Loading...
HomeMy WebLinkAboutBLD2014-00266 •UILDING PERMIT APPLICA•N Re vie14-00 w Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00266 Received Date: 7/25/2014 SITE ADDRESS: 322 SOUTHPORT LN PORT TOWNSEND, 98368 OWNER: GREGORY M PARKER PHONE: 360-385-1082 JEANETTE M PARKER 2804 7TH ST PORT TOWNSEND WA 98368-9631 SUBDIVISION: Block: Lot: PARCEL NUMBER: 901081024 Section: 8 Township: 29 N Range: 1V1 CONTRACTOR: REALITY HOMES INC PHONE: (253)926-8515 1308 ALEXANDER AVE E STE B FIFE WA 98424 Contractor's License REALIH1984CN Expires 2/12/2015 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI NSFR W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,767 VALUATION 419,295.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: 1,767 HEAT TYPE: EEE OCCUPANCY: UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: SHORELINE: 488 CONST TYPE: pECRKAGE. 550 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 1 PW ELL BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 3 Total: 2 Total: 3 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $3,267.00 SRE 07/24/14 151282 APPROVED State Building Code $4.50 SRE 07/24/14 151282 OCT Plan Check $2,123.55 SRE 07/24/14 151282 - 9 2014 Potable Water Application $67.00 SRE 07/24/14 151282 Jefferson County DCL Total: $5,462.05 \\tidemark\data\forms\F_BLD_App_Bld.rpt 10/9/2014 ` J-sON c�. DEPARTMENT OF COMMUNITY DEVELOPMENT 4 k C- 621 Sheridan Street,Port Townsend,WA 98368 Tel:360379.4450 I Fax: 360.3 79.4451 . ' Web:www.co.jef ferson.wa.us/communitydevelopment N L,� O- E-mail:dcdCa�co.jeffexson.wa.us SEA f CERTIFICATE OF OCCUPANCY PERMIT #: BLD14-00266 APPLICANT: GREGORY M PARKER PHONE: 360-385-1082 JEANETTE M PARKER 2804 7TH ST PORT TOWNSEND WA 98368-9631 SITE ADDRESS: 322 SOUTHPORT LN Issue Date: 10/9/2014 PORT TOWNSEND, 98368 Final Date: 9/24/2015 SUBDIVISION: Block: Lot: PARCEL NUMBER: 901081024 Section: 8 Township: 29 N Range: 1W PROJECT DESCRIPTION: NSFR W/ATTACHED GARAGE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes r(1-;;-) THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 9/24/2015 \\tidemark\datalforms\F_BLD_Occupa ncy.rpt 9/29/2015 Sally Ellis From: Sally Ellis Sent: Thursday, September 24, 2015 8:17 AM To: Susan Porto (SPorto @co.jefferson.wa.us) Subject: BLD14-00266 Gregory M Parker 322 Southport Ln Greg has called in for his final- BLD14-00266 Septic case is SEP95-00101 Final Under Activities- The W is not signed off- for Septic But the Septic case is final I am going to tell Jim to proceed with Final- As I am thinking this is one that maybe just got missed by mistake.... If that is not true Please advise ASAP, and I will call Jim in the field and advise him to not do final inspection.\ Thank you , 4110 Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St., Port Townsend,WA 98368 Mon-Thurs 9am -4:30pm, closed from 12-1 Ph: 360-379-4452 Fax: 360-379-4451 sellis @co.jefferson.wa.us http:J/www.co.jefferson.wa.us 1 ,SON c, k,. 'c- DEPARTMENT OF COMMUNITY DEVELOPMENT 2{ 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379A450 Fax:360.379.4451 Web:www.co..efferson.wa.us communii'develo•ment 4,_ 9sit f Ni;\O E-mail:dcd(dico.jefferson.wa.us GREGORY M PARKER JEANETTE M PARKER 2804 7TH ST PORT TOWNSEND WA 98368-9631 RE: PERMIT RENEWAL SITE ADDRESS: 322 SOUTHPORT LN PERMIT#: BLD14-00266 PARCEL: 901081024 DATE EXPIRES: 10/9/2015 PROJECT DESCRIPTION: NSFR W/ATTACHED GARAGE According to our records, your building permit will expire on 10/9/2015 and has not passed final inspection. Please either schedule a final inspection prior to expiration or submit a renewal payment in the amount of$234 to 621 Sheridan St., Port Townsend, WA 98368 prior to expiration. You are welcome to make a payment online at: http://www.co.jefferson.wa.us/commdevelopment/Credit%20Card.htm To schedule an inspection, please contact our inspection hotline at 360-379-4455 and have your approved permit and plans available on-site. If you have any questions about your permit, you can contact our office at 379-4450 between 9:00 a.m. and 4:30 p.m. Monday through Thursday. Thank you, Elizabeth Williams Administrative Clerk SITE ADDRESS: 322 SOUTHPORT LN PERMIT#: BLD14-00266 PARCEL: 901081024 DATE EXPIRES: 10/9/2015 PROJECT DESCRIPTION: NSFR W/ATTACHED GARAGE PAYMENT ENCLOSED: $234 \\tidemark\data\forms\F BLD_Permit_Exp_Ntc.rpt ,,„0, /Aa`? JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 9SHitiG-C° Date: Time Received: _ 9 '--1 am pm Mon. Cue. Wed. Thur. Fri. Date: ?/ aS/A016 BLD: (31.Dl`) — OOgc1d Contact Name: by- `Pcir u-r Owner: C1Y 1)4 Ili J2( Contact Number: 360 -.7 --je-t- 0 5)_S Address: 1) 9-')- L■ 0 • ''c x- } (tea,v,k 206 Notes: ID P�-1-�(7n cu---1.- ts4 i riWC`-1-u -Zi1 e- Foundation J 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 . FSO ` JEFFERSON COUNTY ` DEPARTMENT OF COMMUNITY DEVELOPMENT s'Sh r■G1` Date: C 73 Time Received: / 4 7 air rr Mon. Tue. Thur. Fri. Date: 6 -7V BLD: lc-j/ -- 2 (06 Contact Name: Owner: Contact Number: 360 NO q 50ho Address: "3 12- Sc i '( 206 Notes: C.-3 B Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling '''- '--='----- , JEFFERSON COUNTY 1" DEPARTMENT OF COMMUNITY DEVELOPMENT R95N �2 pm . Tue. dr. Thur. Fri. )ate: Time Received: / of L �C Date: �n 't-14-2114 Contact Name: oww: 31 �"l Contact Number: 360 ,112-‘,/g0 g0 ner: 206 ddress: 37.2. 5o fo-- 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 pp Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Insulation Man Homes Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling ���y-,,,,,N6-0 ci JEFFERSON COUNTY K DEPARTMENT OF COMMUNITY DEVELOPMENT ? Date: 5-g Time Received: cue; Or /pm Mop. Tue. Wed. Thur. Fri. Date: 5--/ / BLD: /14'—z(Ja Contact Name: �f{10-(--4' Owner: Contact Number: 360 51-7., 7/0 Address: S ZL Soatf,o;r 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In j_ Air Seal x 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 w,.s.-` —=', JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 9SNIwG Date: _____Time Received: /6/G 0/pm Chu Tue. Wed. Thur. Fri. Date: 'S—'`71 BLD: 1'{- 2(0(„ Contact Name: j f' Owner: Contact Number: 360 5j26180 Address: 3 v.., YeA i t?oc i 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted „1..,.1. 0 T;,,, Ceiling w� �0 w % JEFFERSON COUNTY h DEPARTMENT OF COMMUNITY DEVELOPMENT Date: t.4 - . Time Received: 3 p am Mon. Tue. Wed. Thur. Fri. Date: 61-9' BLD: /ti',2Z, Contact Name: Owner: Contact Number: 360 5-04 ea2'?/4f Address: Y .22 spit Pa• .'fr 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 `�.�'us JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT g 'fgH' G' Date: q (p Time Received: /r'/ rr pm Mon. Tu Wed. Thur. Fri. Date: Lf-7 BLD: /+ a(i& Contact Name: Owner: Contact Number: 360 Address: 3 2.2. mot, Dg.( 206 Notes: 0 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 F%‘sON `<, JEFFERSON COUNTY , DEPARTMENT OF COMMUNITY DEVELOPMENT Q..•!.fl NUS°� Date: 2/23/ /5j Time Received: 10:4,� èpm Mon. Tue Wed. T ur. Fri. 1 /// Date: 0(5- BLD: ) — &2- - Contact Name: (— 'o ILLfl'- _ Owner: V p • t') Lw Contact Number: 360 4 — 9 Address: Z 2 I s, , 1 A • ri .- ,'1, , 206 Notes: VC(avr1 0 q_ 00701,E Y e da J Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance (cmK Rough In Air Seal Above ground Gas 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 464,., JEFFERSON COUNTY � DEPARTMENT OF COMMUNITY DEVELOPMENT SHrNc,s y 3 - Date: 2 1.1 Time Received: C/30 (PtL A/pm Mon. Tue. Wed. j Fri. Date: -q BLD: )t-i''A L 6 Contact Name: Owner: Contact Number: 3602 p/// ��`'s�'` Address: -322 S't, a.-'c— i.--t, 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 I / / fic3O\ °'oc, JEFFERSON COUNTY w =; DEPARTMENT OF COMMUNITY DEVELOPMENT -z-,,,t V GI-n Date: f--•9 1 Time Received: II:oe- Or" Mon. Tue. Wed. Thur. Fri. Date: BLD: I -'j — 2( g Contact Name: Owner: Contact Number: 360 q( --t5 Address: us� `jQ , / l�[A, �)� 206 Notes: r e 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 44e�sos coo 1 JEFFERSON COUNTY K �vyHo DEPARTMENT OF COMMUNITY DEVELOPMENT Date: 1 . Time Received: -; 2. ar ---9 M� on.) Tue. Wed. Thur. Fri. Date: t -' /_ BLD: ‘k.--....... Z Contact Name: w Owner: k-e14—, Contact Number: 360 2 01 r te" 11 Address: % Z 2 i641. Lt . 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall V, /` 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 yisON coo°-, JEFFERSON COUNTY 4. 1./ ysy(NG,p2 DEPARTMENT OF COMMUNITY DEVELOPMENT Date: (--)Time Received: O. Of am0rr Mon. Tue. Wed. Thur. Date: f—�.2 BLD: r �— 2- 742- 74=, Contact Name: I Owner: LeV Contact Number: 360 7 Address: Z,22 Dig. .?C4 `t 1_,..14. 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 bN cc? JEFFERSON JEFFERSON COUNTY wti ' DEPARTMENT OF COMMUNITY DEVELOPMENT -1.'81.G'S° Date: gig Time Received: I`i4 am m Mon. Tue. Wed. Thur. ri. Date: j/Gj BLD: / 7 Zlp6 Contact Name: Owner: PAReleg Contact Number: 360 Z s 8127 Address: 31z Sorrril POCT L i 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted ■ JEFFERSON COUNTY .`; '` DEPARTMENT OF COMMUNITY DEVELOPMENT '� 4'sHINGi c )ate: Time Time Received: /0:3Z 671-->m Mon. Tue. Wed. Fri. Date: 9/z 3LD: /41 — 40Z46, Contact Name: Ss/a/unXk) 0A3ktY Dwner: 7'pl., Contact Number: 360 .i'L - 44,0 4ddress: 3Zz .rc.r( Per 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.___X_Setbacks Floor Foundation Wall Address Posted ■ / . .....___ \ \ ,. . ) ri....r , . / i a \ a (4, ", ffli . 0, . -.. C 'A 0 p>4 -1 'V FIT -0 • rD (f) rD 5 --I 0 a--1 ) __,---1 ."; ..., m 7.... c ca. = A 7 r;24. P0c00 0 I cil C::::::-) ---t i . -m o -6. . 5 5 .. cv _. D Z --0 •• 2 e•—• H —0 7 co 7- Er M M x g R =. = z co oz H uz o. . — CO GO --). i. 1.....) . . o-■ (..0 Oo . _.,. rii , • ' , 1 . , \ • — '- 6 ,--, Q-.) . . a ... 411111 . ..,„, 03 i ) \---------1""1 : ; ... . k. . . i •• , ...a. . . o \ I \ /i: 03 \ _I 1 . 1 8 . , = - . ) ,,, < ...... ...., i 4; 4 o a) 0 ; ... . , . • • . , , ..? a- 0 , .• / '-.... ,.1., a_ -, ,i / ,, .... 1— 0 / ‘ • % % %., .• .. %-' I , / / 1 EI = _ 6 ,;)\(.1„.6 .................—..... . . . ; , * c ....- •,-,‘ 6 .,..., . , - fio . ! : a) '1' ' ,, ,• 0 ; : --- cl ' TH 5 ••... . . -0 • c2 ((-.)-) , 1 0 ., • ' - .-',-. "11 'a 124- , , v> , TH % rn 0 cD, 1 . .., ,...._, . 0 „ 0 .. - CD .-- < . ,, i-1/-/ , 2 - 0 .., 0 0 . limiwojiliproi r . .,,,. 0 .• LD , ,, . ,. ■, , , •. • _ 0 ' - .,„ . - • 9:3\ 'y' -,, ........ .................. ' 70 • . . . , o . , ..• , .. I.1 , .. . . ,. ' „/ / „. .. ....... / ..,- ... v, ... ..,. „ ... -C, lig I f.... . wo 8 C-• . 1..11 1 1 /1 • c.. , ........ • 9„ . , -n , M \ , M --it ti — SE -- --_ — -- ► L r p G _- � fn_ �II�I 010.111111 I. 1: L 6 -_,■■ ■II ���11■Ci �.... 1� v 'Z'rr�■. �■�� n m— 4- 1 ■ ��'31-Ora. WI : 2► -no Ill-)- 11■��11r Pl11iu llinZalllaginel Z /��. t r ' Ir s 111�111�11:11111111.■:�: � ', �!^_III ■.���,1,11r�i1 1111■11■111116••.:■:,���_ `t, /J�uu,� _�s� ern➢ ♦ in ■ antI > 4IE!!KiUMiI ' � Jill'�� 1!IuI1' •01111-'Ir ml-.: I� i �Z,A. r • a IIII■x''1111 1W r.73 00 ■_�1■■ II■■■ 1.•al _ . ,I-�ii�11 o iilN\�$�,t.��ilr�1 n _ i�1ll� =lrii b.i 111111111A ra.::.!al.• 1,,� C 111111.._ -• ■a- fn 1 ► �ISI , ■� 1:_II'�:;C,pl ':1 `J r7 IG�'1 �.11.■\�/�/,a ► ` s/ \ Ydya •.'.i Ito fI ;i 9 O �.I�■■1■i ■=gi 11 11111ri M1∎4 7111:;1 "►1 _ ' . .: 6.�;, O �s ■■�,■111111111��11 IL o ! .➢ 1 '44"' C J� ■16191■►\■1NALI l EMIllii IMPII1. '-'1� I : o r-0 xj 11 n°' o ("4"(;' L� ..��■ ;1111 1�� rL�ii I,qi ... ' -o I, 1• 11■=!1.11—Jiii141 1"11, Illlig,Iln I ,111411 .�11 _.�,:,, ; o m , L/.uu /ii 111 • 7pp��7fS1L�1► L o 1�,■■�Imll ffillitaiill6n■•I:■■ 1 \I�/1�11101I1<0III/rli ` -lunn •n• Ilk at r1���'i12�■� :.■ z 1 ,III Ilk v 1�R��t111iI1111.'Nlls ,r., �' o Z of .anllll Ni / s nu , 1.1f1 ➢ .tli rn nr km II' ILL 1 . :unrl{yllt,; am�S D* i'. •�.t,si'IIUC'l11■1"1"-P' ■ill''rsc`6 Mil 31 z 'iii.;;N V11 '!1111111111111 '�<.171r r ,:, m' al.n.�i,.'lll., v 0 W 0 nA T{J W N ' I D D 1 1 O RI 0 7 O /Z I I�ti,m 0, --i SR 20 .I'- III ■ mN _ D Z u) ....r.„m t- D Z ti vm 11�' X MI o m O 0 M O 0 M D 1LTJM• MI W N A G7 Ai A Gm'i F'r m O Z 0 J Z 0 v Z O A A m om ° Z III _ _ en O n m D rrl Z A D A K O -I m Q m m 0 NG)'D F -1 -∎ -' O n A A > > 0 ➢0� m LO -0 ,D '- A F°' l• ,°., m x rn x a�0 iil-l�lll[rylle y111•M o Prillif m '0 o AN A m m o n o '1 °r C4 TITLE: DRAINAGE PLAN FOR PARKER SINGLE FAMILY RESIDENCE m S W m VICINTIY MAP c' ST�TFr�'S n m All D Cn % ' F F N N ' co Ci1 ` con Jt .. 1,7\J r m — ° ENOVIC &InA �' ti I 0 '~'1 CLIENT: 301 EAST 6TH ST, SUITE 1 G', CO' CO Greg & Jeonette Parker PORT ANGELS 417A 050162 tiFFR o` 2804 7th Street ASSOCIATES vnx: (a6o) an-osla Port Townsend, WA 98.368 INCORPORATED EMAIL 2ENOVICOZENOVIC.NET Z• V II II 1 I�I O . r - Q>a ,. i 2 .. mN v F l �- - \ n Lrn f fix ?8° \ \p V �k u z \ = n-- 1 A Z -1-ID a 1 �1 ?8 7 44114144444, g � Uy yN \ " A. ...:;orn:,m: Z � UU° N -0 C S ---�. .t �._ - - -C fi \ 2Be [ - . Z II ?so I CA ;ii,c0 `� I i N • / . \I m / I I " " �' .,\c 1 I ` \ I x ' -� / --1� ` 0 0 H I. -1 m I- �,� \ /I I z Z A I \ / m ;z0 r N / \ x t I DoA 1 ?)I \ 1 1 td,�I �I I � x 71 n ..A I 0 rn z C� / ,. '� yam \ r 1� ( I A.1 ' C / v / F . 1 i ,. II ...I-T.-- ' ---,‘.4"( '''' m I /� ,. o -n� o tn \ -.. \U.' 1 , ` , / . / / 1 I- �g 1 z Z 1 I I r / m i / I / v M O$ x 0-9 i O m M o0 1 1 x ti7 ,, � �. f x_29(776 OCI)R2Zmi • I . I I I Z f I I , I 11 , .. .. k 1 Zn -z n _ I s / f Zoo i< I I I - •0• m m-o� X X X X C I- z . ;; �r j x I m A m • I/ = / ' 1r/0��I G7 C) m A C) C) O Z m / / i 1 - : p x v - o r , n0 > CC v C7 C)�7 Z� f�1 m n :p � 7J ,Z7 � � � /' i c� n r .2 m r r z o 3 / V / �,fi - 'di V - ?j z O Z Z Z r / /� /� �� J 4.“.",..r , ` -- ' 1 iiii M z m n v b / ., h e:y2' r " '� 1v I A - / ' /� 5 �e: e..yu �= C m / 'fink r 1, [0 O ;JI> YY'1✓•r / / � , ' ` , ,‹,,,-.„,.:9„,,70. I y� 1 u, o al >") TITLE: DRAINAGE PLAN FOR PARKER SINGLE FAMILY RESIDENCE O = O ri m m -1 r D m T O m -- Tq cp DRAINAGE PLAN 4- 1. _rn rr O ' � Z D N � O ' � 1.Q31111 g IV N II r �, / x- 0 A Iv WO ( -1 N .y, 0 _ � N I O CLIENT: ENOVIC S. 301 EAST 6TH ST. SUITE 1 Zc „3 O= m Greg & Jeonette Porker 1`I Y ll. PORT ANGELES, WA 98362 /'v.6,4, Np' 7`C 2804 7th Street ASSOCIATES PHONE: (360) 417-0501 Port Townsend, WA 98368 FAX: 360) 417-0514 INCORPORATED EMAIL: ZENONCOZENOVIC.NET Ni a X N z -1 z n O 2 om S m 0 °A ®D° m 0) Ln - L Ni C7 pO n2 Z�oy _� OOZ ZD1r 4D A 0Z nm0 2E m8mm m0 �p wz3D �°Z Z 35' y2 AmAm vA � z-1 p-� 0 Z -0-u < n C D A O A ->0)= z �° °0 pAC tri ��� �au����ssa�i∎amen. ..��� �M*• -G A>2? -Z Z y D -N1 Z O Z �� 0z OOS G) c7m -z- r)0' O _= oOyA i - ZZ -°_ "O Z m° Zm�DO 0 ZZ p0 Z D • z II��� 1I7� Am >y W Om �P i .iE:j:Iii D z C- A7.0 P 1 Z-<m m� m oO m c) mm ?mD O o D Z� �D D n9 D z©D O .8* m DA �p A y OZ f�r1 n ,0 A Dm -I C Om r.Zm1 fA�IC 'Tl > xv>n 0(n ZVI r 1-m C z ZDO = CA �m c 2 ° O m� O 0 mon Z Cn ov 'O r O - co U) d C r m C °Or i-m m °O K co m AZ Z A z A 2 0 C D N C m (f Z D� L�zJ Nr ~ A W A m V)ZD Z to z° toz D W n v in < z Wmm V)) ° DA o0 ��m m m z 2 DAB r�a Ax m z 0A= m 0 U S~ � O{� O� lm D AAm m m D y 0 0 < O N A o Om Z >°A W tn tli Z-i > x m m A� • ��� Z �N 0 WZx''' A ifi> oOp fnny� _ I 4 f°np Z �mmm Z �° DZ X zW -III 00 WN m730 0 5 Z O 0 -111-1 I- 0 G A O D.Z D A =111=-111 N A m O 1 1 A T �I J 2° - - M C I e■rmmi CC-N) c) cn �' 'imI� a, a w n) w 7' trj A m ; m 6" MIN. A p Z �a 0m 0) vx TDD ;DD O�n AU)m DW V)D DO VO'D K2D 0 011 0) n'I d 0 O Om� �° mgr mOO�VI °�xyn OZN�p 2Dr O mn m ) A h`� 12°MIN. AA m°O °O_A� mA Zz mmDxo m��AA ac°i�morn Zr- 0 I v� .L �N oZ-z+ m>V) oMr-1 vzm�C 'CCicno° „IMO mr° > AA -- O� m�p jAZ �p��p �O°_W OOfm.1ZZ 1:1 --z Z n m 0 m v) a AD z zr� n _ _ -1 L0 o v,O EU)°Om Am-m° Dz0A fm0 0 III=1 I-111— D Z m o or .- °A -111 111—I� A AmA Az vmvmivziA wAr� A °c)y y *z m 00 -III III— > zOm �0 DWV'�O ��vSy 5��OI ASO Ni nO C 1n r M{AC0 D Dr(n m011O z - 0 I- ° nr�V) � r<m0 z>r; z g 23 A 20S Zm <Am d`r5 0 m n' Dmm t' > > •-m'r NN xOZr >()mn �mp- = AD 13 Z nr C rm m A=my "00 Co) ZOC `y-i (.,+ O oCm Zm m�=m i-m�-+ O-DO�p c fA�1 O O 0 A m <� ¢¢CoC w mj rA°n ° 1TA)N "'3 m !n S r OZA° 0<0 Z N Om D�'I0 °r Vmm)O NO ZL)mM r-mOrD OZ> L/) n c• yy) or v)O C 0 mF mini Inm Zm Z Om�A �ZOZ mmOCCI OW 2-1 n co n0 m o W m D 0 m >Np Nv rN Z? Z00S n°rA .Ni f*lZ -+-1 m CO- to ON M xn l0 MA °{C D OCm-0 ln-i Z O In r <D 0 D r 01(771-9 O °mk-4 n0 0cz Npm=m �ZO-{ x-01 mn P1 C0z W O A01T1 *O rT vm)W� mZ O0DO mv0Z ON��3 mz N 12" MIN. 2' MIN. ° mAV T.--< D ohm PwUA A�Cm K3 Q m-o mz (0'ln >00 WO)nD DD F m") !I mr NA >r52 O OU) DII I4t' Z mO -1 0-1 O� II O Ao0 r m O mD co rrlr,Z I m II A NAw �DN 0 >rn m z00 410 D ° m In { n> i Al r��ti.��.� Z P Dr0�' = I '► ���.•40 * O Z D011: 0 N O ter] O xOO III If:tf1• � °°a Inz„ q^ m> ONN O Z�1 % mXDN m IN. �� N J _ . ■ -3 A I r OZ III z3N � _ -m=I II a \.••` �. 2X -1 I I )- ..e1�L1.I A �/:•ti..+' C) -411 �� a _ nn O .- IT ."f C LA r) rxj _ ii m m_t z -I OiP. 0 0 m w n .