • Page 1 of 1 ArcIMS HTML Viewer Map r' — .. / 701344017 701344017 701344029,344029 , ' c- 70,344016 701344016 c __ N.701344047 B ;AI N 1 � D j ±-� 14fS• 701344050 i 'I I t 70'24,K.1_ 701344030 a � - I 6010200 `1`7"'601031005 601031009 Legend ii .. Selected Features 601032021 601031006 ,.J JC_Roads Parcels-H �1 FEMA FIRMS 601032023' A C �,y t .__. 214 AN i 601032024 j 50 Ai r 500 601031007 III m. {/ 601037001 �`., 601632005 / ' 601032003 -- 601037002 601031006 • __601032014 I -. --...- 6010332010 601032019 - - 601032004 11166 vo..dd try aicYn-ante care Salmons CIS 0 3/61t 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. Mon Jul 21 10:57:46 014 I http://gis server/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/21/2014 " Page 1 of 1 Map Output • • ArcIMS HTML Viewer Map /1 /-----(1 ?c I 434407 ',.,701344017 / tO'.344C .- ,e',.■ NT 701344016 ... ---"--- '7.01344016 c;- 17 - 701344051 -,„ i/6-- 1344050 i ._"-_-- ' 201344080 '. (f, 11111 ' P117 ; 6010.32020 601001005 . \'. , , -S ill \ \ \ 601031000 Legend \ ) Selected Features 601032021', \ \ \ 601031006 Lots JC Roads _ L 1 ' Parcels 601032023 (......._ '-' ) r' 601032024 )-N .4451W,7 .. 601031002 , e 601032001 ._._ .. _ . 601032005 i — ---- 601032003 601032002 601031006 601032014 6C'....3..elYS i —601032010. _ — 6010120'9 I ' -■ t--- 601032004 ..I.4n.wcr..ded ey Jefferson Ccuffy Cent*Somme GIS 01111111.1101■13701 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. Mon Jul 21 10:50:561 2014 ll http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output II • Page 1 of 1 ArcIMS HTML Viewer Map 701344017 701344017 .,'' 701344020 — - -- - 701344011 701344016 ,.... _, ___ 701344047 e i A b •: • 701344061 701344050 I ' 19701344046 701344050 •cP cr _ . I '''- •,'.4,'; • 601032020 601031005 • _ _ I -601031009 Legend Selected Features ‘..st 601032021 601031033 .i.dt JC_Roads HPa rcels 4-i -- SNIP Shoreline _ 601032023 . ot Environmental Designations k .: . 01032024 ElAnnex MI Conservancy - I ige intenany 601032001 Natural riNA Li Peorny Actuate _- ______ 601032C05 MSnoreenc Reseenten 601032003 ---1 601032002 -____ 601031006 -- 601032014 7.1032015 '. , ._... __ 601032010 Ii - .. — 401032004 Maps prooded t,Jelersen Corsesry Centre Scrents GIS 0=1•001111■11■378t, 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. Mon Jul 21 11:02:1 9 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map V t ' d la_s 1 . .,.m.x.fe r „,l- is _ A _f.3:. r A _ti Legend c' "" Selected Features _ JCRaads I°.a im..- v ate. * aF � e ' Parcels-H __ v32:e4 J 6<.-'3; z 6C r 32:_.-3 '4 M y 4-44116 soua zo10 tP hG 13„ 9 � y ♦r. g w r Vi V'a a:JSJ _c'ce:m Co.rey Cam*STWIS GS 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. Mon Jul 21 11:04:031 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map tr 4E. • 6 11 601032020 GO'L■3•UOS Legend Selected Features 60'03'006 JC_Rnads Parcals-H Landslide Hazard JY 032021 0 Shaes det '*rik tl•gn 032021 Madero c Sham 601032001 601032005 601032003 601032032 60103006 ___ 601932014 - 601032010 • 601032019 _ • 601032034 County Caw*Seroorm GIS 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. Mon Jul 21 10:56:43 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map f -'•1, - r .. l ff i +r rr( f ill y_ •1V •' l jf- '-� SggcW/ 8 +▪' l (I' f 1 f fi►"i i ..,____J a� r y.-#▪ ti P� ��'4 rr}'YIJ�YS /17 ,1 r' , � err�3'�:ns /; ! • `q fy —± . { •� .: t %I \'\\ �} o_a ,ti`ti { '�_'�, � Lie Seteture ,lee 4: ••' 4. , ,ffr USGS Topos ip !F �• •rLi , ■ ` a � 60'032015 1 f f ? r 1 Ij c r } • • • ' r Rr: ' • e- . � r s. I r � y}'0321:4+1 , ■ J >? 1 1 a r .. . hiliii 6 t•.".",-;.: 6, ; : :. :;-' te(i //A ( ..1 i ri f ,_,,,,,," .. . a .W/2 4., • .. ' i . iti. ilir,0:10.32,..C.'.:.\ \IV;4111 1 ? I I 1,.... .. do.e.:r ■• • 6Ci`0320C l 4 r "V/ lifir 60•03200i .6%Li Ati . • dJ 0.11'"- y .. .ae]a.„t',.,,,8-oar;Cerra£cvc�.GL4 •�•6. �" 1 ' . Jlrll .1 J 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. Mon Jul 21 11:03:26 2014 http://gisserver/servleticom.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map r 701344017 70'3-140'I 70'3,74029 V 701344016 7013440:6 r y' •-, 701344051 )01344050 #70'74kNe 701344050 c (rf 601032020 001031005 d l 601031009 Legend ;71� Selected Features `4 ..,,1, 601032021 601031006 `` JC_Roads Parcels-H unimmi __...__-- -___._....._._..._... 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Mon Jul 21 11:01:40 2014 , http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • III Page 1 of 1 ArcIMS HTML Viewer Map ,01344017 701344017 ./ 70134400 701344016 701344016 / C a .....___,,, 7013440471 - 4- --"--, 701344061 701344030 ...,. 4?701344046 .,- • ii 701344030 49 C I 601032020 601031005 _ -------601031009 Legend 1 trj Selected Features 601032021 601031006 t JC_Roads , I Parcels-H l Driftcells 601032023 is/ 0 mergence Zone ,,,, beer c..., 4. 601032024 , / u ,,,: Lel to Rpm — / No Approcambia Nearshe re 0 r 41 OP' 601031067 "I' even to Lett ( u marmot toil 601032001 :-_____/ 1 _ solavocos i - — ---------- 1 601032003 __ 601032002 60103100u 601032014 - l 1 _ 601032010 601032010 • - ------- 601032004 Mx!:;rcrecbi ay Jerw.,, . ■.•4 Sawa.MS 01■111111.■37511 FOR INFORMATIONAL PURPOSES ONLY- 1 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. Mon Jul 21 11:01:25 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • IP Page 1 of 1 ArcIMS HTML Viewer Map I r i 701344017 701344017 / 701344024 i ■ 701344016 701344016 __ 774 7 691032020 601031005 l –601931099 Legend Selected Features 801032021 601031008 JC Roads Parcels-H Critical Aquifer Recharge Areas . rte U 601032024 su SC=uNN -- El S1RPA.SUSC 601031007 ❑ SUSC 801032001 SARPA 0 SARPA•UNR u 601032005 601032003 1 __ 801002002 -- ._._..._� 60:0.s1006 A -- 601032014... �80103201 S -- 19320t9 601032010 _—f—' 601032004 Mss.swdotl A..+o Cara Calls Swoon Gts 0 37611 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.Mon Jul 21 10:58:04 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • 411 Page 1 of 1 4, ArcIMS HTML Viewer Map 70134017 lik 701344017 ii 701344020 / 1 .-:', 701344016 701344016 I 0. — 7014.104., 701344061 e J.---- ---- .... — e 101344050 / 1 1 1101344046 .: • 701344050 ig 601032020 601031005 7.: '.1 — -601031039 Legend 0 Selected Features 601032021 601031006 ,1/ JC_Roads ) Parcels-H i Ea Seismic Hazard 601032023■ Nene._ i '"'wegr Al 1_601032024 A ) 601031037 ( 601032001 \\ / 601032006 601032003 601032002 601031006 „-----__601032014.7:7 60.062315 c 601032010 40S 601032004 0■0■371:91 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. Mon Jul 21 10:56:32 2014 z , , http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 101344017 11 701144017 / 701344020 — 701344016 701344016 701344047 b "'" i701344046 701344061 701344050 ' 701344050 +9 . a- . 601032020 ' 601031005 Legend C3Selectee Features 601032021 601031006 JC_Raads IParcels-H Wetlands 601032023 De,. 601032024 601031007 601032001 601042003 601032002 601632014 - 601031006 • 60'032016 ■ 601032010 601032604 Maps pcsadad try Jellortgan Carry Iv a Strezes GO 0111111111.11111•11■3786 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. Mon Jul 21 10:55:11 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma. rimirr +o13�no1r rotawon rose, 701344016 701344016 .£ 7013440470 701344061 701344050. ' '` 24 70134404 701344050 7 601032026. 601031(X:6 w 1 ............ 661031009 Legend Selected Features 601032021 601031006 JC Roads Parcels-H 601032023 _.f ., Permits-H 601032024. 601031 W F .601032001,. k` rr i r .sic j! 601032002 --- 601032014 60103,006 -._._. . ......_._._� .720?5 601032004 1.a ry Je6smCosy Carts&rocas GIS 376„ 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 •rrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Mon Jul 21 10:52:01 014 http://gisserver/servleticom.