• zO ���*. y m r Z Ns, 0 V) o ) 0 In TITLE: DRAINAGE PLAN FOR PARKER SINGLE FAMILY RESIDENCE 2 S W m m ot•n, SST -0 P �; 0 NOTES & DETAILS • N oTZ _. O y _ Z D -i w ' D N N N O W Aa - / is. I O __ fir cn �n Z- r7 n CLIENT: 301 EAST 6TH ST, SUITE 1 '\ 2c/O �� O= I� A Greg 8c Jeanette Porker ENOVIC & PORT ANGELES, WA 98362 4P4 ‘46)-• o`r 2804 7th Street ASSOCIATES PHONE: (360) 417-0501 R Port Townsend, WA 98368 FA%: (360) 417-0514 1 i INCORPORATED EMAIL: ZENOVICOZENOVIC.NET Standard Conditions for ResidennDevelopment 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 1I Fisheries Service can levy alties. Portions of Jefferson County, inc'Rt'ding marine waters, are included as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet(1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take"occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/)to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species"taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 1 w 2013-09-06_SFR_StdConditions 9/6/2013 2 • • 7131103 DEPARTMENT OF COMMUNITY DEVELOPMENT ADMINISTRATIVE WATER CONSERVATION MEASURES LIST To Promote Aquifer Recharge and Prevent Seawater Intrusion 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from storm water and roof catchments may be used for watering lawns and gardens. Unless catchments water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Ground water withdrawn from each property should not exceed a rate of three (3) gallons per minute. 4. Install water-conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 5. Landscaping should include xeriscaping and native vegetation with minimal amounts of irrigation. 6. Use drip irrigation, soaker hose systems and root irrigation. 7. Use water basin techniques to water plants, shrubs and trees. 8. Routinely water deeply and less frequently. 9. Weed control is an important part of water conservation. 10. For your landscaping select drought tolerant plants, shrubs and trees stay away from heavy water consumers. 11. Limit the amount of irrigated lawn. 12. Mulch your garden as well as isolated plants,trees and shrubs. 13. Use shade and windbreaks to assist in water conservation. 14. Use low flow water closets, showerheads and water conserving dish and clothes washers. 15. Use rainwater catchment systems that corral rainwater from manmade surfaces and into storage. 16. Install water-conserving devices such as low-volume toilets and plumbing fixtures. 17. Only 400 gallons per day or less should be pumped from all exempt wells in Seawater Intrusion Protection Zones (SIPZ). 18. Water softeners that contribute salt to groundwater through infiltration should not be used in SIPZ. 19. Hose bibs (outdoor spigots)for outdoor water use should not be used in SIPZ. [end] PLEASE NOTE:THIS LIST IS A WORK IN PROGRESSAND MAY HAVE ADDITIONS/ DELETIONS MADE AT ANY TIME. USE CURRENT LIST. J L f" � BLD14-00266 GILDING PERMIT APPLICATI el Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00266 Received Date: 7/25/2014 SITE ADDRESS: 322 SOUTHPORT LN PORT TOWNSEND, 98368 OWNER: GREGORY M PARKER PHONE: 360-385-1082 JEANETTE M PARKER 2804 7TH ST PORT TOWNSEND WA 98368-9631 SUBDIVISION: Block: Lot: PARCEL NUMBER: 901081024 Section: 8 Township: 29 N Range: 1\i CONTRACTOR: REALITY HOMES INC PHONE: (253)926-8515 1308 ALEXANDER AVE E STE B FIFE WA 98424 Contractor's License REALIH1984CN Expires 2/12/2015 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NSFR WI ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,767 VALUATION 419,295.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: 1,767 HEAT TYPE: EEE OCCUPANCY: UNHEATED: #OF STORIES: 2 OCCUPANCY: CONST TYPE: OTHER: SHORELINE: CONST TYPE: DECRKAGE' 58p SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 1PWELL BEDROOMS: BATHROOMS: C'lcov Exist: 0 Exist: 0 Prop: 2 Prop: 3 Par\Total: 2 Total: 3 M l S o Routing Date: C800/4 Type Amount Paid By: Date: Receipt: Approved/Date Permit $3,267.00 SRE 07/24/14 1512822201 State Building Code $4.50 SRE 07/24/14 1512822201 Plan Check $2,123.55 SRE 07/24/14 1512822201 Potable Water Application $67.00 SRE 07/24/14 1512822201 Total: $5,462.05 •ILDING PERMIT APPLICATIA BLD14-00266 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00266 Received Date: 7/25/2014 SITE ADDRESS: 322 SOUTHPORT LN PORT TOWNSEND, 98368 OWNER: GREGORY M PARKER PHONE: 360-385-1082 JEANETTE M PARKER 2804 7TH ST PORT TOWNSEND WA 98368-9631 SUBDIVISION: Block: Lot: PARCEL NUMBER: 901081024 Section: 8 Township: 29 N Range: 1V1 CONTRACTOR: REALITY HOMES INC PHONE: (253)926-8515 1308 ALEXANDER AVE E STE B FIFE WA98424 Contractor's License REALIH1984CN Expires 2/12/2015 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NSFR W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,767 VALUATION 419,295.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: 1,767 HEAT TYPE: EEE OCCUPANCY: UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: DECKLE 550 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 1 PW ELL BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 3 Total: 2 Total: 3 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit 53,267.00 SRE 07/24/14 151282220 State Building Code $4.50 SRE 07/24/14 151282220: Plan Check $2,123.55 SRE 07/24/14 151282220: Potable Water Application $67.00 SRE 07/24/14 151282220: Total: $5,462.05 \\tidemark\data\forms\F_BLD_App_Bld.rpt 7/25/2014 \ .1' ‘ .,..• l c=:) 17, 0 . , G-) cp -,-■ rr'l , ==3 % tn -- s cga --I n 73 r■-, cl, ci) c=> Lo D VI 7_,• r-- " 0-_, -F■ ffl 2-. rr:), 7, 0cA00i171U f op cl 73 -• ca. 5 CA 0 3 CD rn 70 m -c) 5 — f......t z) 0 (7) )--L. = CD 7c- I— z , 0 2c- " 0 CD = -...., GO > NJ ?‹ S Q. O. Oftt, •---11 • . • . ., Cr t1D 1\1067 -1•ri \ ----"---------\ • CX) GO ca. cu 1 W ... ca a) Lc. cr) = -9 Go (..k) I , ■... . • . .. it . - • , )---,, liD ..A CPI CO , W - • ■ .... ..a. • „,•..)-,- i 1 3 i -g k A 33A • '<.-,I', . ....„ Gk. ' • ,.. . : a) ------..,,,4, \ • : 3.: cc, \ 'al - ---..., - -..---, i '. % 1 ; , o : a) , -c . -‘3 .,/- i , . , . , . , : . , . , .- - . 1. ../ .. i \ i , . -4 *-..... 1 ci (} / / / .' ,... • r c) , %., CD c•D ............. _ .,.. • ; --------, % CD Co .)c___ .,•ii,,,: .,..,...- .,...,,,.,- ......--- . Q. •-.., it C = • cn , .../. ,,- ar ...n.,.,... .• O. - ..,.. 0 iv R CD ''..... .-,..... .., „...... ,. : C E x. r '...•.• . . .. , ... 3 2 g. ..''. .. . ,,...... ,.: . . Cl, a) ...?... / .... 5. 1. g 4: ..,..401/ / ..,,,, . -...... . . ., . . . . ,. , ,. \ , eL .. \/ . , ., • --1 F., ., .... , ... . . . .. - -NA, i' , ,. . . . .' . . ' = — : • 0 , . = . -0 : ' . • 73 o a) CD • 1:3 ) -\' r----4., rri AJ 73 :....c . ,...- < , c) c) -, • Z ,., . rn 1,..o 20 , ' 0 ill 4:164.)/g1 ,... ,....---- • ... VI pe . ' 9...) 0 • • . ,• , In ,.., ,.. /• •. ...„, ., ...,.....--- •,, ... .• , „.,.. .........,.... . . ..,.........-....... •....., /•• OD • „„, ... ...- ,./ / (----. ,..- ., ,, / „., ../ 97) 'Ili l . cil 41 _____, „-• ,,' cn a --....... ,..__.) 0 i 9--) .„ .... — .0) !al 1 Till . ,... , .... M M M -"•-•-•"------......,____, _ \ _ \\ g • \ „ \ \ NN\ . ..s••., ki) • (1:1 ....C-^ i \is-1 11 I 94 _ k ' t -et 1 " (N, 1 .., , ..L. '- .. •L. I . I i /1•-- . • ■ . --, - / __-.....-7 • • (7-13-i-e_V■-...--\ 411 , . ......, .. ,"..<r'"`2,,. ,".!..•.".-:,.,._'2,...) -- -,: ,,..,\N..-..7,,-.1•'..,,.s...",....,.■._,,.........,!'1.-, 4L,,r c.. ,1. ,.. ,r. in ' - . „ /( T r - ..* ,1 I° ) (7, -5.:.- ': •'',. N.1 ---;'■-'\..,.-"t 4'"Yj .., -..-,---.--'4I,'..-.----------'-.--.0.--..--'7_N.1,...4 i N.''''t,1 t:'''I ' P I i,i' i / . 1 . / / .74er----:-/-*--, , 40 . /1 -,-/ ,,o'',_ -z,411 / -• / __ 00 z.,..; _ , : • ,:, _„,,,...., ,.... r7„ , _ ...„....:,,, ,,, r,„7„........... „ ,, „ _..7 ..- '2.'"-• , -• .--''--,_.' ...T. P ., L.) ---' 1 25.:( aq/ ::. ■.:;; - / .• '"• . (''' R- •--.1 ''.. ••.-,./ 1 \\ A / . ) ',..% i ) ....., ,,... c•-) i ;......1 -,v., •••pt s.r..),,!: k-4 " ..- -, o -• -t. ,,Ly r.,!: ...., ...-- r, 7,,,\ ,(!. _,... 2 . c - , . i .:) '''''''-• '?..% .i'.., i 6.) . . I n . Qt, > .. „... • —Ni. (1'. .. /, , r •• 1 , 00 1 0 1 . '------ . ------:-.- .. ... ... I , , ii 4 I 1., : il ., i� � � I • -4 . m;a; ,., ..:': .,, ..,. ifir:3_, . . I v,,,t,:IS;,:,':,0 Ir'''''''' 4.7 ,:ty NNI , Ni\-....::::..:„..... /1/c:::.. . .s.t.-..,,,,.. ,. ot No.....Itly. ; ', -1 ,0000. P.. . ..:„,:. k , 1 C4 .! ' -* >_. / ra 3 � r‘,1,, c) $ ! C) 4 0 I to, .g 1 „. , 4:2,(. . .,,._.7, 1 4 . .c-, , , 1 { e.t) * { . 0 • s I � ® x -o � Ig - m Z v i; - I o I C CP co .? .....-. ' '. ; ' '� I MT : a 6 u e>j N6Z :dusuMoi I - - ' -- k t7/TAN : uo!TJaS alb — OF _. Eta. : . I 8 :u o( a S --.... swat I T896-89886 CINDSNMO112iOd --t _ _.. _ , , _ .. , .` ___ _ . ..w N-f 12iOdH1(1OS ZZ8 PUG ET POWER EASAIENT APPROX. LOC. :sSWPptl a4!S 254.00. N 0. TE96 -89886 VM CJNSNMOI 1bOd }, SO -hLL IS HIL tOSZ I-3).1dVd N I I RNV 1 --- - ---- —_ _ 2t9>12:1dd W Ali :ssaippv 6ugeW aawv0 1:Z0I80I06 aagWrN Paled /0'-//" -J Zr-7" 7-v — - r • 5050cS_ — _ - - 1. ���S _ - I - -- w 7 ti s w I N s 1 N x \1' CAci w ti -�° r w Ei a N r- -5- .,.. ) �. L I r i - 1\--t'‘ #It � s ° - - _ - � , a i t , ' k) \ t I I I o ►" °` --- - N I I cu 3 ti f I ti l t --, o 'al I I 1 ■ L. I ( I I O w k 1 I �1 -1 I w c3-OIy I \ 1 I ti � _ J I w I I ti _ � _ I ti N v Cr3 t;Cu ' t �� I I § Iv 1.3 I f s — — A I I '.I a I 1 . ® I r - 3066 E1 I-- 14 s _t w w b v til ;air Q b ►v I ti Z r I m 1 � r . °' - I 1 1 I I 2' i i ti � I i ■ I- 70'11" 8%7' -- - — 1Z=5" _�`"V 53'11" - f -- 411 1 xt : s{ SIP �z � s III !UHi o s ¢ '- ;; g F � ' It la 41 f a It =e 'A g y"a A ya hex gl® qt 33Ri g e . g i $ x d g $I ���e. :4 $� a � � sg�! °R S i Veal °' t2;;1, �.1� 8 y E i§ Q i P!o° -.R l e Aril it a 3 5.1 xI i84 aiJ r six 1Er; 4® aa1011 g l R V! 14'1 t 1 o ; 4 a0a !' pp 7g; 9 RXr 7 g 2c' t d d i 6 `"' 3 s lit i0'1 9 d ggd ggpQ i! ,g. s 3114 yr 3g Re u O y. e' i i 3 it E}}Aee ig a .@yyy$.F"�6Fa' 3 �t4Ca:Y 'i$ $ ill s 8 i 53 $ a3 4_ 4 Mil Zi 1 eN 4 x5'� 8 i4l S i Jr I _ r ID ir - 'OF! .. $Ca Oil3 l.r. w Ear `, : ` .�Q € 8 6' k yr rc -. • - renew•-_ .. -•I^rr+r-r tv: r . __ --__ te ..r q VS4 �♦ 4S 7-I iffl Y 4 y o L a g yE- h 0 T b Z Po 4 C N r u o •P o #c oho - a E 9 • v YP I ' 4 k 7W h W a 4..... ..... �1 "".""" ..�. Greg Jeanette Parker ' � Reality �l a.....W .� M.barer r.r p Hwve IM nem ..W.".w"...."'r+ipwirr'"..°r.,"'...e.e. n+w.r."..w 9?15ou7hpo/t dsn6 1..=...,,A.;ew..^.'° $ O ' r.4.r ....�...w TM..... Fad Taiersend.WS 48368 " n• u.4 •w.wp.a... .paw+p r.... Aw..rr. /� aWYOY F..4dAY.r�'ww1.Yy .7.."'' g m1.YS...M[.w.�..r.M a. wfl1 iYV .n..rww.�s.�.Jwp1.�P...vu.YtlWNIn^' MT r ru....rar...i....rk ..rr... N• sp�....wab n.'amy..0 save ••+i....ww.+. PXL6r!!-Pieter Number '.,, ",.�— '. e This get ore Rana Is licensed for one time use and must be built only by Reality Homes Inc. t III • r 11 11114 84 1}2 St iii 13 t if4 n1 n a S II- 4� O iii 1P s it s °a 'pp■ til ! s EA = l 5} 1+�P' ]$ . i a SSE{ Q=_ >i ] �l a# d i, f 4[ 1 It Ig Q p S %tII 3! . 4 143 j 14 °R U I;t = 14; d z i e �i x''i ¢ s i 3 c ' 0 11 i s d' ts �s a g "y ^ S F $a a s �a� $i Q: B$3( g }$ IIt i t! # o 1 ii ,gi 31' aq o'i S ;"$ l A If i to ;d S 2 g. ai r i itl "a4 X d bid '4 s S 1 a 3 i sia gag iE;S, fait 58 n a4 4 aktit i £5a 1 S T 3 a •I - i ‘‘ \ ®ag o i i}YEa T s S 11 e"%, NT m J ` - NJ o C-1 ra"'r �= M m '" °T i near—._�ror.w .r._.._—_ r:r C ,01 1 .1 i Z 2 i\J I'1111 .-r :,k,IJ° z N 2 a -..�d �l 9 - y o -s i R G t I § i t' s Y { . s __._.. ly.rr— -_ mW. YM .wn... nr..FN.._Y.w. _. ww...n . n.w.w.M.aWN�..l�rM M M .FlYwiwwnYW/NVw --8 Jenette Porker Reality‘43 : __ TM fume in<. O .Vw,..wnivw wrnwinvw+V+.sma ^tiv, *4 wn..M.+n. y, -ti M1O 1w5.n I.w.YwM.wnraF}....nyuy w.pa •1 T1 r+wruvwl/`..au.....I W V.a., w ti 3y msand kV& 48 r_w `fa now .•••• e.r�.aw.w:,.. '0r..s Part 7LIt�nSaM,YYt 48 69 ...� n ewer r...e.4.NUn�+......IWy[,r �r...... ry.:.:�"..�.., . .w `V ..YV ..s.un� .wvwr..Iw 1.YV[YV...u.n °:+'"`M'...0.181.1.4'. :. a..«`. .`:,w�.w,�.«. PerulK-Parcel Number ....:+`... M�mn:,.e..– e r. is This Set of Plans/s licensed for one time use and must be built onkfby RealityH.':m�� ° •-- R Homes Inc.c • • 4 lit11111 2 a3 3L a: # BE 2 2 ! °g, 1S'�;L lL !�f! 11 4. f C iqt !. $ 1 l$ '�l IIiisIli $ 1/1i! f fill l R ;ft iiiiii i 11 ii ':l ri 1 !.ii } 12/ i izf g it" aAiox .. 1 '°a 61R° i 3! i i9g - i ill o: s i alas Al it q, a 1 � 4 ° a a B F3 "3 !g} & a 75 i8 .$a la a o ga at Nil 4.q / 'g 3 34 'd I o ir. • o - 4, rya it S 3R.[ 1 3 `}S I a6 f Y R» ^ P 2,1§1Ri yl i„11 1,11, ws :, X q S) R g o eI g ill! SR I li 11. Ti ,N e i i igf I it ,11, J. al aiai% i a a a8 . 1tq H a 7$Z i Iii 1k � f ( A4a i i Sz d¢ d ; c ;tZ I 40 T., Via° if a e' XE F !d J OW Il:r -_N• -1.•• i. T 11, it i :.7; -II d 39 • e 4 a y y S .' �— r s 3 §f_ _ S — c _ ♦ , . a fplk Ili oei li€, a f iii 1 t , jjyj rc §p ; reIil' § I I r i i 99 Y i.- V M•ww• Me N•M .I.. .••. 3 ` - . r `"`ter- _. Greg 8 Jeanette Parker :=F-='-:: li 3 ,V r. .v �M _ .:.w. ... -.. _ e+..t. Ham Inc.ait Q n ...... .. r r w..•w...w-.�......d ��.ri.'..r. ,,: .iw..,....==...a..7r ....... 322 oudfportLre :•"' '•w rr...lr°.w••....•..•. r N�"...`I.. Port'rcu.�we�d,GYa 48369 norly 11/.yw.,S. w•wvr++...P.•..sIW/ar••.wlY••[.. . ••••∎ .s.: �+.rw+rw. 0 wwrr..+••..ww•••••.w .•..••. •.. r ar n n.av •....+w+.....�..._wsr— ��•a•w..••• »•r.•• PLJLCIiY-PlVGCl Number . '''+. ° This Set of Piens Is Ncensed for one time use avid must built onlyt+yReality Homes Inc. 585704 At COV Jefferson County PM Audiiitorr'sJOfficeE-A Donna Eldridge, Auditor 11111 RCM 110:141. EMT I+rtY4ri II III When recorded return to: Jefferson County Public Health 617 Sheridan Street Port Townsend,WA 98368 DECLARATION OF COVENANT Bed Room Restriction Grantor(s): Gregory and Jeanette Parker Grantee(s): Jefferson County NOTICE IS HEREBY GIVEN TO Gregory and Jeanette Parker his & her heirs and assigns, and the general public. This restrictive covenant shall bind and restrict the land, the Owner(s), their heirs, grantees, successors and assigns and shall "run"with the land into perpetuity. DESCRIPTION OF REAL PROPERTY AFFECTED: S8 T29 R1W TAX 29 TGW 1/18TH INT IN TAX 25&TLTX N W/E ASSESSOR'S TAX PARCEL NUMBER: 901081024 Address of Property 322 Southport Lane In consideration of approval by Jefferson County of Building Permits, case numbers BLD14- 266/SEP95-101 for the property described above, property owners hereby covenant and agree as follows: 1. I/We recognize that the septic system serving this residence is sized to accommodate 240gpd occasional maximum peak use. I/We further recognize that it is the purpose of this covenant to limit the number of bedrooms on this property to one single family residence with a maximum of 2 bedrooms. 2. I/We recognize that construction or use of additional rooms as bedrooms beyond said limit may overload the septic system and cause premature failure of the on-site sewage system. 3. I/We hereby agree not to construct,maintain,or suffer to be constructed or maintained upon said land more than one residence having more than 2 bedrooms. 4. This Declaration of Covenant has been willingly and knowingly signed by the undersigned. 5. This Declaration of Covenant shall not be released or extinguished without the express written approval of Jefferson County Public Health or its successor. Recording. Upon its execution, this Declaration shall be recorded with the Jefferson County Auditor. All contracts and deeds or other instruments of conveyance relating to the property or any part thereof shall contain reference to this covenant. Warranty of Authority. The owner(s) signing below warrant that they are the sole Owners in fee of the real property described above and are authorized to make this Declaration and so bind the property. GRANTOR(S) 7 cf.A./a4 (-I)(n)ANA Acknowledgment SUBSCRIBE AND SWORN to before me thisr day of L/u � i�� U 7�� ,20 7)09Ltio y Not ry public and for the 1�, '.• kiL, State of 4 •• AR residing in • • �ti F' 8'', . i nt My commission expires: .5 a--3. 17 1 Iy� OFW1 • 585705 P( JEHN1 PARKER Jefferson County WA Auditor's Office - Donna Eldridge, Auditor 1111 NPJFIlillir 141iIA iditJ'iinfl!1R WIIffiki11III AFTER RECORDING M TO: `n Name: C"F�'I' C`NY'1 CO l Ll.tn ` ��•t Address: (Q 1 C f' 6Qlt� JJ City/State n CJl.frTh -QA-A (.l 01 QS/80r DECLARATION OF RESTRICTIVE COVENANT CONCERNING DRINKING WATER SUPPLIES Grantor(s): Jefferson County Public Health Grantee(s): NOTICE IS HEREBY GIVEN TO GREGORY M and JEANE'11'h M PARKER , his/her heirs and assigns, and the general public. DESCRIPTION OF REAL PROPERTY AFFECTED: Section 8 ,Township 29 N,Range 1W WM ASSESSOR'S TAX PARCEL NUMBER(S): 901081024 Ni tricl?IS HEREBY GIVEN'1'1IA'I'the potable water supply source for the above described property does not meet criteria of RCW 19.27.097,requiring that the applicant for a building permit shall provide proof of an adequate supply of potable water for the intended purposes of the building. Specifically,the system fails to meet the criteria for the following: 1 X I Adequate Supply(400 gallons per day) I I Potability - The water supply is a surface water source or results submitted by the applicant show that water sample tested exceeded MCI.for 1ppr val of the building permit has been predicated on the following: I I The applicant acknowledges that continuous treatment is required to comply with potability parameters listed in WAC 246-290,Drinking Water Regulations. The applicant acknowledges that the water supply source is an alternative system, specifically a . The system has been designed to provide gallons per day and to serve . The design incorporates a specific water conservation plan. A copy of the plan has been filed with the building permit, Jefferson County Community Development. Actual adequacy of the water supply is dependent upon the implementation of the plan by the applicant. THIS NOTICE may not he lifted or removed without the consent and written approval of Jefferson County Public Health. DA'Z'ED this day of A1. X , oZ,O 144 Signature of Applicant: . .a •. .... . le_ . ••�. �/L L - , III. .. '4 L- Acknowledgment: SUBSCif ED AND SWORN to before me his day of �t.