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma. %F 701344017 701344017 7o134402g ------ "�7Q1 ! 6 . 111491 701344016 701394016 1 J, ///_ 394047 a 701344051 701344050 1 I i #70t114E-1- 1 -----_.._ 701344050 if ...61 �,. 1� 601032020 601031005 1 601031009 Legend --- --�� Selected Features 601032021 I i 601031005 i JC_Roads Parcels-H "— DNR Water Bodies 601032023.,. ^ 801032024 4k ® N _. _.. ..... . 0 1. s 601031007 I I No Dose sailor I 601032001 601032006 601032003 _ 601002000 601031006 _601032014 — ___� /� 601032015 � —j 601032010 601032010 ,.! ..__..._.__..._. • 801032004 Mem weeded oy-c6mlan Corry Cass Stec..GIS 0 • 3768 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 •rrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Jul 21 10:53:03 014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map • /N`:-) c\H-1 S13 ./ 60'03'0(75 60'03'009 \ Legend Selected Fe atu re be'032C.e WO'Cat JC Roads Parcels-I-I Shoreline Slope Stability 60'032023 Deere n reek,9c, Intermocisale 60°0320 1-1 Umilatic / hi 60'03*. rl slab le Recant unetsirac EiJ103200` Unstable Old Lantlsikela Meddied / / I / .■ 032C,'4 / , e ONNI3781t 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. Mon Jul 21 10:58:31 2014 http://gisserver/servletkom.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma. s•'A 702344017 I \ ,to 6.44 . � ` __ - ,• `. � ,,___..fy[ .1., 511 /0 344016 01344016 i= 70•344e4 7 a 4 1 'd y **01, 701344031 3 i 701344050 .$' b4im e , ..3.44....s..., t 4I t�� ■t.. - +� a 602032020 60?031005 i s ---- - 601031009 Legend • ''+ 4 L Selected Features T 4 JC_Roads R ;1 Ts 1' I Parcels-H I 2013 Aerial Photos or! 60+031)7 60'D •y. ifi 601032C' —� .__ T .. t .4. : ___L - a. &J 0.1CO6 - .—. -_- _..60103201' _ _ ,0, 60t032010 . tnc1 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.Mon Jul 21 11:03:44 014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 Map Output • Page 1 of 1 ArcIMS HTML Viewer Map ...'01344017 701344017 '�� , J f 7o7aa4on . z ,` I 701314016 . .-_ k7oi344o4r D f .- c� S ni 701344051 .,' 707344050'S •II 74 701344006 I /` 701344050 0th — --ate+-- - r'` `., �: �� 607037000' CO 801031005 5, ,` � 601)031009_ — ii .._.. _ -_ 031009 Legend '1 ® Selected Features ..'` 1 60703202, 6010331006 l J /_r JC Roads r / ' �.-�—� f pi Parcels-14 - �."-=} I Soils+! . 601032023 _. -- 601032024 1 4 J (N)7 — — A � 60,03,007 6016312001 C' 601032005 DAD 1 --- 60,032003 + 1 / /,,, / — / 601032002 MUD % _ _.601032014 601031008 / 601032015 ', _- .�...._.� --i 601032010 / 601032019 ; --- .....—j 60/052000 3 3+311 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. Mon Jul 21 10:53:36 2014 http://gisserver/servlet/com.esri.esrimap.E srimap?ServiceName=ovmap&ClientVersion=4.... 7/21/2014 • • Jefferson County Building Division Permit Number: BLD14-00236 Applicant: HAWS 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 Erosion Control q112)1 C Post Holes �U1 Foundation Footing Footing Drains KVA vf Foundation Stem Wall 0. /,%' giro tha-s D/< q/c//6/1 U• nderground Plumbing NA, Under Floor Framing 7/15/2014 j,)j1 Straps(hold downs) S/ /tF .�C _to cci E• xt.Shear Wall Nailing / / R• ough-in Plumbing r /,�L ko7p4- rl Framing 5/4/6 B• locking N/a �I Insulation:Walls 7/15/2014 00 7G Insulation: Floors 7/15/2014 Insulation:Ceiling 7/15/2014 ., f Wallboard Nailing 7/15/2014 145 fl Wallboard Nailing 6/'.//s ll 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 FINAL INSPECTION UST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR i S CONDITIONS for Building Permit# :BLD14-00236 1.) 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. 2.) The site plan as submitted with the building application on August 13, 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 August 13, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 3.) This approval is for a building permit only for an addition to an existing single family residence. 