�. I ������ ,�[J I _it11-T . l�lr `mil! . . A . ' _.) i ••VpM •• /sll Notary rublic in an r the State o Washington, i ..s :;•• lA residing i V l.0 �v d Washington. j J ±•Sa *R}' ; �� L(� pit : Fy9‘.'t • i My commission expires: lb • a-3./7 II •• J- 2s-•• . 1 r TI Its S ih7(e` i Y STAMP Signatures are to be notarized,and completed form filed for record with the Jefferson County Auditor • • Prescriptive Energy Code Compliance for MI Climate Zones in Washington Project Information Contact Information Parker Carey 'r0.-\ r J7`j'Osas 322 Southport Lane 2 q S 7tn S4. Pow' "rovwnSerg LA3 C1/4- This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed.In addition,based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representati v �Ct Date 7-a q-,Lf MI Climate Zones R-Values U-Factors Fenestration U-Factor° n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC°8 n/a n/a Ceiling 49' 0.026 Wood Frame Wall"' 21 int 0.056 Mass Wall R-Value 21!21" 0.056 Floor 309 0.029 Below Grade Walr 10/15/21 int+TB 0.042 Slab°R-Value&Depth 10,2 ft n/a -Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit In one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following,r h imum number of credits: ❑i.Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. El 2.Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3,including addilions over 750 square feet. L13.Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope 1a 0.5 1b Efficient Building Envelope 1b 1.0 CJ 1c Efficient Building Envelope 1c 2.0 fl 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 CI 3c High Efficiency HVAC 3c 2.0 0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 ❑ 5b Efficient Water Heating 1.5 D 1.5 6 Renewable Electric Energy 0.5 '*1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions http://www.enerRy.wsu.edu/Documents/2012%20Res%20EnerRy.pdf • • Table R402.1.1 Footnotes For SI: 1 foot.=304.8 mm,ci.=continuous insulation,int.=intermediate framing. a R-values are minimums.U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB"means R-10 continuous insulation on the exterior of the wall,or R-15 on the continuous insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall."10/15/21.+TB"shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13"means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall."TB"means thermal break between floor slab and basement wall. a R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. Reserved. "First value is cavity insulation,second is continuous insulation or insulated siding,so"13.+5" means R-13 cavity insulation plus R-S continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior,continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. 1 For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int.(intermediate framing)denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 'Log and solid timber wails with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or as specified in Section R402.1.3. 0 Simple Heating System Size:Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington Stale Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate healing loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Proled information Contact Information Parker 322 Southport Lane _ Heating System Type: 0 M Crher teen`s ®Heat Pump To see detailed instructions for each section,place your cursor on the Lord'Instructions'. Design Temperature Instructions Design Temperature Difference(ST) 45 � Fort TQnnsend , AT=indoor(70 degrees)-Outdoor Dat4n Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq It) I 3534 I Average Ceiling Height Conditioned Volume lnsbuclions Average Ceiling Height((I) 9.0 31606 Glazing and Doors U-Factor X Area = UA Instructions 0.30 I 326 I 97.80 Skylights U-Factor X Area = UA Instructions 0.50 I J -- )nsuiatton Attic U-Factor X Area = UA Instructions ( i R,44 �J 0.026 1,177 30.60 Single Ratter or Joist Vaulted Collings U-Factor X Area UA Instructions 0.027 1590_1 15.93 LR-38 Vented I,) Above Grade Walls(sea Figure 7) U-Factor X Area UA Instructions I ) 0.056 1,949 109.14 R-21 interned:ate Floors U-Factor X Area UA Instnicfons I 1R-30 -— --- — - Ir i } 0.029 1,767 51.24 Below Grade Walls(see Fining n U-Factor X Area UA Instructions 1 ,e1 l 0.064 I 818 52.35 R-10 Cgnr MI W 5 FxtcrIor J Slab Below Grade/see Fipue n F-Factor X Le ( h UA Instructions R-5 ThermIasays atelabe-s v 0.570 181 103.17 Slab on Grade(see Figure n F-Factor X Length HA Instructions 1 —j' - -- --- I 0 I ib Saban GraN 1n US project. •' I� .__. Location of Ducts Instructions Duct Leakage Coefficient L _I eandxoned Space - 1.00 Sum of UA 460.24 Envelope Heat Load 20,711 Btu I Hour Figure 1. sun of VAX AT �-----.. Air Leakage Heat Load 15,458 Btu/Hour __ice" --- Volume 0..6 x AT 015 Ana.,Gale Building Design Heat Load 36,169 Btu!Hour ��undo. I Air Leakage 4 Eorefope Hest Loss Building and Duct Heat Load 36,169 Btu/Hour — Ducts in oncond tiorred space.See,d ?Be erg Hest Loss X 1.00 Duds In coedtioncd space.Sumo!Uo'dng Host Loss X 1 Maximum Heat Equipment Output 45,211 Btu/Hour Brectrig end Duce Heal Loss X 1.40 for Forced Air Furnace Bu!drg and Duct NM Loss X 1.25 for Heat Pump (07/01/13) • • Window,Skylight and Door Schedule Project Information Contact Information Parker 322 Southport Lane Width Height Ref. U-factor Qt. Feet In" Feet 'n" Area UA Exempt Swinging Door(24 sq. ft. max.) J 0.0 0.00 Exempt Glazed Fenestration(15 sq. ft. max.) 0.0 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet In" Area UA All Jeld Wen vinyl windows 0.0 0.00 Low-E Argon 366 mfg 0.0 0.00 5050LS 0.29 6 5 ° 5 ° 150.0 43.50 1350SH 0.29 2 1 3 5 ° 12.5 3.63 4036LS 0.29 1 4 ° 3 6 14.0 4.06, 6050LS 0.29 1 6 ° 5 ° 30.0 8.70 60610 R EX 0.28 1 6 ° 6 70 41.0 11.48 9050TS 0.29 1 9 ° 5 ° 45.0 13.05 5068 EX 0.28 1 5 ° 6 8 33.3 9.33 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00. 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00. • • 0.0 0,00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 _ 0.00 0.0 0.00 0.0 0.00 Sum of Vertical Fenestration Area and UA 325.8 93.75 Vertical Fenestration Area Weighted U=UA/Area 0.29 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet inch Feet Inch Area 11A 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA I 0.0 0.00 Overhead Glazing Area Weighted U=UA/Area 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 325.81 93.751 S WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS TABLE 406.2 ENERGY CREDITS(DEBITS) OPTION DESCRIPTION CREDITIS) Ia EFFICIENT BUILDING ENVELOPE la: 0.5 Prescriptive compliance is based on'fable R402.1.1 with the following modifications: Fenestration U l°0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 5%. I b EFFICIENT BUILDING ENVELOPE lb: 1.0 Prescriptive compliance is based on'fable R402.I.I with the following modifications: Fenestration U°0.25 Wall R-2 I plus R-4 Floor R-38 Basement wall R-2I int plus K-5 ci Slab on grade R-l0 perimeter and under entire slab Below grade slab R-10 perimeter and tinder entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. Ic EFFICIENT BUILDING ENVELOPE lc: 2.0 Prescriptive compliance is based on'fable R402.1.1 with the following modifications: Fenestration U°0.22 Ceiling and single-rater or joist-vaulted R-49 advanced 1Vood frame wall R-21 int plus K-12 ci Floor R-38 Basement wall R-21 inn plus R-12 ci Slab on grade R-I0 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 30%. — 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.5 Compliance based on R402.4.1.2: Reduce the tested air leakage to 4.0 air changes per hour maximums and All w1role house ventilation requirements as determined by Section M 1507.3 oldie I,ternatiarad Residential Cade shall be met with a high efficiency fan(maximum 0.35 wails/efm),not interlocked with the furnace fan ventilation systems using a furnace including an ECM motor are allowed,provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit the buildin g permit drawings shall specify cify the option 1 specify being selected and shall specify the option being selected and shall the nraimtun tested building air leakage and shall show the heat recovery ventilation system. i • • 2b AIR LEAKAGE CONTROL.AND EFFICIENT VENTILATION 2k 1.0 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum and All whole house ventilation requirements as determiner'by Section M1507.3 of the intentional Residential Cale shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 2c AIR LEAKAGE CONTROL.AND EFFICIENT VENTILATION 2c: 1.5 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum and All whole house ventilation requirements as determined by Section M 1507.3 of the hdterrurtioxol Residential Cale shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.85. To qualify to claim this credit.the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 3a HIGH EFFICIENCY IIVAC EQUIPMENT 3a: 0.5 Gas,prop:me or oil-fired furnace with minimum AEU!:of 95% To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3b HIGH EFFICIENCY HVAC EQUIPMENT 3b: 10 Air-source heat pump with minimum HSPF of 8.5 To quality to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. Sc HIGH EFFICIENCY HVAC EQUIPMENT 3c: 2.0 Closed-loop ground source heat pomp;with a minimum COP of 3.3 or Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 3.6 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3d HIGH EFFICIENCY HVAC EQUIPMENT 3d: 1.0 DUCTLESS SPLIT SYSTEM HEAT PUMPS,ZONAL CONTROL: In homes where the primary space heating system is zonal electric beating,a ductless heat pump system shall be installed and provide heating to at least one zone of-the housing unit. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum • equipment efficiency. 4 HIGII EFFICIENCY IIVAC DISTRIBUTION SYSTEM:' 1.0 All heating and cooling system components installed inside the conditioned space.All • combustion equipment shall be direct vent or sealed combustion. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat is not permitted under this option. Direct combustion heating equipment with AFUE less than 80%is not permitted under this option. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. 5a EFFICIENT WATER HEM lNG 5a: 0.5 Water heating system shall include one of the following: Gas,propane or oil water heater with n minimum EF of 0.62 or Electric water healer with a minimum EF of 0.93. and for both cases All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less.AU other lavatory faucets shall be rated at 1.0 GPM or less." To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and shall specify the maximum flow rates for all showedeads. /S kitchen sink faucets,and other lavatory faucets. EFFICIENT WATER IlEATING 5b: Water heating system shall include one of the following: Gas,propane or oil winter heater with a minimum EF of 0.82 or Solar water heating supplementing a minimum standard water heater.Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Perfommnce of O0-300 Certified Solar Water Heating Systems Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards ofNEEA's Northern Climate Specifications for Heat Pump Water Heaters r Water heater heated by ground source heat pump meeting the requirements of Option 3r. To qualify to claim this credit,the building permit dmwines shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and,for solar water heating systems,the calculation of the minimum energy savings. _. ._ 6 RENEWAI3I.L•ELECTRIC ENERGY: 0.5 For each 1200 kWh of electrical generation provided annually by on-site wiml or solar equipment a 0.5 credit shall be allowed,up to 3 credits.Generation shall be calculated as follows: For solar electric systems,the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs. Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors: • The wind turbine power curve;average annual wind speed at the she;frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access,and include a calculation of the minimum annual energy power production. a. Interior Dud Placement.Ducts included as Option 4 of Table R406.2 shall be placed wholly within the heated envelope of the housing unit.The placement shall be inspected and certified to receive the credits associated with this option. Exception: Duets complying with this section may have up to 5%of the total linear feet of ducts located in the exterior cavities or buffer spaces of the dwelling.If this exception is used the ducts will be tested to the following standards: Past-construction test: Leakage to outdoors shall be less than or equal to 1 CFM per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise scaled during the test. h. Plumbing Fixtures Flow Ratings.Low flow plumbing fixtures(water closets and urinals)and littings(faucets and showerheads)shall comply with the following requirements: I. Residential bathroom lavatory sink faucets: Maximum flow rate-3.8 Umie(1.0 gattmin)when tested in accordance with ASME A112.18.1/CSA N125.t. 2. Residential kitchen faucets: Maximum flow rate-6.6 Unhn(1.75 gal/ • )when tested in accordance with ASME Al 12.18.1/C SA 13125.1. 3. Residential showerheuds: Maximum flow rate-6.6 Umin(1.75 galhnin)when tested in accordance with ASME A112.I8.IICSA 13125.1. • /ao� cy II )nxr -Tr, 0-S t.Yvv2-4 4- co tk in r s %r1 K ra.r1G tt � II �.1 ©C.4 I -el- -�v r --t,,,�- r-t nn rt ro a , nn -1-TA.,'r \ r-Q r P(Ct r - 9-01tivi;&& PAJew * •;SON ww co JE•RSON COUNTY S K DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment 9SN7Ne�o Tel:360.379.44501 Fax:360.379.4451 I Email:dcdl co.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Project Description(include separate sheets as necessary): e9 tA-S Tax Parcel Number: 9010$f I0v7i/ Property Size: . .-.mere$ (acres/square feet) Site Address and/or Directions to Property: �a oc ar '—rm. � r —row Se✓1 Property Owner(s)of Record: r gyp-J&t.n - r, _ Telephone: _3 too `3S(S--/01(a.- Fax: emai jparkerl� fJ� o t5.oej Mailing Address: c2 O-I S 7/1 S� Jgr-4-17:2‘,01 �� J Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies ❑ Lot or Road Segregation XBuilding ❑ Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) )Single Family ❑ Garage Attached/Detached ❑ Conditional Use[C(a), C(d),or C]** ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach ❑Short Plat** ❑ Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑ Long Plat** ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment * May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate 6 N to act as my agent in matters relating to this a pplication for permit(s). OWNER SIGNATURE K-Jt-r Date: 74,7z/78 By signing this applicatio form,the owner/agent attests that the information provided herein,and in any attachments, Is true and correct to the best of his, her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the lication that he ors ants prior notice. Signature. Date: '7-r3q-14 The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-tran rable responsibility for rin to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: Date: 7- a1-4 - 14 07/24/2013 • • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be ass 'ng the respo ' ityy f the General Contractor for the proposed project. Signature: �6L Date: 7//7//C/ GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: Reat-Vt\- 1Ah S (5laa-aa.(e£, X53) `/-23•-2070 MAILING ADDRESS: /,3OR' r4 10XarIcbr Ave E EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: fl PHONE (�I RS 7. 7�FAX:( ) Ho /y�'�e F rr,/e�ertn9 1 MAILING ADDRESS: .2 -3 c,h lye Mu U c%.�,CA A1Lt" Lo R 4,035 Project Type: ``CC ��Frrame T pe: Bathrooms: J ov Shoreline: Type of Sewage Disposal: (Newt Wood Existing: Sewer Addition Steel Proposed: 3 Bank Community System Alteration/Remodel Concrete Total: 3 Height: Individual S ste Repair Masonry SEP ermit# -101 Demolition Other: Bedrooms: Water Supply: Existing: Setback: ( rivate weld Two Party Type of Heat: Proposed: Public E1 ec4r'C. .C,r, ct.na- Total: Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit, mark all items below that apply: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO I evotS telleP I knaT retaWtoH I Is this appliance being Installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated EH Bld App Review: 114150- igH 4 7C1 t 2"0 Floor Heated Consistency Review: a° (J _ 00 Other Heated Base fee: d Mezzanine Additional Section: ��I ICI - (3d Heated Basement 1T4� 5 14 4r�^°Plan Check fee: ^ ia� cS- Unheated Basement d r dl State Surcharge fee: pl•� Other Unheated Pot Water Review fee: 'V� O° Garage/Carport SUBTOTAL �J Decks -"I 911/Rd Approach fee: Other t t -��i� TOTAL: $ SvT 7 t Q C r3 Receipt Number: J 51 2$a 7 Y A ash/Check Number: O(^9a� ESTIMATED COST(REQUIRED) Date: q/)-4/ 114 •Fair market value of all labor and materials foundation to finish f ;COO-o f Initials: SC 07/24/2013 Parcel Details Page 1 of 2 • 0 � , - Jefferson Cu d x Home County Info Departments Search Parcel Number: 901081024 SEARCH Parcel Number: 901081024 Printer Friendly Owner Mailing Address: GREGORY M PARKER JEANETTE M PARKER 2804 7TH ST PORT TOWNSEND WA98368-9631 Site Address: 322 SOUTHPORT LN PORT TOWNSEND 98368 Section: 8 School District: Port Townsend (50) Qtr Section: NE1/4 Fire Dist: Chimacum (1) Township: 29N Tax Status: Taxable Range: 1W Tax Code: 0111 Planning area: Discovery Bay (5) Sub Division: Assessor's Land Use Code: 9100 - Vacant Land Property Description: S8 T29 R1W TAX 29 TGW 1/18TH INT IN TAX 25 & TLTX N W/E Tax,A/V, Sales, Photos, and Permit Data Bldg Data Map Parcel slats &Surve s Se•ti Monitorin. Info " "V J; ' C• i t HOME I COUNTY INFO I DEPARTMENTS I SEARCH se Best viewed with Microsoft Internet Explorer 6.0 or later Windows - Mac G161096 Su--zaArk t r cu'li n ' http://www.co.jefferson.wa.us/assessors/parceUparceldetail.asp?Parcel_NO=901081024 7/24/2014 , lit . I • ,i°---'5°14 ,c��� Ox ua6. JEFFERSON COUNTY W ', DEPARTMENT OF COMMUNITY DEVELOPMENT 4 ,., 621 Sheridan Street• Port Townsend • Washington 98368 O 360/379-4450 • 360/379-4451 Fax �`S-QINCsR http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet ��/J� MLA# PROJECT/APPLICANT NAME: l`e q /J €Ci:n e 1 Q r .(' 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. C/ PARCEL SIZE(I.E.,SITEI Size of parcel 3+ 7 b acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet a Si,7 7 Le. ' 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%acres or more of Construction site for structures 025 7(y sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. r , 4 sglft Circle: Yes No Well,utilities,etc. i (1st:. e6 sq/ft Does the project convert 2'/acres or more of o?� native vegetation to pasture? Driveway,parking, roads,etc. S 0 sq/ft Circle: Yes GI Lawn, landscaping,etc. i l 0 0 sq/ft Other compacted surface,etc. ,/ sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance (e q 3 T sq/ft Cut Fill (cu/yd) / [over) stormwater talc worksheet—REV.11/1/2013 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 f Structures(all roof area) r 3 7j sq/ft Structures(all roof area) 1 1 tQ b sq/ft Sidewalks if sq/ft Sidewalks sq/ft Patios fr sq/ft Patios Lo2CIO sq/ft Solid Decks =� SQ sq/ft Solid Decks 0 sq/ft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc ac's C sq/ft Driveway, parking,roads,etc 3 Le 0 sq/ft Other l sq/ft Other c%.19 0 sq/ft A Total New t i�,D sq/ft Total Existing c.71 '% sq/ft TOTAL NEW+TOTAL EXISTING* 7 374 sq/ft 'This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v.RED Divide the total existing impervious surface above by the size o ,�y e: q`-!Q % Does the site have 35%or more of existing impervious surface? . 06 9 J O FURTHER INSTRUCTIONS: If the answer is yes, the proposal is consic ' /6 d Figure 2 should be used to determine the applicable Minimum Requirements. If the answer I. development and the attached Figure 1 should be used. At this juncture, the applicant should r __ . ,vw L.nart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the ck..attication 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 f the affecte roperty. ,W� a, --- 7 - ii - ` � /1ANDOWNE OOR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY `- SMALL MEDIUM LARGE REDEVELOPMENT_ Stormwater Site Plan: Yes No I stomiwater talc worksheet—REV.1111/2013 2 -IL , , , o �4$0N- ��� JEFFERSON COUNTY , i���a� 47 i , A DEPARTMENT OF COMMUNITY DEVELOPMENT D - - 2 2014 ti � � OC 4 ,; 621 Sheridan Street • Port Townsend • Washington 98368 COUNiY <9SmNO.SO 360/379-4450 • 360/379-4451 Fax JEFFERSON OFVELOPMEM http://www.co.jefferson.wa.us/commdevelopment/ pfpT.o COMMIINITI Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: 5126-5 .A+u t, ,TC-Aw6-.r7— /0,51,e2/�_.L 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 5- S acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet ZS/, 76b 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 reg ion 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%acres or more of Construction site for structures C^,'✓cam sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank,etc. EXrSt ZA , sq/ft Circle: Yes Well, utilities,etc. G L S TTJ , sq/ft Does the project convert 2'h acres or more of native vegetation to pasture? Driveway, parking, roads, etc. EKZSr�Ai sq/ft Circle: Yes No Lawn, landscaping, etc. FXZ5n",,- sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance G3 sov sq/ft Cut < SO Fill G Se (cu/yd) [over] storrnwater colt worksheet—REV.111/2013 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) 2 '1va sq/ft Structures(all roof area) 7-C'd sq/ft Sidewalks o sq/ft Sidewalks d sq/ft Patios d sq/ft Patios Q sq/ft Solid Decks b sq/ft Solid Decks O sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc O sq/ft Driveway, parking, roads, etc ��Sd sq/ft Other C sq/ft Other e sq/ft Total New 2_) LICJC) sq/ft Total Existing /016 sq/ft TOTAL NEW+TOTAL EXISTING* / 3)o ° sq/ft *This amount will be used 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: .1f 2 % Does the site have 35%or more of existing impervious surface? Circle: Yes el, 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 affected property. � ID-Q ' N (LA NER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY SMALL_ MEDIUM_ LARGE REDEVELOPMENT_ Stormwater Site Plan: Yes_„— No stormwater talc worksheet-REV.11/1/2013 2 S FIGURE 1 : NEW DEVELOPMENT Start Here Does the site have Yes See Redevelopment 35% or more of ► Minimum existing impervious Requirements and coverage? Flow Chart (Figure 2) No Does the project convert 3/4 acres or more of native vegetation to lawn or Does the project add No landscaped areas, or 5,000 square feet or ► convert 2.5 acres or more more of new of native vegetation to impervious surfaces? pasture? Yes Yes No Does the project have • 2,000 square feet or "LARGE" PROJECT more of new, replaced, All Minimum Requirements or new plus replaced apply to the new impervious impervious surfaces? surfaces and converted pervious surfaces. Yes No • "MEDIUM" PROJECT Does the project have Minimum Requirements #1 land-disturbing through#5 apply to the new activities of 7,000 and replaced impervious Yes square feet or more? surfaces and the land disturbed. No • "SMALL" PROJECT See Minimum Requirement#2, Construction Stormwater Pollution Prevention Based on Fig.2.2 from 2001 Ecology Stormwater Management Manual for Western Washington • • �4�¢50N c°6,y JEFFERSON COUNTY W %)., a DEPARTMENT OF COMMUNITY DEVELOPMENT ,- 621 Sheridan Street • Port Townsend • Washington 98368 yS, 360/379-4450 . 360/379-4451 Fax HINhttp://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# PROJECT/APPLICANT NAME: CJ/G L-S ¢ f G dJ-NC-rre /'�lZxc�t Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. rife- /✓/Lo 7-ps6-6 .ri- ' .e1-eeuA' To Tic 4Z-r7--- < L._/-1A4.-.. �vsTA-t4-.9 ,4) O'4' At A/bw 2.3 Yoe, $• -ire--)J G.�./'Y1- .4ZSSOct�401 -r3 S70t1-rw. 1-0 1.41-z z_c1 r6-5. Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. T/fC- G„ -.sT C vI) of rife $..27 556NE-r 4_e-7' St ca s- 7 /7,L Ncif/J,r s /1T .54o,.'E s o„� to 2�Z Z . 7Z t-"-sf c-1rsS o/= r»`-[- .tTa-- SGovc--s ,'- , 7--hiC- A.,0,2-rr/ .4T ,5`o.°C-5 Gz p /� Z. . 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. P705T arc T/f- .5.C.7& /rfit3 /50-.w� PrLG-✓ta-.st-2' cLE.4.'C,/ J /emu/' /' 19-5 5 A - /OGG.v /2-r..-116-,96-1-7447-66 G✓L7741 ✓ 1L..rorrr5 ... ...-44-t 6,5L 7--40.e.-5 &.- c..-4,,..., 4,410_,..4,-,r, 5,41{4-, Tc_.)_ 4. Describe the existing soils. Indicate soil type on the site map. %/ oN.srra -S::,Lc-s e014/2-6- GL-� 2-_ -r .4-s TuKC-.,' g24.t-e cam✓ LvL¢r-r c.>Grrf ...4 /u-sr�crrc..- C-.4YG't CjE)0.- • •L/4 i--z--r' er cwc;c�/' 24:' 7-c7 el ' -4NG/fC-S Afea-c-rx,., JG 2oK JA .Sa,,rLG/fCC-. 5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site-above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable, and indicate acreage of each. 2�i- " / F,Lo----t ,7;,16--- .szrc- 56-Ax6-,L,4-mac-; /-c ovs T� -1 E.rr 7z-, i ,l0L,41NN{j C- Ti-, Ti, - 4/0 -T/t . T.4i 5 /92 4.-m i-s c6 r>-Z.....01,1 --,.........,_s - L..G-- -r T.x...,.a---LA r5/ 2c.:3 .11.-rv/J tom! rL^-c,y-p -G S' ) . .S c 6,-.54/45C-5 L�1.-••a lrseat--•c y /3.¢Y 6. Describe any excess levels of noise generated by the proposed use or activity: Zr Xs rAiVi cS,9,4-Z-J r64-41-,-- /k c. 6xc65 s 1�vc-s o/ 7.-.e. x Urcc L-NG-L.q-f-UV ,.jf/ %/ ,✓/Lv7Vl33' C--t CON57-, Z C- C.T427,A., .4c714..rT1'_ stormwater site plan template.doc—rev.4/28/2014 5 • • 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes, etc.)on the site. Indicate location on the site map. A-2c- 5r -C-160 r-rtc— 0 a ?-r. ST a- T/'.A--f- se.e.,PC T ,te''r.r7f .sf A-e 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads, and sensitive/critical areas (streams,wetlands, lakes,steep slopes, etc.). 774.6- - (Z -rild A- / .?rte( /1c-StDc-201 s-c A,2— L✓t1-7,- 7z.r-r��-� 1-04.-A-113 E.g-Sr= 5,72- 2v c�Gs T� Try c�c�sv- PG T2 scram PL-Se-ea rirr.a - 'A-� LJ(�T o% Ti, SZ-fa- Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious• surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual)or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. 2un.'aFF .7-646- wLLL ✓j•x - /Ere-/J res. .4- Dt5.40'60 S.tv✓0 _ -J.ZGL /JGS•4131-12SF STv�+--1t�A r- -C i vTC� Tlfi vC-&6-1-7y.77.-6 4146-54- ai4.4,6., avc. ?7,r.- , 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for"large"projects or projects that involve the potential for dispersion of contaminants.] 57 1 ,4 p -. r A-9ev" /Z4-Geu zi[t-� Fd/t t , 5 A'izoSEC7-. 11. Describe the performance goals and standards applicable to the project. / ,s, �'rGbr 7rltnsr�--rd.rr 2�c�•--�� .n raavrs I - 4 l5, T/frr 2v/7 S72:2.•1 4_66 ^'7.4/Vu�C- _--- Tr�-'L -• 4-51-3.-02_ CSC...0410"...7 ww), 12. Describe the flow control system. Low 4-an..o-r20e- L5 Ale?". "g-L-d,L-ts26r6 vet r7-/4 5 P2oSFc . stormwater site plan template.don—rev.4/28/2014 6 • • 13. Describe the water quality system. Ivor it PPGrGA/3�� 14. Describe the conveyance system analysis and design. -'or �F,PPr�G�6L� 15. Describe the source of fill material, physical characteristics of fill material,and deposition of excess material. /4-"0r A71°C.-C" 4e-- 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. "on,- .¢,/.dG.cG.¢.°S/.G-. 17. Describe the proposed surfacing material. NUT i4Pie .4.44-cSGG- 18. Describe methods for restoration of the site. .! TZ t' c.- 5 .006-c A-5 .r.9Zr- '/ TfC- GLLt'a'�'+2LNs y rSse". £t'. -t- 0-4 Q?-4-Ce U'tGw-Z /_1LS Esrr,.G_e L60-7N 1— 5./3 . T/4sse- i12er-At s tares c .^^u t- .//€ f) Alio/3 ,5 r c r es-rt C/sfr-go CJ2 C /zr . 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large" projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals here. No' , -.0/04Cc 4-, t.C- 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. rv�r- 4,O," .GCAy3[B 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. At-trL-i r '.-'> ,c-2,01-1,G1- .27 3 "ZGG2 T7#-5 i°/LaS-SGT 1 S7D Sift- . '44- LS adtivt "RG-i°4-.eGS, f "81.4-+t1- 1-44-e- 2t-4te..r _ mars etc rr,'-rs slormwater site plan template.doc—rev.4/28/2014 7 • • • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I-CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at Volume II Section 3.2.3 of the Manual(beginning on page 3-7). 12 Required Elements-Construction SWPPP 1. Mark Clearing Limits. CL�ci2L.��s LF.^ ctf e-esc-c_ /.3F r7.4ere/ce,c} 4�rrr, CCiP/,' SLLT Feuer/ (45.- c 233.] /r11"5 dl--EZ- t�-Ty / (d� +tom G /o 2. Establish Construction Access. coNSr�C�- crT�.., *Cc s„=„s ,- . 3. Control Flow Rates. .G s 77, 1T. i°.ee jG-cr� blexur-LiCs+C 450- Dr-.5 1-14.29,(7. C--x-tsr-Trvs e /t- e_j Pie5��AL— /=LVC✓ 4. Install Sediment Controls. .SL--c.r 7-61vice- C-. LCr BE A�ST--( C-S. (34.-tI C. 5. Stabilize Soils. t]LSTi�vtr�G-+> Se�Le_5 e-L.?.CGc- . 36- -5 7ArsC Zg -J t�SZn�S C.-/4 Cg•~„o c/21) Lo�'7rSCnrf��TJN o,= rife- 6. Protect Slopes. 5.17?-6,00 'se- (6r-fn G.,a/" rsT /=wit 17tC- Lsysr4-e c f4,z,A.) TFic= 7 C .,G AL 4 s� /3.Z:5 "SW 566-/ /l A-til} (5i41r-s G12c � C- 2. . 7. Protect Drain Inlets. Ti 2E �.2G- tlx> >>2�tv CAC- --7S c%f ./e-C- 2G- PKd?L-cTCU N. stormwater site plan template.doc—rev.4/28/2014 8 • • 12 Required Elements-Construction SWPPP(continued) 8. Stabilize Channels and Outlets. I')L-Su4.4-0ej er ,c".4 7W 6 • izv#eS cam'' /Jls To 4- Tneyvicef. T#/6 T/1E�NG/� /f.45 .�SK+� /JC-S Jl itlLlil ro .arssZPS1-/— ENC��y sz / t ,Drs;G 3-St= T•Hr< ' -t- ,oi=.� =n�rz., A- 1-14-4.- 6- _#, - -4- 2.G5/e• 9. Control Pollutants. Cvti+�,2v7 6- e:"7-5Z "Se- /,I*,j/N r. So .45 J-+a/' Tv t .4,.,Y 4,24125-1,_ Cew1 crr-f -17-4140 a.2A s 651".171° C/5/ - �✓.4�s/ r 7rLC-- br ✓ge SSE AIL • f5e_�'c-!.� til�T7`'--. Trr1-E 04:ser -t s L5/e_ ULT6h'GN s% e- .4-Lye Ce--cr--o�.r C 3�"'n C/S i) - 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). .4i PinG.Cc.W e- 11. Maintain Best Management Practices(BMPs). Ace-- " Si? - -e.) edElr/c LT" "h4-215 AriV t' v .- Zlr S,- '. -r.-- .., 12. Manage the Project. 77-ft- !/a o,r c-cr ,- .-i .4- 6-6 Tv EA.., 466.0-'7 e".'.g3 /444-0 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). Ziv 4- "2wt_.4-L i2Gs rC�G-ti✓-2 .4- 4 c writ n�o .^�R J-e›.02 .4-/�J•4LCw - S7 C--4-^-t s j .A1/46-5 '-c c.JEru4A.n S.. S /K o�vc 7 - A ,,vTI1- SL o- oc T/dam b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). TWc- /=cotti} !u TJ /a- Jo 4- c_ .2,41GNI9-, 7-/742-..5 o e..41-.2-A., oU T/d� av�sr SFS 2v r- Ar r/te- Sex-tritnvev- r C7A-1 _ Tc� t-)i i4.r�jG- Div �TSGO 2 s/ "34-y- 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. T/mac- A-•2G- Aves s O✓f At7S-TA-C.. -X3T ,r-c, P7 Ste_ stormwater site plan template.doc—rev_4!2812014 g • • b. Description of special requirements for working in or near environmentally sensitive areas. NoT 44, 4- 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility, settleability, permeability, depth,texture, soil structure). TrFC- 'O7 --c4 L �r72 E 2�SZis�, P/20/1/C6,-.4-.5 S�r_s ,074 4- 6,244...xott.r' (c,4•^ r wrriI- TNE- s .4-N l�J.10..='sTT--it,r66-1J s75¢rF ,a2C— ?'•c'r 5r.4.546--.0rx-43 LC- 5 . 5. Construction Phasing. a. Construction sequence Std57711/4.4— rd—Se.. orb-2 5 3 GLcR✓L . -A-PA !✓- ?�3 CsaNSr-01--,-- /3 k=7-1J,r-A-5 �N 3 P*t /JLS/° •SCV.v T/tEs V Uf ST�9/j DIS C- -5 b. Construction phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. Go�sr�c. .crZV..� .c5 i°irov-tv Gu-rrws�.2 / rLr 2:1W .4--Xl Ccf3:3)1/4.,r1C— T/9+t-ce c.��c/f "17Ai2Z-61- II. Wet Season Construction Activities. a. Proposed wet season construction activities. GC G/Y� 4-/1/420 CST e r, i1/L TGan, av T+2G-w'cI#- b. Proposed wet season construction activities for environmentally sensitive areas. NvT f}pP[.LGR/3ly 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. Tiyz� .og24e� Ts cw^�n 3 Y j I 7 a..+n SGT �csrvt P�9✓t 2 b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps. b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template.00c—rev.4/28/2014 10 • • . SECTION II—EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan,a stormwater site plan,and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 1. General. a. Vicinity Map b. Jefferson County Approval Block c. Erosion and Sediment Control Notes 2. Site Plan. a. Legal description of subject property. b. North arrow. c. Indicate boundaries of existing vegetation(e.g.,tree lines, pasture areas,etc.). d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. i. Delineate areas that are to be cleared and graded. j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales, interceptor trenches,or ditches. b. Show all temporary and permanent drainage pipes,ditches,or cut-off trenches required for erosion&sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades, dimensions,and direction of flow in all ditches,swales, culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices(BMPs). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s), pond(s), pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. c. Indicate the trap/pond storage required and the depth, length, and width dimensions. d. Provide typical section views through pond and outlet structure. e. Provide typical details of gravel cone and standpipe,and/or other filtering devices. f. Detail stabilization techniques for outlet/inlet. g. Detail control/restrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check dam(s),if applicable. j. Specify spacing for rock check dams as required. k. Provide front and side sections of typical rock check dams. I. Indicate the locations and provide details and specifications for silt fabric. m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment(e.g.,concrete wash water). 8 Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site. Sampling stations should be located upstream and downstream of the project site. slormwater site plan template.doc—rev.4/28/2014 11 i • Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes, and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts") when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. 10 • Z • 1�( (L OWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template Pon—rev.412812014 12 öFrontParc& Review • 1J Parcel 901081024 Printed: July 31, 2014 GREGORY M PARKER Site Address(es): JEANETTE M PARKER 322 SOUTHPORT LN PORT TOWNSEND, WA 98368 2804 7TH ST PORT TOWNSEND,WA 98368-9631 Parcel Number: 901081024 S-T-R:8-29N-1W Total Acreage 6 Legal Description S8 T29 RI W TAX 29 TGW 1/18TH INT IN TAX 25&TLTX Land Use: 9100 N W/E Flood District: Fire District: 1 Planning Area: 5 Flood Map(FIRM)Panel No: School District 50 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 Alb NO [ ] Parcel Tags or Scanned Documents YES 1� [ ] ESA's: Special Reports Nearby 4Ny NO (5 -1-e c_41C-Gt_ rkpor t [ ] Designated Ag YES C) [ ] Shoreline Designation: YES [ ] Shoreline Slope Stability: CIO NO U • # • • n • MAMI�M•.