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. 4.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 5.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 6.) All ayes of exposed soils shall be re-vegetated by seeding or planting and/or mulching as soon as practicable after construction. All fill surfaces and stripped areas shouild be replanted with deep-rooted groundcover. 7.) AB 11tidemark\data\form s\F_B LD_Perm it_BIdg.rpt 8/26/2014 • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00236 Received Date: 7/7/2014 SITE ADDRESS: 1145 DEER CREEK RD Issue Date 8/26/2014 QUILCENE, 98376 Expiration Date 8/26/2015 OWNER: ALAN W HAWS PHONE: 425-985-9157 JANA HAWS 13419 80TH ST SE SNOHOMISH WA 98290-9020 SUBDIVISION: Block: Lot: PARCEL NUMBER: 601032023 Section: 3 Township: 26 N Range: 1V1 CONTRACTOR: WCE GENERAL CONTRACTOR PHONE: 360-860-1888 22802 SEATTER RD NE KINGSTON WA 98346 Contractor's License WRIGHCE932LK Expires 6/6/2015 PROJECT DESCRIPTION: New Mudroom /Laundry With detached new 2 car garage (288 sqft addition to house- 896 sqft for garage TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 288 VALUATION 70,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 896 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 06398 Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $766.00 SRE 07/03/14 148837 Exist: Exist: State Building Code $4.50 SRE 07/03/14 148837 Prop: Prop: Plan Check $497.90 SRE 07/03/14 148837 Total: Total: Total: $1,268.40 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 ST.. 7- TOP OF MARINE BLUFF 1' __=_7— rn 4 1,0� < rn i rn o C - r- z , I rn J= 8 1:,== o 7 I 11 O X 0I in X N ii I f I ,_L 1 EXISTING p p `4 O I DRAINFIELD . 5 I RESERVE z ° � O i * --I c m I II EXISTING DRAINFIELD m n y b � z .w rJ gym' I (1,1 48'-O"-11'-O"-2'- O" DKm I - n w by a x co* �' 5'1,-O" � xm p , m ow °o Q? • 7 m - 0 F 1_. ________ ___ b M �' cx ,, - - , c / ti / o 0 rn III N 81' O" v a �� 20' O"n _ pc m I 0 1 32'-0" I 52' - Om I z T (;. l' 7N 0 0z ° y* m m co ' m CO N ' Im c ix — 01 r i- 1� CP i iz G1 I M r- O O Z Z Z I v i m O - 11 Wcncnry o GO .� o w °� -� rGZDO � � _o2 O lg. OD 3 3 11 k mm � p � m D � � 7 X 1 CO Drs _ min N X G7 rn up -- A -+_-_ • V o —I CO W ,p o 7 M W > D n ` l a) --.1 r- 0 X 7 N I m X .. S 3 O �� M p D �� (!.� 0 I 1 �. ( 1 I ■ D ■' 1 I I I PRINTED 7/3/2014122324 PM I I _... Illi T._- -. g w m HAWS Garage-Mud room/ and ry II J MACK PEARL -ARCHITECT " 1145 Deer Creek Road 15070 KOMEDAL ROAD 3 a Quilcene,Wa 98376 \ BAINBRIDGE ISLAND,WA 98110 165.(206}842-85o5 Seabold2 @msn.com ,' Standard Conditions for Residenti 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 pWlties. Portions of Jefferson County, including 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:l/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 • 3.1.1 Downspout Full Infiltration Systems (BMP T5.10A) Downspout full infiltration systems are trench or drywell designs intended only for use in infiltrating runoff from roof downspout drains. They are not designed to directly infiltrate runoff from pollutant-generating impervious surfaces. Application Projects subject to Minimum Requirement#5 (Section 2.5.5, Volume I) must provide for individual downspout full infiltration systems or full dispersion if feasible. Evaluate the feasibility, or applicability, of downspout full infiltration unless full dispersion is proposed. Use the evaluation procedure below to determine the feasibility of downspout full infiltration. Flow Credit for If roof runoff is infiltrated according to the requirements of this section, Roof Downspout the roof area may be discounted from the project area used for sizing Full Infiltration stormwater facilities. Procedure for 1. Have one of the