-, Stream Type:NO iV — /00 n- slti °Ab r.of r. 5b-F-t- bu Srsr_r- FWHCA: YES Wetlands: YES Rare Plants:YES ISO Seismic: YES Landslide:Vao NO Vt• ak — C • ✓ e0 M .:.-. '� - � L • Flood: YES Erosion: YES Aquifer Recharge Area/: SIPZ: none At Rts 7 CMZ: on.. High R p ed CMZ Stormwater site plan subm Q� [ ] Forest Lands: YES ©_ (/✓" Adjoining Forest Lands: ( $0 Rural/ Inholding [ ] Mineral Lands: YES [ ] Agricultural Lands: YES t:4v.% [ ] Archaeology: YES e[ ] No Shooting Zone: YES QO Q [ ] Stormwater: New Impervious Surface yca$C]S1/rand Disturbing Activity `093 iS lic-(-ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YEs MRL YEs e) Forest Lands lara NO [ ] Landscaping Required: Yes 0 [ ] Parking Spaces Re uired NO () Other 1 1 Building Height: 4 UBC Standard [ ] Impervious Surface coverage percentage: 7-6 c. Resource Lands&Public: 10% RuraLResidential: 25% Rural Industri er UDC Sec 6.7 Rural Commercial: 60% • Area of Building Coverage: 60%in Rural Indus ands only [ ] Total Building (s) Size: RVC:20,000 SF CC:5,000 SF NC: 7,500 SF GC: 10,000 SF All others: subject to septic&water constraints/None specified [ ] Setbacks:, FFont: c Left Side: 5 c. Right Side: Rear: Z O c Sorgn *eTh3gCre `~t j% LSHA Setback: tii>/k [ ] Road Classification: "'Ph va t--2 — Sa u1it fn>r f LOW. Road Approach: EXISTING NOT REO'D RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: N/A---- [ ] Existing Case(s) &Condition(s): e S Violations: Yes No [ ] Recorded Date of Su division: U1/A AFN Over 5yrs-UDC Plat Conditions: 6 A <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES submitted: YES NO [ ] UGA No Protest Agreement YE. 0 submitted: YES NO [ ] Site Visit conducted YES [ ] Require Final Zoning Approval YES ID [ ] ADMIN: Setbacks entered in Permit Plan case N/A Or New Parcel Tags entered in Permit Plan N/A (0 f Special Reports Scanned N/A () ( p n}-c Title Notes Updated Parcel tags found for parcel 901081024 1.) WSRC Coaching -LID 2011-09-07, SG 08/27/2013 Parcel tags found for parcel 901081024 2.) WSRC Coaching - 2011-09-07, SG 08/27/2013 Other Cases Associated with APN 901081024 Review Cases Name Type Status Planner BLD13-00212 PARKER F Colleen Zmolek Application Received: 7/9/2013 Permit Issued/Case closed: 7/30/2013 Case Finaled: 10/14/2013 POLE BUILDING GARAGE/STORAGE NO HEAT NO PLUMB BLD14-00266 PARKER P Anna Bausher Application Received: 7/25/2014 Permit Issued/Case closed: Case Finaled: NSFR W/ATTACHED GARAGE CAR95-00059 REICH F Application Received: 4/21/1995 Permit Issued/Case closed: 5/22/1995 Case Finaled: 1/14/2002 septic and drainfield OTH96-00139 REICH P Application Received: 9/6/1996 Permit Issued/Case closed: Case Finaled: SEP95-00101 REICH I Application Received: 4/21/1995 Permit Issued/Case closed: 11/7/2000 Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 7/31/2014 Page 2 of 2 f CIVIL ENGINEERING P"' • • LAND SURVEYING ENTOVIC xO4 -OLD . E e I., I , & ASSOCIATES Port Angeles,Washington 98362 N C O R P O R A T E D (360)417-0501 September 30, 2014 Fax(360)417-0514 E-mail:zenovic @olympus.net Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Re: Parker property— 322 Southport Lane, Port Townsend Parcel No. 901-081-024 Dear Community Development staff: I have inspected the referenced property and reviewed available technical data regarding the Environmentally Sensitive Area designation on the property. The County maps indicate that a portion of the property is a Landslide Hazard Area, Slight Risk. Based on my review of the data and noted site inspection, it is my professional opinion that the property has been improperly designated and that no Landslide Hazard Risk is present on the site. Consistent with the provisions of Section 18.22.030 of the Jefferson County Code, I hereby recommend that the designation be removed from this property. Geologic maps prepared by the Washington Department of Natural Resources Division of Geology and Earth Resources (Geologic Map 67, June 2005) indicates that the basal soil for the site is lodgment till and the Soil Survey of Jefferson County Area, Washington (USDA Soil Conservation Service (August 1975) indicates that the site surface soils are a Tukey gravelly loam, 0-15% slopes). Tukey soils have a slight to moderate hazard of water erosion and are not considered unstable. Lodgment till is a dense to very dense mix of clay, silt, sand, and gravel with occasional boulders and is considered to be very stable. My site inspection revealed that the site slopes to the west northwest at grades ranging from 5 to 20 percent, becoming slightly steeper moving westward. The site is covered with brush and scattered trees and shows no indication of either localized or regional slope instability. It appears that the County maps are based on the mapping contained in the State of Washington Shoreline Stability Maps as compiled by the Department of Ecology; it appears that this mapping compilation is inaccurate for this particular site. Please give me a call if you have any questions or if you need further information. Sincerely, Zeno is & Associates, Inc. e en M. Zenovic, P.E. "24'4,I,.�WnsytNCO f 0 ri cipal Engineer � °� t� 6 ti4\�V) a ,y� D G� .Enclosures 4.< Nw E� Cc: Greg and Jeanette Parker w/enc. 13y �G� ,�FF��SONoF\IF��QM 1oNxv. c,,,`1\ Fc: JN 14242 1611k _ CQVJL ENGINEERING a ` ' �� ' Fl SURVIVING & ASSOCIATES 301 has ( h Sm ec Smr: _ 2 2mr \\ Port Angeies,Washington 98362 I N c O R P o R A t E (3U0)417051)1 September 30, 2014 j Fax(360)417.0514 PERSON COONS M )EF 41Nm,O�ErpPME E-mail:zcnovicC�olympus.ncc Jefferson County Department of Community\Deve 10141 tr 621 Sheridan Street Port Townsend, WA 98368 Re: Parker property—322 Southport Lane, Port Townsend Parcel No. 901-081-024 Dear Community Development staff: I have inspected the referenced property and reviewed available technical data regarding the Environmentally Sensitive Area designation on the property. The County maps indicate that a portion of the property is a Landslide Hazard Area, Slight Risk. Based on my review of the data and noted site inspection, it is my professional opinion that the property has been improperly designated and that no Landslide Hazard Risk is present on the site. Consistent with the provisions of Section 18.22.030 of the Jefferson County Code, I hereby recommend that the designation be removed from this property. Geologic maps prepared by the Washington Department of Natural Resources Division of Geology and Earth Resources(Geologic Map 67, June 2005) indicates that the basal soil for the site is lodgment till and the Soil Survey of Jefferson County Area, Washington (USDA Soil Conservation Service (August 1975) indicates that the site surface soils are a Tukey gravelly loam, 0-15% slopes). Tukey soils have a slight to moderate hazard of water erosion and are not considered unstable. Lodgment till is a dense to very dense mix of clay, silt, sand, and gravel with occasional boulders and is considered to be very stable. My site inspection revealed that the site slopes to the west northwest at grades ranging from 5 to 20 percent, becoming slightly steeper moving westward. The site is covered with brush and scattered trees and shows no indication of either localized or regional slope instability. It appears that the County maps are based on the mapping contained in the State of Washington Shoreline Stability Maps as compiled by the Department of Ecology; it appears that this mapping compilation is inaccurate for this particular site. Please give me a call if you have any questions or if you need further information. Sincerely, Zeno is& Associates. Inc. e e f� M.n Zenovic, P.E. 44 oF*ASy/4,, p ri cipal Engineer tis /E4, I. 0 Enclosures .`. t 59n Cc: Greg and Jeanette Parker w/enc. jonr4 '�'' Fc: JN 14242 Z � • • CIVIL ENGINEERING E N O V I C LAND SURVEYING & ASSOCIATES 301 East 6th Street,Suite 1 Port Angeles,Washington 98362 INCORPORATED (360)417-0501 September 30, 2014 Fax(360)417-0514 E-mail:zenovic @olympus.net Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Re: Parker property— 322 Southport Lane, Port Townsend Parcel No. 901-081-024 Dear Community Development staff: I have inspected the referenced property and reviewed available technical data regarding the Environmentally Sensitive Area designation on the property. The County maps indicate that a portion of the property is a Landslide Hazard Area, Slight Risk. Based on my review of the data and noted site inspection, it is my professional opinion that the property has been improperly designated and that no Landslide Hazard Risk is present on the site. Consistent with the provisions of Section 18.22.030 of the Jefferson County Code, I hereby recommend that the designation be removed from this property. Geologic maps prepared by the Washington Department of Natural Resources Division of Geology and Earth Resources (Geologic Map 67, June 2005) indicates that the basal soil for the site is lodgment till and the Soil Survey of Jefferson County Area, Washington (USDA Soil Conservation Service (August 1975) indicates that the site surface soils are a Tukey gravelly loam, 0-15% slopes). Tukey soils have a slight to moderate hazard of water erosion and are not considered unstable. Lodgment till is a dense to very dense mix of clay, silt, sand, and gravel with occasional boulders and is considered to be very stable. My site inspection revealed that the site slopes to the west northwest at grades ranging from 5 to 20 percent, becoming slightly steeper moving westward. The site is covered with brush and scattered trees and shows no indication of either localized or regional slope instability. It appears that the County maps are based on the mapping contained in the State of Washington Shoreline Stability Maps as compiled by the Department of Ecology; it appears that this mapping compilation is inaccurate for this particular site. Please give me a call if you have any questions or if you need further information. Sincerely, Zeno is & Associates, Inc. ikeen M. Zenovic, P.E. a /� c ipal Engineer v Enclosures ' 1 OCT - 2 2014 Cc: Greg and Jeanette Parker w/enc. _ I JEFFERSON COUNTY Fc: JN 14242 DEPT OF COMMUNITY DEVELOPMENT t w �t _ t— W ._ n ii ; ,i ° li ii 3 ;(4 % :0.44' - ' ' . ' ,, / /AI III tI a i ii{ it Q I -s7'1\ I it co. N-"'",..,,,,\ Allk 1 Z NS 0 Ilt N " '..7 _— lik/ - it Q r I/ 414 I CI kit L . - . . ,, ,, 1 q ,, I VI II 1! /f it °; 4 0 0 If i 1 11 a 'ff ;r t 1 M S+ 1 ! 7i 6 1� _- 1 l 1 ,f.... ....1-„. ... a �r 0 / _ t. 2 •\.. .,.._____:Doe crc7))j _\\:. f�� I 11r�4 r- : 3 t „ ti y i /l_' '_'-�.—.r �._!• yr- / � '` fr II: .......„....,__.„......----.,_,-- .,..■.:.+011'41111talb .„'",,...,_ N., -------- —cr\•„___. 'vi_l. _ ' ,-4%2-/ cm • 4—. / z _ �. . _. -E r" . , �r { U '4{ ` .� f+ 0 %***■-...1114::11%. ` y ww w e / m w . ayW_ s ._. T' r M 1 ' - .1 el I 'I 4 I I I 4 MI il II I II I II I I 1 I I I I I a I 1 iiii mi. J v „,.. I A - , u w 0 2 C C , , i ! i € „z;, tinint j. 8: Ilicalpitt 44 zna: a 4 a L + V f� ..µV il 8 F tv P Cl) 3 t s • •.• • • USDA United States AproductoftheNational Custom Soil Resource Department of Cooperative Soil Survey, Agriculture a joint effort of the United Report for States Department of MRCS Agriculture and other Jefferson County Federal agencies,Slate Natural agencies including the Area, Washington Resources Agricultural Experiment Conservation Stations,and local Service participants Parker Site s. • I September 12,2014 • • Preface Soil surveys contain information that affects land use planning in survey areas.They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas.Soil surveys are designed for many different users,including farmers,ranchers,foresters,agronomists,urban planners, community officials,engineers,developers,builders,and home buyers.Also, conservationists,teachers,students,and specialists in recreation,waste disposal, and pollution control can use the surveys to help them understand,protect,or enhance the environment. Various land use regulations of Federal,State,and local governments may impose special restrictions on land use or land treatment.Soil surveys identify soil properties that are used in making various land use or land treatment decisions.The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses.The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm,local,and wider area planning,onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments(http://www.nrcs.usda.gov/wps/portal/ nres/main/soils/health/)and certain conservation and engineering applications.For more detailed information,contact your local USDA Service Center(httpl/ offices.sc.egov.usda.gov/locator/app?agency=nres)or your NRCS State Soil Scientist(http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nres142p2_053951). Great differences in soil properties can occur within short distances.Some soils are seasonally wet or subject to flooding.Some are too unstable to be used as a foundation for buildings or roads.Clayey or wet soils are poorly suited to use as septic tank absorption fields.A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies,State agencies including the Agricultural Experiment Stations,and local agencies.The Natural Resources Conservation Service(NRCS)has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically.Updated information is available through the NRCS Web Soil Survey,the site for official soil survey information. The U.S.Department of Agriculture(USDA)prohibits discrimination in all its programs and activities on the basis of race,color,national origin,age,disability,and where applicable,sex,marital status,familial status,parental status,religion,sexual orientation,genetic information,political beliefs,reprisal,or because all or a part of an individual's income is derived from any public assistance program.(Not all prohibited bases apply to all programs.)Persons with disabilities who require alternative means 2 • • � t , • • for communication of program information(Braille,large print,audiotape,etc.)should contact USDA's TARGET Center at(202)720-2600(voice and TDD).To file a complaint of discrimination,write to USDA,Director,Office of Civil Rights,1400 Independence Avenue,S.W.,Washington,D.C.20250-9410 or call(800)795-3272 (voice)or(202)720-6382(TDD).USDA is an equal opportunity provider and employer. 3 • 41) Contents Preface 2 How Soil Surveys Are Made 5 Soil Map 7 Soil Map 8 Legend 9 Map Unit Legend 10 Map Unit Descriptions 10 Jefferson County Area,Washington 12 AIC—Alderwood gravelly sandy loam,0 to 15 percent slopes 12 TuC—Tukey gravelly loam,0 to 15 percent slopes 12 References 14 4 • • • How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area.They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses.Soil scientists observed the steepness,length,and shape of the slopes;the general pattern of drainage;the kinds of crops and native plants;and the kinds of bedrock.They observed and described many soil profiles.A soil profile is the sequence of natural layers,or horizons,in a soil.The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock.The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently,soils are mapped according to the boundaries of major land resource areas (MLRAs).MLRAs are geographically associated land resource units that share common characteristics related to physiography,geology,climate,water resources, soils,biological resources,and land uses(USDA,2006).Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology,landforms,relief,climate,and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform.By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform,a soil scientist develops a concept,or model,of how they were formed.Thus, during mapping,this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly,individual soils on the landscape merge into one another as their characteristics gradually change.To construct an accurate soil map,however,soil scientists must determine the boundaries between the soils.They can observe only a limited number of soil profiles.Nevertheless,these observations,supplemented by an understanding of the soil-vegetation-landscape relationship,are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied.They noted soil color,texture,size and shape of soil aggregates,kind and amount of rock fragments,distribution of plant roots,reaction,and other features that enable them to identify soils.After describing the soils in the survey area and determining their properties,the soil scientists assigned the soils to taxonomic classes(units). Taxonomic classes are concepts.Each taxonomic class has a set of soil characteristics with precisely defined limits.The classes are used as a basis for comparison to classify soils systematically.Soil taxonomy,the system of taxonomic classification used in the United States,is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile.After the soil scientists classified and named the soils in the survey area,they compared the 5 • Custom Soil Resource Report individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based an experience and research. The objective of soil mapping is not to delineate pure map unit components;the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements.Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions.Some components may be highly contrasting to the other components of the map unit.The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data.The delineation of such landforms and landfomi segments on the map provides sufficient information for the development of resource plans.If intensive use of small areas is planned,onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors,including scale of mapping,intensity of mapping,design of map units,complexity of the landscape,and experience of the soil scientist.Observations are made to test and refine the soil- landscape model and predictions and to verify the classification of the soils at specific locations.Once the soil-landscape model is refined,a significantly smaller number of measurements of individual soil properties are made and recorded.These measurements may include field measurements,such as those for color,depth to bedrock,and texture,and laboratory measurements,such as those for content of sand,silt,clay,salt,and other components.Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components.The aggregated values are presented.Direct measurements do not exist for every property presented for every map unit component.Values for some properties are estimated from combinations of other properties. While a soil survey is in progress,samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests.Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses.Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management.Some interpretations are modified to fit local conditions,and some new interpretations are developed to meet local needs.Data are assembled from other sources,such as research information, production records,and field experience of specialists.For example,data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity.Soil conditions are predictable over long periods of time,but they are not predictable from year to year.For example,soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years,but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area,they drew the boundaries of these bodies on aerial photographs and identified each as a specific map unit.Aerial photographs show trees,buildings,fields, roads,and rivers,all of which help in locating boundaries accurately. 6 • • Soil Map The soil map section includes the soil map for the defined area of interest,a list of soil map units on the map and extent of each map unit,and cartographic symbols displayed on the map.Also presented are various metadata about data used to produce the map,and a description of each soil map unit. 7 ', 1 3, Custom Soil Resource Report • S Soil Map s 512810 512880 512950 51500 513090 513150 51333 5133110 5133)0 513940 M I'SN Ake 11355 Itf ,, 4 ' P yrx 4 'R .`t +1` x s 7 R 1 a a 3' • u 5. 1 i ' . :..s 44`1'21'5 08°1'21'4 512810 512883 51220 51300 513090 513160 513251 513300 513370 513110 3 3 v b N Map saL.1:2,900f mewl on A ar�ape(11°x 851 steel S y N 0 40 80 160 2905 Feet A 0 100 200 400 SOO Nap 817ffin:Mtb Neater CarnetwoWeaS:W S84 OGOeas UM 200 ION W688 8 • , Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest(Ad) _ Spoil Area The soil surveys that comprise your AOI were mapped at 1:20,000. Area of Interest(AOI) rc Stony Spot Seas Very Siony Spot Warning:Soil Map may not be valid at this scale. • Soil Map Urot Polygons 7 Wet Spot Enlargement of maps beyond the scale of mapping can cause ^✓ Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil line Other placement.The do not show the small areas of contra • Soil Map Uric Points P maps contrasting Special Use Features soils that could have been shown at a more detailed style. Special Point Features lid Blowout Water Features Streams and Canals Please rely on the bar scale on each map sheet for map `r%y Borrow Pit measurements_ Transportation x Clay Spot .-.-. Rails Source of Map: Natural Resources Conservation Service Closed Depression interstate Highways Web Soil Survey URL: ht�:llwebsoilsurvey.nres.usda.gov Gravel Prt US Routes Coordinate System: Web Mercator(EPSG:3857) Gravely Spot Maps Roads Maps from the Web Soil Survey are based on the Web Mercator • Lana10 Local Roads projection,which preserves direction and shape but distorts distance and area.A projection that preserves area,such as the A Lava Flow Background Albers equal-area conic projection,should be used if more accurate 46, Marsh or swamp is Aerial Photography calculations of distance or area are required. O Mine or Quarry This product is generated from the USDA-NRCS certified data as of • Miscellaneous Water the version date(s)listed below. ® Perennial Water Soil Survey Area: Jefferson County Area,Washington v Rock Outcrop Survey Area Data: Version 9,Dec 9,2013 + Saline Spot Soil map units are labeled(as space allows)for map scales 1:50,000 Sandy Spot or larger. ! Severely Eroded Spot Date(s)aerial images were photographed: Jul 9,2010—Aug 28, • Sinkhde 2011 StIde or Slip Sadie Spot The orthophoto or other base map on which the soil lines were O compiled and digitized probably differs from the background imagery displayed on these mops.Asa result,some minor shifting 9 • Custom Soil Resource Report Map Unit Legend • Jefferson County Area,Washington(WA631) • Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI AIC Alderwood gravelly sandy loam, 0.2 0.7% 0 to 15 percent slopes TuC Tukey gravelly loam,0 to 15 32.3 99.3% • percent slopes Totals for Area of Interest 32.5 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area.The map unit descriptions,along with the maps,can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas.A map unit is identified and named according to the taxonomic classification of the dominant soils.Within a taxonomic class there are precisely defined limitsforthe properties of the soils.On the landscape, however,the soils are natural phenomena,and they have the characteristic variability of all natural phenomena.Thus,the range of some observed properties may extend beyond the limits defined for a taxonomic class.Areas of soils of a single taxonomic class rarely,if ever,can be mapped without including areas of other taxonomic classes.Consequently,every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes • other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit,and thus they do not affect use and management.These are called noncontrasting,or similar,components.They may or may not be mentioned in a particular map unit description.Other minor components,however,have properties and behavioral characteristics divergent enough to affect use or to require different management.These are called contrasting,or dissimilar,components.They generally are in small areas and could not be mapped separately because of the scale used. • Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps.If included in the database for a given area,the contrasting minor components are identified in the map unit descriptions along with some characteristics of each.A few areas of minor components may not have been observed,and consequently they are not mentioned in the descriptions,especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data.The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landforrn segments that have similar use and management requirements.The delineation of such segments on the map provides sufficient information for the development of resource plans.If 10 • • Custom Soil Resource Report intensive use of small areas is planned,however,onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions.Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series.Except for differences in texture of the surface layer,all the soils of a series have major horizons that are similar in composition,thickness,and arrangement. Soils of one series can differ in texture of the surface layer,slope,stoniness,salinity, degree of erosion,and other characteristics that affect their use.On the basis of such differences,a soil series is divided into soil phases.Most of the areas shown on the detailed soil maps are phases of soil series.The name of a soil phase commonly indicates a feature that affects use or management.For example,Alpha silt loam,0 to 2 percent slopes,is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes,associations,or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps.The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas.Alpha-Beta complex,0 to 6 percent slopes,is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps.Because of present or anticipated uses of the map units in the survey area,it was not considered practical or necessary to map the soils or miscellaneous areas separately.The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar.Alpha- Beta association,0 to 2 percent slopes,is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management.The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform.An area can be made up of only one of the major soils or miscellaneous areas,or it can be made up of all of them.Alpha and Beta soils,0 to 2 percent slopes,is an example. Some surveys include miscellaneous areas.Such areas have little or no soil material and support little or no vegetation.Rock outcrop is an example. 11 • • • Custom Soil Resource Report Jefferson County Area, Washington AIC—Alderwood gravelly sandy loam, 0 to 15 percent slopes Map Unit Setting National map unit symbol: 2gpl Elevation: 50 to 800 feet Mean annual precipitation: 25 to 60 inches Mean annual air temperature: 48 to 52 degrees F Frost-free period: 180 to 220 days Farmland classification: Farmland of statewide importance Map Unit Composition Alderwood and similar soils: 100 percent Estimates are based on observations,descriptions,and transects of the mapunit. Description of Alderwood Setting Landform: Terraces Parent material: Basal till with a component of volcanic ash in the upper part Typical profile HI-0 to 3 inches: gravelly sandy loam H2-3 to 30 inches: very gravelly loam H3-30 to B0 inches: gravelly sandy loam Properties and qualities Slope: 0 to 15 percent Depth to restrictive feature: 20 to 40 inches to densic material Natural drainage class: Moderately well drained Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately low(0.00 to 0.06 in/hr) Depth to water table: About 18 to 36 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Very low(about 2.5 inches) Interpretive groups Land capability classification(irrigated): None specified Land capability classification(nonirrigafed): 4s Hydrologic Soil Group: B Other vegetative classification: Unnamed(G002XN302WA) TuC-Tukey gravelly loam, 0 to 15 percent slopes Map Unit Setting National map unit symbol: 2gtm Mean annual precipitation: 21 inches Mean annual air temperature: 50 degrees F Frost-free period: 225 to 250 days 12 , • • Custom Soil Resource Report Farmland classification: Farmland of statewide importance Map Unit Composition Tukey and similar soils: 100 percent Estimates are based on observations,descriptions,and transects of the mapunit. Description of Tukey Setting Landform: Terraces Parent material: Basal till Typical profile H1-0 to 2 inches: gravelly loam H2-2 to 8 inches: gravelly loam H3-8 to 36 inches: very gravelly loam H4-36 to 60 inches: very gravelly loam Properties and qualities Slope: 0 to 15 percent Depth to restrictive feature: 20 to 40 inches to densic material Natural drainage class: Moderately well drained Capacity of the most limiting layer to transmit water(Ksat): Very low to moderately low(0.00 to 0.06 in/hr) Depth to water table: About 18 to 36 inches Frequency of flooding: None Frequency of ponding: None .Available water storage in profile: Low(about 3.9 inches) Interpretive groups Land capability classification(irrigated): None specified Land capability classification(non irrigated): 3e Hydrologic Soil Group: C Other vegetative classification: Unnamed(G002XN402WA) 13 a , • • References American Association of State Highway and Transportation Officials(AASHTO).2004. Standard specifications for transportation materials and methods of sampling and testing.24th edition. American Society for Testing and Materials(ASTM).2005.Standard classification of soils for engineering purposes.ASTM Standard D2487-00. Cowardin,L.M.,V.Carter,F.C.Golet,and E.T.LaRoe.1979.Classification of wetlands and deep-water habitats of the United States.U.S.Fish and Wildlife Service FWS/OBS-79/31. Federal Register.July 13,1994.Changes in hydric soils of the United States. Federal Register.September 18,2002.Hydric soils of the United States. Hurt,G.W.,and L.M.Vasilas,editors.Version 6.0,2006.Field indicators of hydric soils in the United States. National Research Council.1995.Wetlands:Characteristics and boundaries. Soil Survey Division Staff.1993.Soil survey manual.Soil Conservation Service.U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portalnres/ detail/national/sot I s/?cid=nres 142p2_054262 Soil Survey Staff.1999.Soil taxonomy:A basic system of soil classification for making and interpreting soil surveys.2nd edition.Natural Resources Conservation Service, U.S.Department of Agriculture Handbook 436. http:llwww.nres.usda.govhvps/portal/ nres/detail/n ational/soi ls/?cid=n rrs 142p2_053577 Soil Survey Staff.2010.Keys to soil taxonomy.11th edition.U.S.Department of Agriculture,Natural Resources Conservation Service. http://www.nres.usda.gov/wps/ portal/nres/detail/n ation allsoils/?cid=n rcs142p2_053580 Tiner,R.W.,Jr. 1985.Wetlands of Delaware.U.S.Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control,Wetlands Section. United States Army Corps of Engineers,Environmental Laboratory.1987.Corps of Engineers wetlands delineation manual.Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture,Natural Resources Conservation Service. National forestry manual. http://www.nres.usda.govlwps/portal/nres/detail/soils/ home/?cid=nres 142p2_053374 United States Department of Agriculture,Natural Resources Conservation Service. National range and pasture handbook.http://www.nres.usda.gov/wps/portal/nres/ detail/nationa l/la ndu se/rangepasture/?cid=stelprd b1043084 14 1 1111 • • Custom Soil Resource Report United States Department of Agriculture,Natural Resources Conservation Service. National soil survey handbook,title 430-VI. http://www.nres.usda.gov/wps/portal/ n res/d etai I/soil s/scientists/?cid=n rcs 142p2_054242 United States Department of Agriculture,Natural Resources Conservation Service. 2006.Land resource regions and major land resource areas of the United States,the Caribbean,and the Pacific Basin.U.S.Department of Agriculture Handbook 296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/? cid=nres142p2_053624 United States Department of Agriculture,Soil Conservation Service.1961.Land capability classification.U.S.Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Intemet/FSE_DOCUMENTS/nrcs142p2_052290.pdf 15 Map Output • • Page 1 of 1 ArcIMS HTML rcw f Viewer Map t .. t 90.01000' p u_'_'.:. 9010420_:. t• 1 to iiiii:::. t'' rt 01 1 , 4acdnC+� r � 1.. Legend . <U Selected Features i « / JC_Roads +I a Parcels-/-1 j Shoreline Slope Stability i I f n Siocc .. 1 ' :•:w :NJ at.: I f -- Unstable Rxwn Lands:,n: y.n2y O drIstaale Old Lanas■dc ` i i Modeled 1 901081012 �Y_' OR'r(yi 9: Ci74.C4 / rJ Aoft to i . i / ' I s!4fi+:(%%S 9/46CMC6 91460200/ 9,4a_0C(11 974600100 t / i 1Aar.aa.M1ded Yy..e13ersa�Carty Cava Se.non:CIS f46e0009p�48011 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Jul 29 10:15:10 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/29/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Map Legend Selected Features JC Roads �'•- -, Parcels-11 County Zoning Sd G' MPR SF isles fir D, A �..qn yj'(I/T..i�, H uem Rnean N11:5 1-- y al Rum Romani."1:10 Rural Rosm otol 1:20 NPR Sasso Famay •s_,•_..S1tY•sy NPR Mu!Rarne./ y, + g SDUOr MPH Rosen Compton _ti'.Z•'•J:YI Parin and Rocromon MPR Opus Spam 9^".•8'025 4'08'C23 MlM rg•_rr� 9D:C8'030 # Re. romp 171 Conrmrool forest tnnogmg Forest o loony maestro 90'C8'!te5 1 Amen CPF - MPRNatego Canter AP t:N a .8'.•ZE Rum Vinage Cenr 90•C8'C49 90'092(%:• ■ Rerura Darn uiu 97!'8'011 Lpo IneuR rce l.8 C'5 MPR-Remoton y'.Cyy0:1 Waste M9mt LPf . Croscronas.00 .. ...... _.. Cro•voaasCC �. • Cremoaes-RC AL 1:20 8 7 46000 05 ` 974600006 ,074800007 97a60IX:Ce 9/44m.0'.00 UGA.UrSan Cemmareoi • ' ' 974600W9 UGA-Urban Lqm Mittman RUM poodeley JaRsaOn CnayCalral Rooms CIS D UGA-MDR UGA-HOR UGA-P-oesc UG-1JcR UGiA•Velor Ormond Commerc.n MFII•RRN Moron CFJAOIRLO Commoow Fore. Mineral Reso a Overtly 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 •erectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Jul 29 10:15:37 014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/29/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 901084099 911054011 901064011 .. ` i•k 901054003 ,• 1__3il.�- l 90106/007 - 901064006 e �� 1III i 901061007 r .-.. 