following prepare a soils report to determine if soils Evaluating suitable for infiltration are present on the site: Feasibility • A professional soil scientist certified by the Soil Science Society of America(or an equivalent national program) • A locally licensed on-site sewage designer • A suitably trained person working under the supervision of a P rofessional engineer,geologist,h dro eolo gis t5 or engineering geologist registered in the State of Washington. The report shall reference a sufficient number of soils logs to establish the type and limits of soils on the project site. The report should at a minimum identify the limits of any outwash type soils(i.e.,those meeting USDA soil texture classes ranging from coarse sand and cobbles to medium sand)versus other soil types and include an inventory of topsoil depth. 2. If the lots or site does not have outwash or loam soils, and full dispersion is not feasible,then consider a rain garden or bioretention BMPs(the next lower priority on-site stormwater management system). 3. Complete additional site-specific testing on lots or sites containing outwash(coarse sand and cobbles to medium sand)and loam type soils. Individual lot or site tests must consist of at least one soils log at the location of the infiltration system, a minimum of 4 feet in depth from the proposed grade and at least 1 foot below the expected bottom elevation of the infiltration trench or dry well. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-4 • • • Identify the NRCS series of the soil and the USDA textural class of the soil horizon through the depth of the log, and note any evidence of high ground water level, such as mottling. 4. Downspout infiltration is considered feasible on lots or sites that meet all of the following: • 3 feet or more of permeable soil from the proposed final grade to the seasonal high ground water table. • At least 1-foot of clearance from the expected bottom elevation of the infiltration trench or dry well. • The downspout full infiltration system can be designed to meet the minimum design criteria specified below. Design Criteria Figure 3.1.2 shows a typical downspout infiltration trench system, and for Infiltration Figure 3.1.3 presents an alternative infiltration trench system for sites with Trenches coarse sand and cobble soils. These systems are designed as specified below. General 1. The following minimum lengths(linear feet) per 1,000 square feet of roof area based on soil type may be used for sizing downspout infiltration trenches. Coarse sands and cobbles 20 LF Medium sand 30 LF Fine sand, loamy sand 75 LF Sandy loam 125 LF Loam 190 LF 2. Maximum length of trench shall not exceed 100 feet from the inlet sump. 3. Minimum spacing between trench centerlines shall be 6 feet. 4. Filter fabric shall be placed over the drain rock as shown on Figure 3.1.2 prior to backfilling. 5. Infiltration trenches may be placed in fill material if the fill is placed and compacted under the direct supervision of a geotechnical engineer or professional civil engineer with geotechnical expertise, and if the measured infiltration rate is at least 8 inches per hour. Trench length in fill must be 60 linear feet per 1,000 square feet of roof area. Infiltration rates can be tested using the methods described in Section 3.3. 6. Infiltration trenches should not be built on slopes steeper than 25% (4:1). A geotechnical analysis and report may be required on slopes over 15 percent or if located within 200 feet of the top of slope steeper than 40%, or in a landslide hazard area. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-5 • • 7. Trenches may be located under pavement if a small yard drain or catch basin with grate cover is placed at the end of the trench pipe such that overflow would occur out of the catch basin at an elevation at least one foot below that of the pavement,and in a location which can accommodate the overflow without creating a significant adverse impact to downhill properties or drainage systems. This is intended to prevent saturation of the pavement in the event of system failure. Design Criteria Figure 3.1.4 shows a typical downspout infiltration drywell system. for Infiltration These systems are designed as specified below. Drywells General 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impermeable soil layers. 2. When located in course sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served. When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum) and deep enough to contain the gravel amounts specified above for the soil type and impervious surface served. 4. Filter fabric (geotextile) must be placed on top of the drain rock and on trench or drywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25%(4:1). Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist, hydrogeologist, or engineering geologist, and with jurisdiction approval. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-6 • • roof drain PLAN VIEW NTS perforated rigid or 6°flexible perforated pipe 7:1113 infiltration trench sump w/slid lid • PLAN VIEW ; roof drain NTS II . overflow 4'rigid or Er flexible splash block __Al perforated pipe 6° :°°°° L o■i111^a °p°q washed rock 40 4 a A& ao 4 s 1' ' 5.D min I 12' •eQ— 1112" 4" --�°�°Q,4a°aG �� l'min — — 9 o SZ_A9°_V . L 1 fine mesh scree \--CB sump w/solid rid 10'min I varies A filter fabric t i compacted backfill li ...4:7...i+.;!� ' } • l. . d'rigid or 6'flexnble 7 op, op n perorated pipe 24' as °o.• • a a v ° ' 12. 4. 2 s O °a 9° • 4 washed rock {I ¢ • ^ 1 1/T3/4' 4° .q•a°O0L1°O I _24'-1 . SECTION A NTS . Figure 3.1.2 -Typical Downspout Infiltration Trench Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-7 • • s . 3 from roof • grass overflow 64 min ° °. °00 llllll�, 1+ff-all' a O °v° v° Washed rock.. O o Q � NOTE:E:Same length dsnBnsions °11>°°b,v° 18'min and site limitations as typical system aDoa v0 • °od o v° a° 2'min _.�., 15'min X-SEC11ON IVTS Figure 3.1.3 -Alternative Downspout Infiltration Trench System for Coarse Sand and Gravel Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-8 • . Roof Downspout Haase ,A,/ / Catch Basin // /.._./.. erterl Drain) !//////, Ro flow cf Dourapout 0 DRY WELL 48 Inch Dia meter Hole Filled with PLAN VIEW 11/2.3"Washed Drain R odc NTS Roof Downspout IA Mark Center of Hole with 1"Capped PVC House a Overflow or Other means ` Splash Block Topsal FlushwdhSurface :: .■ 1'mitt. Min.4'cia rtorj %,,aL�Ji'1,a�r1. Fine Mesh Screen PVC Pipe a°:y "��11.� :�T,i1 '-a .l Catch Basin t.;6.. . Y, { rd Drain) ,* ';�; t: .0;1.48 Inch Diameter S' 4'min• Hole Filled with Sides of 11/2-3'washed S Lined with �,1 ith Filter Fabric , Drain Flock JO ,i..V4, 1 : iii.l :1.;;i411 Min. ?above Seasonal DRY WELL High Groundwater Table SECTION NTS Figure 3.1.4 -Typical Downspout Infiltration Drywell Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-9 i . • • Setbacks Local governments may require specific setbacks in sites with slopes over 40%, land slide areas, open water features, springs,wells, and septic tank drain fields. Adequate room for maintenance access and equipment should also be considered. Examples of setbacks commonly used include the following: 1. All infiltration systems should be at least 10 feet from any structure, property line, or sensitive area(except slopes over 40%). 2. All infiltration systems must be at least 50 feet from the top of any slope over 40%. This setback may be reduced to 15 feet based on a geotechnical evaluation,but in no instances may it be less than the buffer width. 3. For sites with septic systems, infiltration systems must be downgradient of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-10