9 �. ' \ 1 f A. , 1 901061034' i 1 4d901061003 001061036 ' ,7901061009, ! / :'�c. 9010610225;'9010E1cei Legend x901061009.{ 901081,4. / Selected Features 1901061014 f ,, i JC_Roads ■ r Parcels-H i"-•"� - - Parcel Tags-H =4= 901061028 j I I Na 4oncol Report ESpacrai R op*n 901061009 901091009 .�.>•04/ 901061022 90.061016/ / i <901061012 yt•.t.l::'1 90/106100 "`'r' 90'!1ti50O1; f 1 : • 901061003 vx•_[ t 1^.. , R;:974600100 r' iti x 11zm:r v:.iN v:.a'ti:ar_wr:_c r.o.x.•.cars 1u Q. 4606 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.Tue Jul 29 10:12:33 014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/29/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map J 901054009.-- f i 9010540„–,�i li 901054011�1 ; r , r i4,, 901054003 901054003 901063001 l 901054001 S I _Y osa996 ; U1 r i r06,o0T �f solvt4o9 i 1 9010619041 ! i 1 _`-d1_ AO,Bt1036� y 0810099 / ?901061027 i�901081925 1"901081023 Legend 901081000 . 901001090 ' Selected Features 901061014 l JC_Roe de 1r :_•017 ' Parcels-H ..:•::5'016+ I SIP/ - 1081020 / 001001028 r ! 7 Al a,sk sin 1901081010 / ■ elgp aes S1P2 1001061011 / r ' , !— 901061026 1 _ Oacamm,sna ned seP2 , 90,06,906 ' n coaae sw2 r ' j 9 _ - 9o,oa20o1 � 9070612 ,i � + 90,06102 o18! ' / ! _ .._.. 90,001012 f 001061006 'I 901 1 { -- /; 90'081005 i' 001066002 r N — 974e90936 97460010D y74� o5 97460000E 914000007 Maps pebbled by aeb�Carty Ca a Carve Sereo Gt5 m4600009 0 e 4800 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Jul 29 10:15:27 I 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/29/2014 1 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 901oy1a� 901654011 J ' _•_.r�. 901054007 N 90'0541X}6 --'OxIC03 9o,042W+ i. �_'081007� f :...`$ � 1 ~1s J7d J 9010810341 I ! , yv,08103 901081096 ! l' \ '90+081009. j ■' 901081027 901081025 f�901061023 Legend ...mime 1 901081030 ' i { Selected Features _'•014 f i 1 �f�.t T JC Roads 69,017' / 1 1 . Parcels 41 1061016 3 Critical Aquifer Recharge -•-'OStC00 I 9010810 Areas 067070 i'r '_+81011 / ,, I / I Sl1SC-IINN + 901081026 i i S7RPA•SuSC / '!l 0926" / I r 901081029 9010/11022 ❑ SARPA _ — I I SARPA.tlNN I 901081012 • .`'.081008 901066001 l IJ97j0106100i. 907066002 t 1 ' 0746o.:.__- 974600006 .074600007 914600008 974600100 i t .974600009± • Nis.ended try Jearsen Cary Cara Srocas CIS b -48tH. FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Jul 29 10:14:46 2014 http://gi sserver/servlet/com.e sri.esrimap.Esrimap?ServiceName=ovmap&C1 ientV ersion=4.... 7/29/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map if' 90.0t4007/ 901054011 901054011 i I kli 901054003 , ,i i 901054003 901043001 901042001 - i - i 201054007 i g i , 1 , VA 1 9Q7:.1 90'08l034 J T... - . I ; 081 1 / . '..5'...!.! it":" 06 3 , ■ .' (2/01081007/901081025,i 901081023 I Legend , 1 i 901001030 Selected Features i . i . l JC_Roads Parcels-H Landslide Hazard 1081020 901081024 .1 ! 5 nles i./ flop I i i I/ 901081026 l Model-Mc 901092C.." I '90l04110 9010111021 I 1<_ii2•28,2"5 1. .,---------i' I i 901081012 l GiS 08!0.26 90108 il 5001 , 5.::%0.5■IC'< P 1 /, ---.Q...,•-ne L0' ---.1 FW° — , / / 5.:).08'005 92'085042 , . ' 1r 1 rme„5,p005 014600006 9f4600007 97,160055.141 ....'974600100 974600009 - . 1 1 r:.atc:run Cam Cetera Screces CAS 9 miNSINN■•leall FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Jul 29 10:14:24 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName—ovinap&ClientVersion=4.... 7/29/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map o - 9 I f .-jj '?L^^061007: j+ P+s S�iAn nd' ..a.,.m< .... ! 9010610344 901081033 1 /90t061009_ .; 90106,038 '901081027 1.90+081025 i 9010/11023 Legend 4901061000, 901081030 +/ Selected Features !901061014 _ 1 l i 7 .1C_Roads /901081017 t ! 1 Parcels-H !901081016 j 901061020 Heritage Points / 9010610 r: r 901061010 I 1 901081011 / ?7 1— ! 901081026 1i i 11,_— - ' 901661029 I — 901081022 1 901092001 06io18/ / •1 1 I ' I 901061012 �xy_1••v_ / 90106600, + 6-1012.' ! .cede Ln' ■' 9ii'.::.•_VJ5 901065002 P4605005 \ 974800006 .974600007 974600006 ,,'974600100 974600009 M.xnuu.ak.Jv..e^c'-<rc au r,G crr.w Se..cx...CAS 0 480ft FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Jul 29 10:13:51 I 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/29/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 991054009 " '' - 901064011 7 ' )> • 901054011 to r ' 90:05703 . . 901041001 �Y ��u�?, 99,95400'.5 , 1 i �,,` .l � l f t t i ''' 1l 10S4006! , J d _ "7�f00? S,aPhPnA � Q i �' ikylit 11 - rI (ai .i.-- !- ,081004 t. ICI �1081 r � 7 1.■11_ lh f 16 ^7 x901061009 rr 4Y°/ r 901061027-. 9i,'_Y _.h 99/061023 1 J Legend 901001000, .07/ootoetoao, ;J `'so Selected Features ;901081011./ f� (pow.. rf Cg� „f JCRoa Roads yy f 90i08io17 _ l� Parcels-H t ! I 1 Contours 5+0.081020{ 1 .99105(..0 Apr e:'081024 '-'�...... `� 14 FOOL Contour nV 08'0?0 � J i i _ - �•�.. + - �. !°�/ 50 Foot Contour / i - t ) /,/901061028 ( J. I fi ! 9 r r�/�. - 901002001 4 r 1 / d _•._ 901091022' t f f�. c„-�f ' /.. ..... (r / AMMO': { , 901046004',)''',/"--..J i + i ' boo % ,/, s . 991015002 r', },f ,,-.✓ pr+ ry ,/ / _ rl ! 974<�i4000051 974800006 9,4ai_t2/ 1 9+46CCC,065 974400100_. ( C 413:441 FOR INFORMATIONAL PURPOSES ONLY- .Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Jul 29 10:12:26 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/29/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map r �L-- 1 �7 • 90106/011 901W19•_• 901051011 j _ _.... t 14J ++R. 901054003 90106+1003 901042001 f 901059007 ( - ' ffff _i f � - j i 1?901091007 .' ! .--T LD - -901091004' 90109100.1 j 001061036 � / �99,a6+ao9, I / 1901081027 j 9919e1026■901081023 I Legend "9o1061009-/ 901091030 , T Selected Features 901061014 77 ,' ' ' �'e JC Roads '901081017 / ",..., + l i ParcNSfi 4•,1061016: / Soils-H 901081020' r' 901001028 901061010 + 901081011 +i 1 1 ; 901081028 (1081009 - -/1 901081029 90109280' ' 901081002 i •01. 101e, -y+ / / \ / 901061012 9010e100s -- _90+0640•2 A.,..3 f (901081006 901085002 i i, 9/4;410005 .t 9/4600008 91460000/ 974600008 .`974600100 ...lm.rordad Ir..cWw'1 CUJCi ccra ':cc:G4: 0-48.:81 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.Tue Jul 29 10:13:38 014 http://gisserver/servlet/com.e sri.e srimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/29/2014 I Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 901054009 /i' / 7 f + 9otuoxwa t o �901054001 q 901054003 90tOS4003 90t042001 l'':- 901054006 i i i''901061007 ri 5 � ______ r IN 901081034 i�1081033 901061098 J ,91081009, i / 9o1os1027+901081025;901061023 i Legend 1061009 1 901061030 ( Selected Features 081014/ - f ' JC_Roads 61017 / ��;:`l I j Parcels-H 7016 / ONR Water bodies 020 1 901061028 ■70 1 r + ■1 r� � N f li 901081028 ■ S/ ( I I No Omenann f 901061029 90109x;'/ ' 901081022 '088.1018+ _.._1� __I ,/ / I --� 801091014 '•' w'2 Aerie...__ 901 Ln ------ 901085001 -7 l I 1' 901081005 j rl 901085002 . 1 • 1 . :' 974600005 S, 974600006 ,97. 4600007 914600006 -'974800100 97460000,2 M¢a worded WJebaan Casty Central Sec GIS C 48011 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Jul 29 10:13:17 014 http://gi sserver/servlet/com.e sri.esrim ap.Esrimap'?ServiceName=ovmap&Client V ersion=4.... 7/29/2014 Map Output • Page 1 of 1 + ArcIMS HTML Viewer Map f 901059008 1/ J 901054011 ] ! ff l 901054011._ i 1 :O1054001 '% 4003 90104200' 901054003 90105 r .,064066 , ir.....4........=—.sopoft trt,NK --i---` k".., i f jil 1 J 9010610341 ) x:'001633 7f/ 9D f / ' ,1661�a 1 190t66t009. / 901; 10274'001066t025,901061023 Legend }901061000+ 90106100 r Selected Features .190106,014 p 1 '� 1 f / JC_Roads 1001061017 j 1 Parcels-11 i 101081016: I '�l�i I1 90,061048 DNR Streams 1 .�1 tows "081010 J _ / Ty5 .61011 11 1 !." 1).01).0.'5 I/ L— 901061026 + Typo.' J// Af Tyw J � ■ /j 901061006 ■ 901092::0' I� 901061022 Tyo-v2 / ., + Tyoa 1 i �/ 01110, jell ± v_�t;e•vz 901661006 / 901066001 / \s,..._A.,,e t o ,, }90106,665 ' 90,665002 f 1 j 1 i u1. ,OX 9/4t_y_'{K;5 9,4630007.' 974600008 y'974601)•.X. 914660009 11;4X;'r o:rkd 7r.cfv:u-i.w ri=.rr...,Sc":cz^.iar-ji p ■i=.1.K-0^ FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Jul 29 10:13:04 2014 http://gisserver/servlet/c om.esri.esrimap.Esrimap?ServiceN ame=ovmap&Cl ientV ersion=4.... 7/29/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Map r 901054008 + 901054011 1 901054011--.7. / 1 r R' 901054003 90/042001 901054007 t 1 054006 /+ ___. 1 _ _.. •. -•:161007 1r 1. + st01-� g I i 501001054' `• i 9010e1036.�, ii -810097 i� +` x 901061027+9010661025+1'901061023 Legend ,_•681009+ 901061030 t i Selected Features ,901061014 +0 i _• 1 � i • JC Roads .'X61061017. / '.• i / Parcels-H _Q'0610l6 ! 1� DNFi FP Stream 9010610'20 Classification :F51010• / " ,: ,. ! I F.Fen Nffine '::✓51011 I t -- j 901081026 ( • N•NeMM llat rial ?]1061006 t / __ _._.. — 1 901092001 No•Non•/,sn 0anaat Pernnnai 11 / 901061029 t 901061022 • Ns-Non./en II. 1*-Ssasone =='416? { '� s-mantoratl Snomana r i 1' 901061012 r i• � � 901061006 1 901085001 r1t • '' +,' 901061005 7+ 901085002 r i 9144({X%15 91460CC 0!9140009 9/4600908 974600100 9+4 OCO 9 e.-rkdv:. — I!orr.,Cora 3c-.uz`t� DIII•111t9?11 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Jul 29 10:12:58 2014 http://gisserver/servl et/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 7/29/2014 Map Output 4110 11) Page 1 of 1 ArcIMS HTML Viewer Map . . .• •. 4.? 106,7 Legend Selected Features JC_Roads if* Parcels-H sx:.c41.-Q2e W'Oe'024 --t'904" 14..:"C‘r L•CC• Aeve w4exyypc,5 ,+460000E 0 cbd"F._eltr,celCarrr0C,t.4 ScrvccGt Ci 48011 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Jul 29 10:17:10 2014 http://gisserver/servlet/com.esrLesrimap.Esrimap?ServiceNarne=ovmap&ClientVersion=4.... 7/29/2014 Map Output • Page 1 of 1 ArcIMS HTML Viewer Ma. 901054011 - 6 r •' • • 9o+oa3ooi 90105401t / •: j�.. , ._ �� 901054007. .:4 L.-, 4'_"C d201' 1. . 901054008 t _. __._.__.-_ Mika ' 1081007 '' r ' '' 'r 90708/036 " 9tltoBto09 901081027 9008 ue COB Legend '901081009 901081030 - Selected Features r "901081014' r 'C Roads 90 08•1017t Parcels-H 9010810'6. p _ 0 2013 Aerial Photos 901081020 901084028 90108'.024 v c2e N 4 , t—._.. r ,90109200: ` '' Jr f1. r r r ri`y..y 90'082012 r j _..----'--- A000''-n . ___ _.. .. 90•OB OCAS . ._ 7.. '' /4600006 „ 914600006 974890001 .914800008. 914600100 • Vex aoedel M Jlam Sn s Cafr Ca►/ aossGM .• FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Jul 29 10:17:01 +014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/29/2014 Map Output III • Page 1 of 1 ArcIMS HTML Viewer Map , il ii g •• .. il 90-c 5.10-•• SVO431X,' 'r.k•.44 k -FP% I 190'0543" f ., ' ..,•'-'I A.,•in■V.), rt. 1 W."05713: .1, ,i. • r' 90'054095 ) 1'1 • ..... of itt —...1 . Au, — ._.....t.,!c„,,,......_. , 1111111 i i sc,,x0Pn , -' go•m•rx.! I Ar '•b M•gC6i.013.1 t #1(. - ... ..Itt. • . •'9Q-"oe...).331 '4'..,..c,e..c.4 I 1.."- "-a.. rb, • 4 ::w,•ng•ocrg . / .,/ :,..,.,,,,,•.,.,, .....,..,025`9O'U8'C•23 Legend i Selected Features . II V 1 . .. 90'08'0'4E i i :, fi / , JC_Roads 1 ,J _ Parcels-H ,gi ........ ...______. I...'-''''--0-7.=' USGS Topos 4 S'C'08.02') ' 9C'r.k.'085' 411 r 9C 99E:02-4 p •: eve . , 90'08.7..,:0 t )11 i ■,. ....11,1',.2181:::■111 7 IF r I 9O'08-'02t3 .:::.:•r_VOr-if /17 i .1 ir i ),1 - ,•...., / i 9:'08'029. i i. 1 f 90 I UO2r-VA )1/ ' 9,"Oe•,r22 i r _ . 2 or .1 II ... -- ,J , if ...)-(A., .... X•'047SOrY r i ! '90'08.1042r t , 0 i qr ".!id /I 117 i Awie Y1 i I 11 i iji • •'(:re•X•r.) 9;•"".:C:40:-.4 I r i 91 1,,," JP . . 1 A li I . 7 97.160CrXe 9 ati ... 1 t 91:11,LX-r005 . 914ErS 9/464000/ 4r ' • kl.v.,--'se:cbc1 7:.x4er--crl Corr.Co rvs.- -eccs GO 11- 974rt 7019. 0 mmiliimilme.904.;:::" _ FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Jul 29 10:16:40 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceNarne=ovmap&ClientVersion=4.... 7/29/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map : ■ • . 291043001 •-•'------'-----..._._._.,4, --s--1 I - 901054003 901042901 t ' , 1 i I ? i 2 . 1 ti 1 / .. -134 i' /901081038 ,i , • Legend (4) got i osiehoWtoeten/90t081026/9010111023 Selected Features , / I 40.4 ' JC_Roads , Parcels-H ' i „iiiiiiw ) SMP_Shoreline 901081028 Environmental Designations / / — / 901081026 / iv I I AI"° MConaervancr 601002 . .1 M seloslaea I 1 m 1191,11,16110y l 7 , 1 901081022 / I IE. 114A um 1 1. -------- I NA -- -,- --I ■ 0 1 901081012 , D Pro.,A 9 azt Is r 901081006 0 2 901085001 i -•■' 8=1:' t I 01 Sfioret.no Rosodontia ■ ,.............Aerie Ld , 901081005 i 901085002 . A , . .gpieggagg \ 974800008 974800007 974806008 974800100 974600009 kivds avcrockvi CyJellermerlCssolty Cam*Sernos GIS pmmiNi•M■48011 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Jul 29 10:16:30 p014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/29/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map //1 1:7547://i ..-90i059011 f ' iR' 901054007 .., . 11 ' 901054008 /I/ . 80-141007.1 i t .•`..---S00121 \ / 110108103A: ' 1001035 0010111038 / 0106 100Q. / lieneelev 901081025j 901081023 Legend 1081009 901081030 1'2) Selected Features 1081014 . ' i '... JC_Reads / '''''< 201081017 -,..N., ,I / -mew Parcels-H 1901061018 / FEMA FIRMS 00i06i i 201081023 - , 1 . A 001010 i i 1081011 / / AN i 7--- I 901081026 * X500 1 1081008 / in cm. r / / 901081029 1 r ,, / 901081022 I 9'?,091018' .....j.1_--------------1 I / / i 20100,v2 90.084:6/ 901081006 / 201086001 '' 11--------\ A■1•11- / / i ' /I 901081005 / 901085002 1 I I I , / ,,, 9/46cppos • 974600006 946x)07 074e00008 „-,974660100 ,04600009 , SI,Kr.,ach-dx1,1. .., 0 ,16C•11 •FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Jul 29 10:14:36 014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/29/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map IV j . 901054009 i` ri;'�,i4:;• i 901054011 I '{k.,901054011 r ! l w - - 90'.054007 r g 901051003 r1/?Y3 li 90104200' t r I Jr w.054008 i 501061007 r 1 �'"—' / - t +r f�l� + ... 901081034 !i j■ 1 901081033' 901081636+ 1 i ■ ?, / ;990,081009 T // 1901061027 901061028 J`901081023 I Legend 901081009' ./ 901081030 1 1 r Selected Features (,901081014./ •1 1 +i it i /901061017. I ++ ! / 1i 'v' C_ 1 ,„f JC Roads / i9010610/8.� \'' ^' ii901081020 r 1' Yarcels�t i901081018/ 901091028 r ,/. / r 901081026 t! i y0•!y1•r_v_� r, iiiiii 901091029 r/ 901092001 901081022 1 1010010's NI ' ! 961ae1ot i/` 9010810099 r' 9010115001 J1 90106401 mri;,i . t 1 i 901061005 1� 901095002 7+ 1 � !+ X1 +r !ri ' 0746003.05A-,\,, 974600006 ,974600007' 974806006�i r, 9+-1600100 11.cr:..,.- J Jeaaa� 97450000e �' Carry Ceatl Bm�om GS C .15■1' FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Tue Jul 29 10:12:13 2014 http://gi sserver/servl et/com.esri.esrimap.Esrimap?Servi ceName=ovmap&ClientV ersion=4.... 7/29/2014 road Page 1 of 1 . • ADDRESS INFORMATION FOR 322 SOUTHPORT LN ROAD NUMBER. P273 ROAD NAME:SOUTHPORT LN ADDRESS:322 APT: REAL MILE POST:.32RT APPLICANT:HALL,JEANNIE A ADDRESS CREATION DATE:09/10/96 PARCEL:901081024 LEGAL:S8 T29N R1W GRID:E-4-B FIRE DIST:1 ZIP:98368 POSTAL DISTRICT:PORT TOWNSEND PLANNING AREA:5 VOTING DIST:106 CEMETERY DIST:- HOSPITAL DIST: SCHOOL DIST:50 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=P273&ADDRESS-322 7/29/2014 I m ' a° . $ ' 4 ° o ZP i p * S S e j p UN O m C n m m : = p N I f = n p w W W 0 o Z (n F— Ct 01 + °' (ML-N6Z1;/L MN) sssesz ... "•4� O No 01,6,0 I3EOd 13OOd d mssa (1) °zaz (/)0 r t3rzu (ga 0010096[6 (j)n " Ecru s e+ (n$ �n g In r g2.4.42 i,� bn 06'2 11 =i$ , 1D• m.�mY ngome O 111 iR5d6 SI e' r ! n / .E•u V Fan RI F n E� .,pa 11 $ I €� w y U1 O II �a %, w ..-.4 (n III ' i Weap I r�l °o�\o o mo m CC G n o °cif I I ':° al H' �. ^„aNq col- WI- 0 Sa Lu Lu 11 � €aa 31 �rz�n $ Wa a o0 0<i a,. °m ° \\\ aR=aa 1 1 $ a:N s = m m 5---''- w m 4' $n o°v 1`11 \ H al J n J I / :r.° �\ 1 /� a u11 "'°•+l:mid 1 (� ryes H 111,73 no t U 46r.y_ _ ---� -aim-_ °o n n 111\ \ _ zz n 1-m \ \ 81 fisi'-•1\\\ 101 A ( �O) ' IN I�f= f Jo $5d a ; ���M O IfI* l'a °,,ft b.o / S /Y'./ Et r " // W u �E ¢¢ ° E. j K I s8 (;XYl m° 111111111111ftlip E-= '/O _ I E R g m..,� r B On (M1.-N6Z-9 6/t MN) x R ii 1 N 1 $fig o ° a W F F Z {j W ° g %10,3A xx ' Z0�; Z � ON Z J O 0 m< F '- 1.:i • 20 . t 3 WZ x 61¢ °m i1.1$1¢ Z0 EN 2,G F 4 < _ W Z Z w J Z v]O § p 99' m ff � Z1 V�SOw 8 i $ry y S i vVirU$ _a gpv-r a_N F a JEFFERSON COUNTY DEPARTMENT OF COMMUNITY " DEVELOPMENT • 621 Sheridan Street,Port Townsend,WA 98368 I Web:www.co,iefferson,wa.uslcommunitvdevelooment Tel:360.379.4450 1 Fax:360.379.4451 1 Email:dcdeco.iefferson.wa.us SquareONE Resource Center I Building Permits&Inspections I Development Review I Long Range Planning August 25, 2014 GREGORY M PARKER JEANETTE M PARKER 2804 7TH ST PORT TOWNSEND WA 98368-9631 RE: SITE ADDRESS: 322 SOUTHPORT LN CASE#: BLD14-00266 Dear GREGORY M PARKER: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. Jefferson County has mapped a portion of your parcel as a geologically hazardous area. Please submit a Geotechnical report prepared by a qualified professional with a state stamp that addresses Chapter 18.22 JCC. Also, please submit a revised site plan that clarifies the proposed method of stormwater control based on the 2012 Ecology Stormwater Management Manual for Western Washington. If you have any questions regarding this information, you can contact me by phone at 360.379.4454 or by email at abausher @co.jefferson.wa.us Please submit the above information to the Department of Community Development within 90 days of the date of this letter which would be 11/2312014. 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, &uza MallJne* Department of Community Development Staff c: File \\tidemark\data\forms\F_MLT_Addlnfo_Requst.rpt 8/25/2014 9 Opp Anna_ biILDING PERMIT APPLICA•t BLD14-00266 aiJ Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00266 Received Date: 7/25/2014 SITE ADDRESS: 322 SOUTHPORT LN PORT TOWNSEND, 98368 OWNER: GREGORY M PARKER PHONE: 360-385-1082 JEANETTE M PARKER 2804 7TH ST PORT TOWNSEND WA 98368-9631 SUBDIVISION: Block: Lot: i PARCEL NUMBER: 901081024 Section: 8 Township: 29 N Range: 1VV CONTRACTOR: REALITY HOMES INC PHONE: (253)926-8515 1308 ALEXANDER AVE E STE B FIFE WA 98424 Contractor's License REALIH1984CN Expires 2/12/2015 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI NSFR W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,767 VALUATION 419,295.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: 1,767 HEAT TYPE: EEE OCCUPANCY: UNHEATED: #OF STORIES: 2 OCCUPANCY: CONST TYPE: OTHER: SHORELINE: CONST TYPE: DECKLE 550 SETBACK: BANK HEIGHT: I SEWAGE DISPOSAL: ALT WATER SYSTEM: 1 PWELL 1 I BEDROOMS: BATHROOMS: /P n/Yer f TI e Exist: 0 Exist: 0 `�C tC.� l Prop: 2 Prop: 3 Plan ckQ')1\ � ,"/) Total: 2 Total: 3 W ( 1 Routing Date: lell aCY I Li Type Amount Paid By: Date: Receipt: Approved/ Date Permit $3,267.00 SRE 07/24/14 1512822204 State Building Code $4.50 SRE 07/24/14 1512822204 Plan Check $2,123.55 SRE 07/24/14 1512822204 Potable Water Application $67.00 SRE 07/24/14 1512822204 Total: $5,462.05 Parcel Print Page 1 of 1 Parcel Number:901081024 06/19/2014 Owner Mailing Address: GREGORY M PARKER JEANE I I t M PARKER 2804 7TH ST PORT TOWNSEND WA 98368-9631 Site Address: 322 SOUTHPORT LN PORT TOWNSEND 98368-9631 Section: 8 School District: Port Townsend(50) Qtr Section: NE1/4 Fire Dist: Chimacum (1) Township: 29N Tax Status: Taxable Range: 1W Tax Code: 0111 Planning area: 98368-9631 Sub Division: Land Use Code: 9100 98368-9631 Property Description: S8 T29 R1W TAX 29 TGW 1/18TH INT IN TAX 25 &TLTX N W/E http://www.co,jefferson.wa.us/assessors/parcel/parcelprint.asp?PARCEL NO=901081024 7/25/2014 1,7-11" _ -- e-7- -. - - —---- --- '-v -- - -7-1 !,L .-1.-6...L......_ �-; 1 . — 5050LS- --- -- __ _ — -- 7 a a I NN r. kill\KI a w -- \A w te I I ,�.- ti �! � a W to N %% ( b to a 1v 1 ^ N b O .' r l � c: ti to )11'-0 3/4" h 4 4'3 1/4" - 4'-2" — J 12-5„ I I 1 t — — — 1 � I lis. -- \-I C - I I I - 1 I. . ' g 1 I I ,G I I 1 ! S I I / w t. I — -- I _'a d1 � 1- *I' ►•� — I � � . � ►.� 1 i I..) , ql �' — -- I ti --N I I I z --- I I I \ -Eil ! I I I 1 b 1 7 --- -x — I 4' C.. w I VI w I — I ; r _-- - - _- _ . rfi-- — I I w I . I I ! ! 3-0 § w 3'0"1 I i I /9 l 1 w I j C ! 1 '� I I ti ti I I ti I I ti Cr -11 1 � 1 I ti ° ti ' ,, � r m \ , ' -I-- I o O � � I 3068 I k I , N i ti ►v Or__, to k kit oQ b " I ( 4 I Q o b n N k 1 I � I I I rn w I %- w ti■ Ir,.. 1.,4 ---- - - _ I I r ' r' I I --- .. - - 53'-11" -__ • "I 1 II�II, '�m _ f Iip,,I,o o � 0 /■,■ a ���imsog -: r3Game;� .o _ A v ,■. ■III■■■�.`r.�=== �1���III m= I'II I� / I I11� � ! 29, r, U I II ��� IIIIM ����°OCR l ° ■iii. ��I■� � '�-il D D roil J� la o I11■11u�11"11111111==12ar11�_ 11111.■.. -1."111■1 m 8 1111■11■111111;�.�:�j .IIII _'�vw' _ o . .. .■ �� /1!un1_ ►___Irk' - o a< ■1111 ■ ERVAg• MI'�'..�i����l`"='-.....,�►1:. iiNti , 1 ■■ ■ININ 111 1 �/♦ ` ,,li' o 0 10/11111111•11111111111111111.11111W- _ �a nl� li I::1._ I-XI D ■li"'1■■ II■■■�■?�11■ /,:�•- 1:!•0 1111■■.-11,1 ` ►f x::10_-----$7:04411,,A;;;,.I . .' -. wIC1-- .■,' .il■►u.. N rw/v�.,'j�l-.... .1, ■1•rn�.-�rilE::�ll IIIIIIUU•.O-� . '�"-111111 HI�� \� - �11 •■■+■+r��111�1�\L■►ti, m� NII .�1111mmr stiz:._!akaircall=r, Dz co + 'w a o :Wi�llh�l\1111111`n'iral�l�Juil�el'�t.- Ilolu �°0 RI L~ 4I■ ■� NO & <A datle a armor, :2.Ini .- ►_�mpir4, ; I.RI �I L� U A �11 .�._. f li 'lu OM I • • platiBINNIMINI IM1LIh__.._ ►'���I: ■1j�■-'Z►�1=�,-u: mlli r IIII O erti .i IIIIIII it ■z� ■�� :_I_Nuruivn'-- 1 . ■ 111114!'-�0 .uo llV-W 1W.,•1 q ..■..__ 311 1■■■.•111111hT11_ S.. .i .=-11.111 ■ XI �1�n.e■ 1111 11 �lrt-: C�1111■G._1L!11■= oNm I .1`......r.■11 CA ■I ��■1■1:d1\II 41 11,i uc■urualunll ■ ! \''°I'-- w u ��iq/,1111/%,1111 ��■ 111:1111 1 '. ,ra .. . ■■■= L ni�SG11.-.1■■ �C { II v riinrli4`TII, 1111�--..I.. ��, .L■71.7n�a■:!mnnj: ::°111111 . . ..1: - ■ �� �:i z O I I I 'i41111.11 P— �,IIIUMP li�1111 Ili,--■.Ci, �� 11N- . �� IIWY% n° ° ii1�11P°"- �j111 ��,r� 1 ■■111111111►i!*T0�11I■■ I 1 �1` :r ;. C�J 'v ��,■■■ �" _■�1+ �1■L1 111■. r Lp=Q,i ;:.„_ �� r .1111. Q t♦� 11111 a l .■ •r ^ U ��.- II- 11I`�■■ 1 Il J O 1, 1 ■■■•■`11020 N W9,ti• 1 i r CJ� ■�••irn■1/Ir1dur71a. '\II:”1■1 R1: _ '=_ :� F �•� " .:. .� O .►1 _ 111.=-11■11�■ I�1iiiiourr�la,l i;nil�•ah N o l' -1''• 4 cri �Iil1U111■ maim iluom mrmarn, - 1, 1111, s ::11 1111 o .I: Irg.��:11i111� tam I in vl $1.1 �. " x" , . Jr,J ollimi■., a� I.1111�.11■_■r:404 n.. :„writ,I.■I'll ..'.. I 1 -i , .. 1 1115= ��MOILIR:-■ ■■ t V �IIIMMIII► IIIu1110 �■ 1 1 •, 11 ■ , ■■1■ . 21 Iii�2TOEalillli111�■ Alai k ` z•.P 1�. 1 �III NUIIP:;j1. v"■ � _2.. D .44111111111 Ilrie. t N.ZJ Ink- c,.,0 1 0 1• 1 �. r o " ■�[It LLI�i111• II .� u■-.w, 1 ■1 III ■111 ■11 11111 1nI11 O d 1i►ti'11111,1 111111 II III II■:(■11� c 1' 1 2 +..■1111�111�11111 1111 r,n � •. : :If• I. 1- 11�r-..,.l!•' m 0 CO D0 yy m c) i I O r m m Z SR 2p IIr I , 'I I 1 o° Zm -A Pi O N ,„„„,,„,O.. x .y � 'm O O O m m o m~ W A G -{ A C1 , O ,2 J OD O O _ O z z A m II `4 10 O I.-4 N .,, mw• A m m- A 11 J D> m m BC > D ,r, rZi o m ~ i Dm 0 (}r A CO m0 III bill.III'x lnpIm 01 x Z CO A m A mo 11111 01I m 1 co > 1 A4- x 0 o F, O +^ TITLE: DRAINAGE PLAN FOR PARKER SINGLE FAMILY RESIDENCE pad S m m m I- .3 F VICINTIY MAP m w� q l zo m TOyt^ -0.. C\.1 � N A O Al D cWn C Iv Iv 'N, O I -NI- ....`I" F ?� N I O I i CLIENT: CA ENOVIC & 301 EAST 6TH ST. SUITE 1 ZC/O pyc)=CO? m �' Greg & Jeanette Parker ENOVIC (k PORT ANGELES, WA 98362 I, N �` 2804 7th Street ASSOCIATES PHONE: (360) 417-0501 Port Townsend, WA 98368 INCORPORATED EMAIL: ZENOVICOZENOVIC.NET 2 ii 0I jp;:',111111, �V �� A D �`�, � ,...,, 1 _ _ --- / 0 -� I N .." x., -0 0 0 ,... \X, u z �. N„, �.—1,)1,--7---1__� a ��� liuiT TT4E:pJ " ' N me by �� mV1- G G .. l7 �� ?84 \ � m0 X\� w��..., �\ \,? Q �z X X --.. \.......... \ Al�-j`A {p \ O O CA x....29 ,� ,ti z \ 4- 44 S p X\ ` \,-. \,` •_..,.., .� 6\ .o O :s, zm ;tom X� \.. c;' IIIIull 13 ..� • Z_m 9 X\X� ■ \ D X\ \ S .17-I-\"- , ---- CD II 2 1 ITI =-r GI z a � \ I .0.-13 \ ii N z IR 4 m z N\ t0 N m v � "�.. 4Nj -\ \J; 1 vyl�0 _ 5 ail ��� 11 m IA _ 1 n V 1' x LID I �' �. -\ z C/ l =,..�. '.1 O n I I` 1 .� \ ) / 1 m 1 I co Z Z (\ A�� o '-.. --"- 0 / \ \ f . 1 ,1 \ �' II O 1-rf Via a�I \ / O 11 Z / / IIQ I 1 m m I Ln m 1 / z �� ���A � / V 11 tJ 1 i z ��1 / ., D s.Q• I 11 \ A \\ 11 / / A O .•/ I t�l' D 11 / / 0 rm I ,o.l ■ . 1 i \� °� AIN / v:.. -�� Z \ / / -(/ ] / \L I . I �1� � v / / E / .■•'- i / i / 6% 4 9 r xA \ dE r</''i�r- I 11 7 1 I I / \ 1 ,4 t K v r .R I \ 1 .I l I ti 1 \ . o In \ \ > f :'J r a / pmo"0o O f I I I -2973 / I I y z ■ KDST 0 I I I Z I � I - ' ' / 1 >0") > mtI I x to I f � 11 .>„...,,,,.., _, o i . C7 m �' / OI Dn o ozpm G , i • rid f-nn�CO I' i I 1 I Z / D/ I 1 = C 1 z D �z N / ( ' I . /' x =mZOD m m -0 N m m C to -0 N BOA>O X X XI M r % o ! WU p L-7CI� i / py F 1 / D O G A A c A m D r N N v / / 1! / ,� M _ D D< o 5 3 m m m 0 m 0 / ti. G \.. I cp D r 1 m r Z O 3 Z \ a / u k / Z3m➢ D r m m D D 9 e' �'' iiii: ` -- r m DD 01 O m 0 0 r A by / �.e3x;, y `�� 1 m Z f 0 V r lrxy;ly,Y \ fir' m m n -0 ') V' I CO C 0 Fi ' I X I f L ...g ;y i A i I 0 0 0 o TITLE: DRAINAGE PLAN FOR PARKER SINGLE FAMILY RESIDENCE x S m m r D - '> ST„TF Ay o - (0 DRAINAGE PLAN O N W zr. Z T; 1LI, CD ii A a m:. n � Np O) W _ p -- CA N cn 'O� S�P N I O O CLIENT: ENOVIC 9 301 EAST 6TH ST. SUITE 1 y 2G� O - 0.-- m Greg & Jeanette Parker AT ES PORT ANGELES, WA 08362 '\ 2FFR Not �c 2804 7th Street A ��OCIA 1 EJ PHONE: (360) 417-0501 Port Townsend, WA 98368 ri '✓ FAX (360) 417-0514 INCORPORATED EMAIL: ZENOVICOZENOVIC.NET N X , N Z °O ■ 0 m I 0 rn M m 0A c x m<U ODA W OOZ ZD� 9 D® °rr 4) OD mM � _-In� � Z nzZ � oAnrn _ c Amman" m0 4r)4 0z0 DmI 35' Zc cci< •a 2- -i O rA-i f,] DA DO OZC� Z (4,)2 0°(1)>= 0_ z? A nz 3? nD O; (/'Zm� m�41n�44 ua��x�u���4u4. 1u��� �n� -< -I>S N A m z ?D Au Z Z Z MO D o- OC G) c)13 err- c-i n DA DA z Mqm E-11 y -0 1z m0 Om-rD O 00z 00 0 > r .(' •'_ 1.1� Am �D�m m z0 0T ZAI- • D _ Ill �--n{{' 5J F' m °° m< Dc's Z r, , Ap CN mD Z OZ DC �O A n- �m ZO .6 �Z rF Op �? Z CN Cr( D D c AA m O A� Om� r D'' Z la n m ?rD ° ° mpn O On r m a DDr D (D/) AD z� D y ZA Z O D -.< A OO (A T©D O z _ \_ A -iA 0 A nzm n zA Dm Ur D m D x 1./) °(n z cn z A O Orm �A,r mCl Z ZDO = cI, am C Z ° n rm�lA 0 0 m0> E ,- �0 °r CI G) '9 nn <D m m 0 y C r d r0*r - D 'CO' m < Co M c➢Z m ND >m 'b N 7 o o Z Am A -1 /) Z r z C�1 > < m o (O mcn- A A v n z co OA m A �D m°CA m m p A-0Z m Z � =O m m >O 0 r)-I Z Dm AA Mmm m >Z x D A� m 0 ° i A 0A A K m c O n PI w ov > ° < °0� m z mA z0 0 z 0- A m D'_r 0-4 V)�A N AN Z CO mZ3 A Utr rOr1Z C] mAO a oA om AO m A Dm CO mi) n 0 0 0 0 ]C �o j -TIITI o A L -1T—I o A� 7 2" T—III-I I in m c 1 �r�:rw L� ON G7 'I I�I� 7' C m �fJ n 6" MIN. o L c A m a . N . Mi m > _rn In AX '-raD ADD n�A(/!m DmNy Dn AOA � ZD C] D W N AA r--ID° �-r- rr- C)-A O� r 0ZD_ D r O m o 0 O 12"MIN. AA Aon MM ZA0zd OmDX° N �A.A n )m 0 mD y) A m z mm-0-20 m nm-, r Q Z1- 0 I D?r o AN 7]z -KO O-N. 0 -0Z��� mOC m0 �0 Nm > I Ar 0u) °D� ��N C°myG) -I A m�=°n p°p m° y A� -IL �� mr�A -< AOAFDC Mn-16-112c0 OZmzZ Azz n .,f<rl Am VIII-I —ITI Amm OZ f�*l�n Zr [,rAr�*mD 00u)A mZ mr t 0000 -III11 III I�IIIII :0: �p yW��AO o- 0I> AZ~ Z=o r.� D- 0 0 mCCr rC<A 00 ZN�- mO vZ =� M 0 0 x�I film <m<mr� o-I m !4Zm• ymm r > D zm> ?D T zr DOmn �.Zm10 4 m> y A Z pDr wo n0 AN m p 0 me 7-. --1_. c rm m ASmy AD c) z0A w A A m Zm P1 Ph rmi OA-N-I- c�+cm O 0 0 m7A 7,= �Drr�m poAm FO2= zmx 0 m0 D mZIA° D mm rr��D ozD .. A nm CrC NONp °_i00 r°mI- minr A 0x2 =mZ mK zNm zm Zmm $z0 maim Nmm* la Ar0 z DS 1- m O CO-10 n 0m 0 Zvm ME 0NrZ ZNZ(_) DaFN NO v 0N ^ JD mA -I O K m ODpi: �D °cmA V) z nn _z ° m O mu) 1->M -‹ 0 > -i 00170 Oc Om 00- zA oK° CO r 0�Z0 Nm1m M Om 3-1 m m� o0Z m AorM* A �p -Izm mm 0 r m°-00 0000 D mmm-I Az m0m> 0OZ V)-0 mD 12" MIN. 2' MIN. m>o y< .-0r(* rn P1 0 cr9 �o (n v, )>A ml AD �WmO ZDAC mp(nD DM 0 � > m0 mz SA< �ZOn mz ZN Z? r mm I ttJLiJ mm NA[n °° DO D > ° 0 Dz z m m -�� N 0 r z <P1 0 0 0 -1 0-A = -n 0 m O z r N 0 _ m m O z z 410 .a. D VA m 0 m m m A m N m I m m o N < > am• oa 0 cn ° II .� •.*.� � ovz — (DJ/ r • ••••••••4 -i n VD)Z O In O° r m Om *��•�� 2 • O °z O N --7 Cl -1 X -II •i •iiii ° =m m 4" m> - � _ ._. i•�•�:•••••� A X -r O D Z IN, A y0 D X ED_ _� 1-3 A Z�'~ I �•• It:••� m D N `G nn m z T`N .__J�El I zxm m .• .•�P�••❖• co_m N C T Z I-- A A Z III ' O• • 1 0 D x - ∎J•i a 6414:44a1 ° o n z Jtcirii iii�••i . 4'4 o I n i.•' 4 pI 24 MIN. ."t a L n • 0z z m z A =S 9 C'7 m n<mnmm m A v o AlAw.��l.! -m 0 o C TITLE: DRAINAGE PLAN FOR PARK ER SINGLE FAMILY RESIDENCE m °�a■ S S' co m mzm NOTES & DETAILS O z N C,4 ti IV 0 N &.) w i AF Z N O n CLIENT: ENOVIC & 301 EAST 6TH ST. SUITE 1 ' O $ M1 {' PORT ANGELES, WA 98362 c ° o r- Greg & Jeanette Porker tiFFR N°y 7�r m 2804 7th Street Z ASSOCIATES PHONE: (360) 417-0501 Port Townsend, WA 98368 FAX: (360) 417-0514 INCORPORATED EMAIL: ZENOVICOZENOVIC.NET • • Jefferson County Building Division Permit Number: BLD14-00266 Applicant: PARKER 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 S• etbacks 1'--11- 15 E• rosion Control 9/2.4//5 F• oundation Footing , _i-15 `W - 0% ,X.Z 1),6----- F• ooting Drains 02 v -1 S F• oundation Stem Wall 1,7&•- Underground Plumbing f �,� I U• nder Floor Framing tyA S• traps(hold downs) Ext.Shear Wall Nailing zi[14? /5..... ir_____ Rough-in Plumbing 51fIS �r✓ F• raming B• locking 4A A• irseal , l l I S 9 Insulation:Walls 1 g (5-- R Insulation: Floors 2-fi6i't5 �G ,,d P_1° Ate' Insulation:Ceiling 04-11S ` -- Int.Shear Wall Nailing 4, z h6 Z C. . W• allboard Nailing 7l g I� G• as Line: Interior 1111 I ltG• as Line: Exterior P• ropane Tank pp Heat/Chimney Clearance s Mechanical Systems /Ly !$ D• uct Test Cert Blower Airtight Test el/Z4/r,6 0 S• moke&CO ill1 j 6 Drywell/Alt Drainage ai.Z� ) Address Posted �q/l 6 Water Meter Inspection 9/24,,b5 Septic System Finaled A final inspection will not be scheduled until 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 9/i°41I 6 f Ok — /X) FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD14-00266 1.) The project is located within WRIA 17 and thus is subject to compliance with the WA State Department of Ecology In-Stream Flow Rule for that region. The parcel is located within the_Quimper sub-basin in a designated Coastal Management Area; as such, state regulations require the following: 1. INSTALLATION OF A WATER METER, MEETING DEPARTMENT OF ECOLOGY SPECIFICATIONS, IS REQUIRED FOR ALL NEW USES THROUGHOUT THE WATERSHED. (WAC 173-517-180). BROCHURES WITH SPECIFICATIONS ARE ENCLOSED WITH THE PERMIT. Refer to enclosed documents for more INFORMATION; see Ecology web site at http://www.ecy.wa.gov/programs/wr/instream-flows/quilsnowbasin.html or contact Ecology at 360-407-6300. 2.) 10' minimum separation required between the water line and any onsite sewage system components including sewage transport lines. 3.) This building approval accounts for 240 GPD of septic system capacity, as designed and approved SEP95-101 is sized for only one single family residence. It is not sized for an Accessory Dwelling Unit (ADU). The minimum daily design flow per residence is 240 GPD. 4.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 5.) This approval is for a new single family residence building permit only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 6.) The revised site plan as submitted with the new single family residence building application on October 2, 2014 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated October 2, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 7.) 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. 8.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. • 9.) VOLUNTARY MEASURES OF COASTAL&AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three(3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 10.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 11.) Jefferson County has determined that the use of real property for agriculture and forestry operations is a high priority and favored use in the county. The county will not consider to be a nuisance those inconveniences or discomforts arising from such operations, if such operations are consistent with commonly accepted best management practices in compliance with local, state, and federal laws. If your real property includes or is within five hundred (500)feet of real property designated as Rural Residential 1:10 or 1:20, Rural Industrial, Rural Commercial, Agriculture, or Forestry, you may be subject to inconveniences or discomforts arising from such farming and forestry operations, including but not limited to noise, tree removal, odors,flies, fumes, dust, smoke, the operation of farm and forestry machinery during any 24-hour period, the storage and disposal or manure, and the application of permitted fertilizers and permitted pesticides. One or more of these inconveniences may occur as a result of agricultural and forestry operations which are in conformance with existing laws and regulations. 12.) An engineered stormwater management plan was submitted on October 2, 2014. 13.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. 14.) AWB 1\tidemark\datalforms\F_BLD_Permit_Bldg.rpt 10/9/2014 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00266 Received Date: 7/25/2014 SITE ADDRESS: 322 SOUTHPORT LN Issue Date 10/9/2014 PORT TOWNSEND, 98368 Expiration Date 10/9/2015 OWNER: GREGORY M PARKER PHONE: 360-385-1082 JEANETTE M PARKER 2804 7TH ST PORT TOWNSEND WA 98368-9631 SUBDIVISION: Block: Lot: PARCEL NUMBER: 901081024 Section: 8 Township: 29 N Range: 1V1 CONTRACTOR: REALITY HOMES INC PHONE: (253)926-8515 1308 ALEXANDER AVE E STE B FIFE WA 98424 Contractor's License REALIH1984CN Expires 2/12/2015 PROJECT DESCRIPTION: NSFR W/ ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,767 VALUATION 419,295.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2012 HEAT BASE: 1,767 HEAT TYPE: EEE OCCUPANCY: UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: DECKLE 550 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 1PWELL Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $3,267.00 SRE 07/24/14 151282 Exist: 0 Exist: 0 State Building Code $4.50 SRE 07/24/14 151282 Prop: 2 Prop: 3 Plan Check $2,123.55 SRE 07/24/14 151282 Total: 2 Total: 3 Potable Water Application $67.00 SRE 07/24/14 151282 Total: $5,462.05 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED Jefferson County DCD Building Division Correction Notice PERMIT NUMBER OWNER JOB LOCATION - Inspection of this structure has found the following violations: You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date �' Z Inspector BUILDING DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE