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BLD2014-00447
• BUILDING PERMIT APPLICAON BLD14-00447 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00447 Received Date: 11/26/2014 SITE ADDRESS: 60 MAPLE DR PORT TOWNSEND, 98368 OWNER: LARRY DAVIS PHONE: 951-928-0280 60 MAPLE DR PORT TOWNSEND WA 98368 9408 SUBDIVISION: Block: Lot: 18 PARCEL NUMBER: 940800018 Section: 13 Township: 30 N Range: 2N CONTRACTOR: JOSHUA WASHBURN PHONE: 360-618-3190 815W FIR ST SEQUIM WA 98382 Contractor's License HANDYMP863CR Expires 11/25/2015 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW CARPORT//6„v;S1•0,1 �G(vy�- c- -v p',✓ 4 UCJ -' Gar 7 c_i SEP07-00037 , �, 1^c.,� rw 0L01,4 b • TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 8,901.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: OTHER: CONST TYPE: SHORELINE: CONST TYPE: DECRKAGE' 288 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: - (ae 4-17 v/i BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $146.00 SRE 11/26/14 153916 Plan Check $94.90 SRE 11/26/14 153916 APPROVED State Building Code $4.50 SRE 11/26/14 153916 Total: $245.40 DEC 3 0 2014 Jefferson County DCC \\tidemark\datal forms\F_BLD_App_Bld.rpt 11/26/2014 sON ror DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 I Fax:360.379.4451 Web:www.co.jefferson.wa.uslcommunitydevelopment -9s it N ��� E-mail: dcd(N,co.jefferson.wa.us C CERTIFICATE OF OCCUPANCY PERMIT #: BLD14-00447 APPLICANT: LARRY DAVIS PHONE: 951-928-0280 60 MAPLE DR PORT TOWNSEND WA 98368 SITE ADDRESS: 60 MAPLE DR Issue Date: 04/30/2015 PORT TOWNSEND, 98368 Final Date: 5/14/2015 SUBDIVISION: 9408 - CAPE GEORGE VILLAGE#4 Block: Lot: 18 PARCEL NUMBER: 940800018 Section: 13 Township: 30 N Range: 2W PROJECT DESCRIPTION: NEW CARPORT - NO HEATING OR PLUMBING SEP07-00037 4/3U/2015 REVialON: CARPORT IS ENL.LOSED, now permitted as GARAGE. THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 5/14/2015 \\tidemark\data\forms\F_B LD_Occupa ncy.rpt 6/25/2015 • tk\A „si • STRUCTURAL DESIGN CALCULATIONS for POLE BARN CARPORT at 60 MAPLE DRIVE (Cape George) !1 1' n v E r Port Townsend, WA 98368 (7 pages total including this cover) NOV 2 6 201411 prepared for: , ',�aill !IV Df_!'ELTMENT Larry & Trish Davis JEFFERSON COUNTY DCD 500 San Mateo Circle BUILDING PLAN REVIEW Hemet, CA 92543 c/o Joshua Washburn CI APPROVED AS SUBMITTED General Contractor 360 618-3190 APPROVED AS NOTED washburn3791@gmail.com REVIEWED FOR CODE COMPLIANCE ❑ REJECTED prepared by: Dater1tZf\ L(J\ Reviewer Harold T Andersen, PE QUADRA ENGINEERING, SP PO Box 2094 1630 Walnut Street REVISED date. vl-(f-4 Port Townsend, WA 98368 360 379-9117 NCT:GE: Pignut are approved e:rc-piing 360 460-7311 any crtora or arrtiss4c ata• Ail work must htandersen @q.com parrs inspection in conformance wlh ail applicable codes and regaiaticnx. 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PROPOSED CARPORT \•-\r �` '0\ t7JJJ Jc f /h 130 , �, c �? itoicia o. fifi 1\1 ,7'W-A ,_Q r : a LOT 18 \�\'6.�� ' 1:71/APN 940 800 018 i It/ 4 \l . °\ EXISTING WORKSHOP SITE PLAN POLE BUILDING GARAGE FOR LARRY & TRISHA DAVIS 60 MAPLE DRIVE-CAPE GEORGE PORT TOWNSEND, WA 98368 LOTS 18 & 19 500 SAN MATEO CIRCLE ',. i tZJI°'_,� CAPE GEORGE VILLAGE HEMET, CA 92543 a. �',a11. ! + .-ii .1¢- DIVISION 4 C/O JOSH WASHBURN 0 �M ,94,,,,-, APN 940 800 018& HANDY MAN CONSTRUCTION U ♦ \,-ice APN 940 800 01 9 ' of piii.'t \TP (360) 618-3190 � ',-.',‘\� c r ,, LLI zt 12V--clL1Ttri, t = • 1,0- Wr J ii♦ h C\\\ 233472/4 3'SSiCf�L-- \4 s . . --_ . / 18'-0" / 9'-0" / 9'-0" / I W tzt x e 67 O o II 0 1 o co O * D '� C CO o m * Z D D r Z , r . D I Z I cn D D w co ^' ca x II n 0- -0 O -0 O D0 o0 r O c� O DJ -0 H m / -� m DJ ., = N 2 l OJ I m iiiii I L -J Z x CD . /--/ o 0 a M x m m N O ra O 0 ?1 O Z Z wil ' 00 � 0o D A Cul ill illimmi iiiii . N n ill 6" m 18" 6" m u J N 11 111111 i.\-1 18" 0 I I m i — 4t 1 4'-0" III _ 0 o EMBED II Z O z I m 0 O DJ n o m m l C. oxi cn 4.11, ,, t• ∎,, -1 < m i Harold T. Andersen, PE 360 379 9117 Owners: Contractor: m - m , o= o - ,`°e a � Quadra Engineering, SP CELL 360 460 7311 Josh Washburn F 2 Larry & Trisha Davis 1630 Walnut Street, PO Box 2094 60 Maple Drive (360) 618-3190 Oj 1 5'� "r 2.3. 7 0 0 ;;P'(; yl Port Townsend, WA 98368 CAPE GEORGE washburn3791 @gmail.com A N a"�` htandersen @q.com Port Townsend, WA 98368 1.-- IR g tl, ::::::ioo I I( ... LI Li V 1'-6" 1'-6" OH � 18.-0" /OH/ / 1 / \ 1 \ 6 TWOD X n � 00 CA I M Dm pm -mim mz 71 D 0 O r —i m O I F y N —n —n Xi 1 x O 1 \ 1 4 E Z 0 I \ GO L— CD CJ nm / m , 17 0m re m- m \ , s cil Z X 1 0\_, cn (D mrn N Wrn 0o m Dx x x x m0 z _ a =0 rn mp -zlmm 0 .prn II m �R Om M m � O _ 0 C C H y n D co co D 2 -0 I n m —I C7 000 ( Z m Go z in 0 z cn u) cn i N - O (0 O v O) 0) :p W N — N—I •CO W ccoo o D o D o D 0 m T xj o - o - - 5D253 'O N D o g 7 O 0 C) , C - C O 3 (D - N co Q O (_D E) C) A7 N • O O (O o m N = N w O O 0 - N O 7 N co 0 S cQ Q E C mo w w = = c0i _ w co w m 0 II c) o x. 3 3 °' 0 0- w w N -, r o o 3 z coo. y m- D) w m Z m Z cn H N N R) O 0- w =:w I a m G -3 m - m Cl) CD CO > Cr) a() 6 c o w (D r .. -O S Q N P1 .p D (D_6 co D W n o c N o ° — m .� c m w G CD Q o ` 3 c -, c- -0 -� -.) S °_ o O Q =CD o = m j I,r� Q W N N N C N 0 -''a * -0 O CD - -O a- O 5 (OA A4 (On rn 1 = y 3 Cl)3 m Q— (n ' -' N (D X. G O O Ifl O 61 Cl-fl1iJ1fl 7 N N n cr a N o z __ IJ ll� 7 N • W co O �_ (D• 0 _ r a O N O 0- CD (1 Ar !a. 4 - 0 m = '�' 1,•,A Owners: Contractor: -1 < m Fs , " Harold T. Andersen, PE 360 379 9117 m m 'a�N "`` ���� Quadra Engineering, SP CELL 360 460 7311 Larry & Trisha Davis Josh Washburn 1 1630 Walnut Street, PO Box 2094 60 Maple Drive (360) 618-3190 N N N .. A N ; 0 =, ,RFsj e q Port Townsend, WA 98368 CAPE GEORGE washburn3791 @gmail.com N 0 '`.?awe htandersen @q.com Port Townsend, WA 98368 FILE COPY . . -n a cn o 0 D x 1 0 W C ° 0 00 I— m IT] z 7 C O f O m c" cn m D co R JJ E co D cn z 0 2 O Z O z Z m D M 0 x c u) O `) . z . r_ � v� _ Ui = o - 70 r— k� M CO ;,n ? Cn Z "11 _ � II 1 v f^ J O m + v 0 z Z m f 24 C/) --I C MIN TYP 1 D 11 o ° 1 m DDO N.) Dx FR 0 , O , II - � �� O v - O Z H pC m � cn ., HN m Q rn m u) m O O o z On 11/ 1 0 • 2o, l* 14- Owners: Contractor:<m m= r n �.+ ,1 "' arold T. Andersen, PE 360 379 9117 m — m o o 9 (1-- ` ���`. Quadra Engineering, SP CELL 360 460 7311 Josh Washburn T ;_ - u' Larry & Trisha Davis •o N w Q ' `% 1630 Walnut Street, PO Box 2094 60 Maple Drive p (360) 618-3190 0 0 0 `°z RF�i3 � Port Townsend, WA 98368 CAPE GEORGE Z.' N °' .a:"` " htandersen @q.com Port Townsend, WA 98368 washburn3791�gmail.com FIt,.E COPY • . • • o . 1 1 OD ND• • 70 x . Dcr, Z = 00 n O x rn P DM 0 Z CO ►= O0_ Z O M m 0 MI K O---- z co mm '� •* F i D w 0 0 C N co r m >� W I m e C) cn N ri ti Z C) °° o C) a, x z cn z w m 1313 -0 N r; ... n 4f1 77 rb 0 11 ,. O 1� m p r R .. m m HN• x I� v p) H z CO M• r z 0 N G) O --- x y T7 " 0 cn r O m / n v ' c I xi z cn o -= x f a) 0 I 0 / 3,-0n / cn 4'-0" 6" / / / V-0" / 0 73 CD m �. "r I,a Owners: Contractor: m — m N ,„••, Harold T. Andersen, PE 360 379 9117 o #. �Pr . Quadra Engineering, SP CELL 360 460 7311 Larr Josh Washburn �' 1630 Walnut Street, PO Box 2094 Y & Davis o N .P' ` q 60 Maple Drive (360) 618-3190 i I-% 0 '°.,' � , : Port Townsend, WA 98368 CAPE GEORGE washburn3791 @gmail.com A 1,..) ,...,, htandersen @q.com Port Townsend, WA 98368 I ILE COPS . • . a ig/ 0 0 X — _ Z M i M of C . D n i m � Hw �` R �� m • * o O' • • ' CA Z • mo • — � � cn Ca ., IL A - - - � 0 a o o co 0 0 • • • • • 0M M Om v N (0X —mi °o D *N IV IT7N -0 IV N 4 r �W Z) > X DX i.► � A * =co m o O ►. 0> W8 co — v m r 1 � 1 r C I (1 O * ° ° mm = m 0. m O cDnW 0) 1 —I 1 20 +'_ D a A a -1 mH p m mm O y mx II DJ C7 Cn O 0 N �X D mF (I) .1.1- ir, •■•■............r.10 lii -� N ic. ` Q Cnn) � D1 c ': rn -ox Omo r;:� n j� nu) nmDJ ?J " `" � fzll D �c o7- =J r nN � ��5 * 1p s L z_ J.171 co > 7J z m cn -0 _ 0 e,, Dzi eL _1 , tu• td - a m = �'�.04 ¢', `4 Owners: Contractor: -I < m �<w,� . !� ?.. Harold T. Andersen, PE 360 379 9117 mom A•�� • 'F�.. 1 0 ;= � � :_ Quadra Engineering, SP CELL 360 460 7311 Larry & Trisha Davis Josh Washburn Cj N cn 1630 Walnut Street, PO Box 2094 60 Maple Drive N 1 O �Q RF23347_cA ¢r° P (360) 618-3190 0 o m ,,4 F ."r Port Townsend, WA 98368 CAPE GEORGE washburn3791 @gmail.com `""` htandersen @q.com Port Townsend, WA 98368 FILE COPY y a t / w ---- —\r"--- c Z r m n m m co 0 N 70 r D ®0 ° 0 --I i m di M d m O Cr Cr m —I D O D co F o N o co I'D W J N. o - 0 o w --I G-1 w\ 1 0:1_6_ AI 0 * o_ D r? 0 � D 0, o co * Ooh O C • °o`° r x —I co Co m O�D ao co co m Z m 70 c co cn mw OWZ O M. D m m O i • G? P m r X 1 -p C'.2 1 r D Z m r $ m m m p co A r 0-, m D cn m 4 o —1 m x d m Cr W CI m D 4>" r' o F w� \ \ w o co d aT c J J ii ii \ J ------\ A 1-> 1 0 = ;; j' >m 2 V O O-I r m cn a m ,c 0 ". ., . .. '4 Harold T. Andersen, PE 360 379 9117 Owners: Contractor:r � m vLI ` ° cf :4� Quadra Engineering, SP CELL 360 460 7311 Josh Washburn _'_ ,y e A Larry & Trisha Davis ,;, N = 1630 Walnut Street, PO Box 2094 60 Maple Drive (360) 618-3190 0 0 0 ,IV&Gz3 / ;` Port Townsend, WA 98368 CAPE GEORGE A N ` r 4L, htandersen @q.com Port Townsend, WA 98368 washburn3791@gmail.com FILE COP 4 QUADRA ENGINEERING, SP 1630 WALNUT STREET P.O. Box 2094 PORT TOWNSEND, WA 98368 ' (360) 379-9117; (360) 460-7311 cell htandersen @q.com ENGINEERING, SP April 27, 2015 Mary Blain Plans Examiner Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Dear Ms Blain: This is about the carport/ garage, BLD 2014-00447, at 60 Maple Drive in Cape George. As you know, this project was originally a carport with the house side and the front open and with walls on the back and street side. During construction the contractor/ owner decided to install and overhead door on the front. As I understand, this change makes the structure a garage and not a carport. Therefore, Code requires this structure to have four walls and a one hour fire separation from the adjacent house. The contractor recognizes this requirement and had installed 5/8" GWB on the two walls existing when I inspected three weeks ago. He now needs to install a wall adjacent to the house with this same 5/8" GWB on the wall and on the ceiling. He also needs to show that the overhead door is one-hour fire rated. I have discussed this requirement with Josh Washburn, the contractor, and I have done revisions to our original plans that show this additional work. I believe Mr Washburn will complete this construction but first, he needs the County to approve this change. So, please review this letter and the attached plans and provide a revised building permit, if applicable. Thank you. R spec fully: Harold Andersen, PE cc: Josh Washburn NOTE:Site dimensions are from a septic system design plan prepared by Michael S Deeney,Creative Design Solutions;approved by Jefferson County on August 29, 2014;and from Information provided by the contractor, Joshua Washburn. \ \_, .,.... .......... A30.15.------- \ :`o \ N \ LOT 19 APN 940 800 019 \ Scale 1"=30.0'+/- \ EXISTING SEPTIC \ THIS AREA / \ f/ \ \ °o\ PROPOSED CARPORT \ o` \ 1.3(11.---- 0- "E.P.; 20.. \ \ r 0" 2y-0 voo \` LOT 18 ' ' ' 4/ ,\6'� `:, APN 940 �� , °o. EXISTING I / \\ WORKSHOP moo \ - ..3°- SITE PLAN \ -'' POLE BUILDING GARAGE \ FOR LARRY & TRISHA DAVIS \%.--- 60 MAPLE DRIVE-CAPE GEORGE PORT TOWNSEND, WA 98368 LOTS 18 & 19 500 SAN MATEO CIRCLE CAPE GEORGE VILLAGE HEMET, CA 92543 DIVISION 4 C/O JOSH WASHBURN APN 940 800 018& HANDY MAN CONSTRUCTION APN 940 800 019 Ci (360) 618-3190 pp � REVISED 12-10-14 4. i REVISED 04-26-15 i 1 • / 1 8'-0" / / 9'-0" / 9'-0" / I '- 1 1J ■,,,I 4 02 0) .p--:-------------- :'1 D3 m o Z 0 M m _ _ C I JO 0 * CO C/) o 90 I Z > o 0 W D 0 I � � 1- m F1 / D z � x. o ° 02 0 O Z I Ilk D \\ Z N �D Sao �D 0 ai aT N A $ m DJ 01 m OD u 0O d0 00 -• z^ ° VJ O. m D —DI m H 0 r n o m z H m Do 33 m 0, z x 0) � m o Cn Tv-Cn co /7/ O m O m 4" o /^C)) 0 —I 4" - C) „ _ O o F 0 * O o n Z Z ►0 r m 7 C D >v °m 1 I CO v. \N) . v 13 t:i a D NZO T P Q o .1 v 1 ca co (1 18" 6" m /6./ x 1 6" 0 8 / 18" / 0 1N r t 11 � N 6. a 4'-0"EMBED = w - z c -ai '----fiN'' - -i z 9, N. i 1:9 'll 14 1Z: (7) ate ` ❑ ❑ i o 0 w Ill;,�m rn 'o 'v C � i ED_ I,� �- < '60 I 91 O " Owners: Contractor: L CI m co m r`„' .1f:•. "' Harold T. Ander n, PE = ,. m m °4. ,- Quadra Enginee ng, SP QUELL 60 1 • Larry & Trisha Davis Josh Washburn = , _= 1630 Walnut r: t, PO BA 24 < .` Maple • ve -s 233 m 1 0 ' 'F.z ' o' i t T d, �,,A 98368 0 2 0 lor P G ■ A 8 ashb r m I.co A t d tte - - t ow ` � 1'-6" 18'-0„ 1'-6„ /OH/ /OH Oi / / N, 2 6 Tssim D 0 , ,T, Z 0, cn omm Dm mT XI --I om m m O IW D 0 71 N 1','11 I Ix' O- E \ NI 11 I 5303 um n m c) l— m � z 13 om I— I -mi m D Z _. A F- z m o o Fr; mrn i N WO c-) CI m 1 Dx x x x m0 z a 00, x Cn mo � W O Prn N r W ii mm m D � 7mom m m� r pD ? � W H —I 00 O D c C Do o� I D W m m -- n x z D m O m z m 0 z m m m m m co : co N -6 CC) OD :s4 O U) A W N 7`O 3 = w o0 o D n D 7 D w o w C -o (n o 0 S E -6 N n n 7 < a 3 C co o— o o. a ° coo a u":1") C O S o -.Cy W •.. a . 3 7 u) „R° r_ o m m CD wc c o — w o o m Co = C 0 o w m = N w 3 = co a - MI 3 r 0 3 C ' D N N R1 N S N D N m m po N N Z O mp• C "o N N --I ) N� 2w - m sm> as ma 2 . . i m w m w a Cr co D ADO_o o- 0 o w = Q a m I No amm 3 -o w m * so m s — o . m m m o 0- o c M D) n N o 2) i,--4• c = n C N c co Q- ° `C co z c j C °- 'o N n. Cn a o. co 7 S o 2) - • w o 5 oG - ai 0. co 0 (0- . 7'a /' -0 N -. 2, -0 o' N N -o o- w 3 3 3 C>� 0) = e a y Q N µO2 N N x C . o Cp O N cn CD • 3. m a _ W a Q o o • N N CD N Cv 3 0 coo a ill: co o c c) fl- A) (0 - o (0 a= 3 -1 c N A) D) co C7 . O A) 3 < 6 CD (a 0. Q CS S•N N n N -UN) N • N m i a (-0 a v CD N •N up o _ i ' I- v) O N 0 CS CD CD °n 'm° _ ,11;,....e •21�A. Owners: Contractor: r ' - Harold T. Andersen, PE 360 379 9117 m N El o�'�d . 3'•. CELL 360 460 7311 Josh Washburn m # k, Quadra Engineering, SP Larry & Trisha Davis — o = o 45 A y N o ro ' h .% . 1630 Walnut Street, PO Box 2094 60 Maple Drive (360) 618-3190 N o O = e.%El Port Townsend, WA 98368 CAPE GEORGE washburn3791 @gmail.com o �+ rn "�1`N'� '. htandersen @q.com Port Townsend, WA 98368 FILE Cu, T D Cn 0 Cr) D vco O 1 0 C 1 CO m m CO r m m — 1 CBCjj M C U)—Ii � — O 0 0 CO Co C r m °' CD m D xco —I C v C D 0 (n cn z 0 _ O 0) O z z z m D m n H _ —I _ up cn 0 z m N --I = 0 O - 1. CO 7) r N 11 Q ID O i 7/ II 1 cn w - v zz^ y, 24" 0 CMIN TYP o0 O 4 ,,� - D I �. * v D r y ro mro -p -0 rn 0 rn ncn DO - -o = 00 0 .p 0r Z (n H g --Inn)i DJm rn m r cn cn m On 0 0 o FD- -0 z • 0 G) cn 11 H • 0 xi cn / • `��- Owners: Contractor: D m = >:. .., •,.,•.,� .Tb -1 < m o:o . Harold T. 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' 1 0 W 1 1 iii -0 ., ... , , c .. , , . \- z = dp cr) 1/ ..._ x _ 73 , 3'-0" / 1 0 cn H 6" g-0" / / Owners: Contractor: '21 <rn rri Harold T. Andersen, PE 360 379 9117 Josh Washburn m mw r21 '1:3s7c"---i---'449:e>S'3.- Quadra Engineering, SP CELL 360 460 7311 v Larry & Trisha Davis • 0 4* ;I,••I e . w-‘ ' 2 ' 1630 Walnut Street, PO Box 2094 60 Maple Drive (360) 618-3190 Port Townsend, WA 98368 CAPE GEORGE washburn3791@gmail.com htandersen@q.com Port Townsend, WA 98368 z:. , ,.... efLti COPI• . 0 C x rn / X i Z m m co V 7 // arill D m / / . -I w A W rn X O • D o • = O mH •Z • • cn m • • M • coII n Q CO H 0 al m on N On x M G� oa 1O DN N mN N N r -I co O Dj O j ? g C/J cn mI �-p ° 0, w a rnmcC n -U cn cn @ _i -I CO m 0 2O �° > cmm x 00e II 7ocn 0 cn 0 0 — 1,3 m � II cn 77 D o J O 0 CO O Ca _ D m , DO 00 ■ I _ i � � imImil T @j r N x -P• D E rn n 0 Cn —I m D CC0 mm c) NCn r m 2 77 -1ai cnOc cmnv ° � v n m — o m mII CL H o N / Owners: Contractor: m #114'1-'.""'' ° '�` Harold T. Andersen, PE 360 379 9117 m m c� (Ium; SP CELL 360 460 731 1 Josh Washburn 44, Quadra Engineering, Larry & Trisha Davis i o _ ` ry z Z_: 1630 Walnut Street, PO Box 2094 60 Maple Drive (360) 618-3190 N it o ';Q\QFs� a� Port Townsend, WA 98368 CAPE GEORGE washburn3791 @gmail.com 1.,, Port Townsend, WA 98368 01 F zq^4;!t htandersen @q.com FILE COPY J V cn x r- m n m m 07 N -U M ® ---I O Di m - d m p o M 0 D D cn F F N ® / N —r y m m — i II w c A \ 04. �� v m W _ ti� - m 0 D o cn 03 D A. 0 � � 0-e- 1— x H 6 CO = Z 'N. 4 (8„ m0 ii o--19.D cn ✓ co cn -i o � oo O 00 °' o m = $ • r$ = C 21 o * - 0 C r in il CD m r 0 0 1. X 1 r co 1 X -1 N -0 rn Z m D $ m _ --1 m _ n m = w m CT o M o -r° cmn n m m $ d m o w a w -mi W -1 ?\� D o D w c' N v w m m u u Co w x W .3 \ I o1 ■ M 1 m 8. o v m I 0 o co r H m cn o m w / Owners: Contractor: mm m /lib' 'o'B.� Harold T. Andersen, PE 360 379 9117 m °°�c�' "` ��N Quadra Engineering, SP CELL 360 460 7311 Larry & Trisha Davis Josh Washburn 1. 0` . 0 J 2 ; 1630 Walnut Street, PO Box 2094 60 Maple Drive (360) 618-3190 N o 0 '=1:,%6Nr3seV Port Townsend, WA 98368 CAPE GEORGE washburn3791 @gmail.com A ;1 F'-i°.. . htandersen @q.com Port Townsend, WA 98368 '' FtLE COP NOTE: Site dimensions are from a septic system design =�,c �� plan prepared by Michael S Deeney, Creative Design ,, ' .---1 Solutions; approved by Jefferson County on August 29, 111 2014; and from information provided by the contractor, ' " NOV 2 6 2014 U Joshua Washburn. _ ____i APPROVED wuir'TY SITE PLAN /' ; GoI,IIMINIIY DEVELOPMENT Q'.1, 16 2014 _ - _ "`\ \ ` y 130 ',` JEFFERSON COUNTY -' DEPT.OF CO UNITY DEYVEIXWMENT 1 '` SIGNATURE: (�, a '` 1• 1 P\ LOT 19 ` .•` 1 '` Scale 1"=30.0'+1- APN 940 800 019 EXISTING SE TI / ,, \ THIS AR ' •\ _o'� �,� \ 1-J o; PROPOSEDCARPORT `y� o! _ --3p. ` of 1'-I" - S ° 2g_o ,,-- \ ,O ENO° \ LOT 18 y ' . 1 E 16.0 SS ,0 4 ` APN 94D800018 A y` x i/ 41 jj .�S -) °°.`• EXISTING L`M/��� - - 1,>h,,i,Nz'% WORKS j65 I/S' ,.-A' L t "Z —"''3 SITE PLAN .;2\� POLE BUILDING GARAGE \ c� ,=', '-^^ ' "'CRV &TRISHA DAVIS LE DRIVE-CAPE GEORGE OWNSEND,WA 98368 LOTS 18 & 19 I MATED CIRCLE CAPE GEORGE VIL CA 92543 ,:r/,s' 11- \� DIVISION 4 H WASHBURN e APN 940 800 01 8& VIAN CONSTRUCTION 0 j •w '10 +.� APN 940 800 019 (360) 618-3190 ,?r Qii.,y�Go1 ztt ui z p.,23347 p Fi Standard Conditions for Residen•Development in Jefferson County I 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 2013-03-075FR_StdConditions 3/7/2013 1 Fisheries Service can levy pekes. Portions of Jefferson County, incl. marine waters, are included as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet(1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take"and describes the possible legal consequences when a "take"occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/}to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2013-09-06 SFR_StdConditions 9/6/2013 2 l r . • • 1 A '4 ,A /-------A cof Down$1:*31.$ Hcu 'AA' ...4 / Catch 8 min / / ...- (Yard Drain) ---,/,, , --4-** Dompoil --__ 0 DRY WELL 48 Irch Dia rreler Hole Filled viiih II PLAN VIEW 1112-8.'WasheJ Drain Rai* NS .,,,_R c.,,f Dvinswi. 1)--tyi ek C enter of Hole, l-loaEl 7----Overflav , it vFotiriThwa::4,e 'ritahrirrels3atIsr:ii3Pfeel a li ...s.\-- —St-lash Bloc* Toped— 1 .i C) 1 i, . \ I-4 .6• L ' ih.• g** __40. .---- N t',9:4 X-;•.11 0t7-•''.7.•-•'i- • 4.=',,••• `, :4 i•FA7••••••••LA? 1''Min. ,....___ *aitnit,teXI.Til• At•- ' • fow ---- \ 4x01;...rg.tbliwoitti;7.11 n Fine mesf 1 strew-----41-1 —Mil%4'd a. ir,p1,,,,47.d%4A,Vve0ii.- P34.11:102tIVIO,Tssi Catch f3oin (Yard Drairi) V ail -; 48 Imh Diameter 1," 211 mil- Side3 of Hole- - Hole Filled wit t- unetivith t:: 11/8-3'Wa$hed FiffFebric Drain Pio* al ..7.-,.. 4. title te. I& .ii'vdcfl til ill 1.abcrtog-Seaasqvar I DRY WELL H v-I-Gre,tiodwatar"Tab k.4 SECTION t tkriS Figure 3.1.4-Typical Downspout Infiltration Drywell Source: King County Volume III-Hydrologic Analysis and Flow Control BMPs-August 2012 3-9 • • lb Setbacks Local governments may require specific setbacks in sites with slopes over 40%,land slide areas, open water features, springs, wells, and septic tank drain fields. Adequate room for maintenance access and equipment should also be considered. Examples of setbacks commonly used include the following: 1. All infiltration systems should be at least 10 feet from any structure, property line, or sensitive area(except slopes over 40%). 2. All infiltration systems must be at least 50 feet from the top of any slope over 40%. This setback may be reduced to 15 feet based on a geotechnical evaluation,but in no instances may it be less than the buffer width. 3. For sites with septic systems,infiltration systems must be downgradient • of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-10 for Infiltration These sAems are designed as specified below. • Drywells Genera 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impermeable soil layers. 2. When located in course sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served. When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum)and deep enough to contain the gravel amounts specified above for the soil type and impervious surface served. 4. Filter fabric (geotextile)must be placed on top of the drain rock and on trench or drywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25% (4:1).Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist, or engineering geologist, and with • jurisdiction approval. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-6 • 7/31/03 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.RLIST.E ADDITIONS! USE CURRENT 60 Maple Drive, Port Townsend, Washington TPN: 940800018 & 940800019 Geologic Hazard Study and Geotechnical Report Prepared For Mr. and Mrs. Davis August 2014 NORTHWESTERN TERRITORIES, INC. 717 SOUTH PEABODY STREET. PORT ANGELES,WA 98 it Engineers❑ Land Surveyors ❑Geologists D LE O E a V t Construction❑ Inspection❑ Materials Testing E �l� �/ (360)452-8491 Email:info(ac6nti4u.com NTI AUG 1 4 2014 J)J IEFFERSGN COUNTY UFO"OF COMMUNITY OFVEIOPMFNT • • ue. /,3�' NORTHWESTERN TERRITORIES, INC. -', 717 SOUTH PEABODY STREET,PORT ANGELES,WA 98362 II r '. t. 914 WASHINGTON STREET SUITE 6,PORT TOWNSEND,WA 98368 a- Engineers Land Surveyors Geologists Construction Inspection Materials Testing Y Port Angeles(360)452-6491 NTI E-Mail: info ,nti4u.com August 13, 2014 Trisha and Larry Davis 500 San Mateo Circle Hemet,CA 92543 Subject: GEOLOGIC HAZARD STUDY AND GEOTECHNICAL REPORT FOR THE PROPERTY AT 60 MAPLE DRIVE IN PORT TOWNSEND,WA 98368.JEFFERSON COUNTY TPN: 940800018 AND 940800019. Dear Mr. and Mrs. Davis and Others Concerned, 1.0 BACKGROUND AND SCOPE OF WORK NTI Engineering and Land Surveying(NTI) was requested to complete a geologic hazard study and drainage review related to the potential development of the subject parcels. The property is located within the Southeast Quarter of Section 13, Township 30 N, Range 2 West, W,M., within Jefferson County,Washington. The parcel, which lies within Cape George Village, is currently the site of a small cabin whose address is 60 Maple Drive, Port Townsend, Washington. The two subject adjoining parcels are to be developed, with the northerly parcel, #940800019, supporting the proposed on-site wastewater treatment system. Most of the two-lot site dips gently towards Discovery Bay on the east at an approximately 12%slope. The site is about 1,500 feet from the east shoreline of Discovery Bay according to measurements made with Jefferson County's Geographic Information System. Several decades ago the site was re-graded to create a nearly-level site for a house trailer that has since then been moved off the site. The original work, completed prior to 1990, resulted in the creation of a gravelly sand fill with an informal rubble cladding on the north and west sides. The new house is to be constructed on the same site over the same fill material. The proposed site plan calls for the construction of a manufactured home with its long axis parallel to Maple Drive. Due to site geometry there is no other reasonable alternative for placing the new home on the parcel. The sandy fill is 11 to 12 feet in height at the northwest corner, its highest point. The possibility of shallow slope failures and slumping of the fill over time are the only issues of geotechnical concern at this site. The fill slope can be seen in Photograph 1 of this report. • • • Geologic Hazard Study and Geotechnical Report 1 2014 • rJ 44 60 Maple Dr Pat Townsend.WA 98368 USS Google earth a loo . ` btKKj!^(14to 2 S:Q'.F I51 b(qi`i s Ion la SJI FF PIE4 71 n, CHC al 2d$T 0 Photograph 1—Aerial Photo of the Davis Parcels at 60 Maple Drive 2.0 SITE CONDITIONS AND LOCAL GEOLOGIC SETTING Vegetation The site is covered with grass, but there are few trees as may be seen in the photograph above. The westerly face of the slope described above has shrubs and brambles that form the darker green area just above and left of the red site marker in the Google Earth image above. The Surficial Soils The Soil Conservation Service maps the area as having Clallam Series Gravelly Sand Loam soil. This soil was deposited as a derivative of the glacial till that underlies the area. Hoypus Gravelly Sand Loam that was deposited as glacial outwash forms most of the soil profile. The presence of the gravelly sand soils was corroborated by on-site observations. The Geologic Setting A 1995 geologic map compiled by Jefferson County and the Coastal Zone Atlas of the Department of Ecology indicates that the site is underlain by Vashon glacial advance outwash. The sand and gravel spewing from the advancing glacial was later over-ridden by the ice leading to some consolidation. Geologic maps indicate that Vashon Stade lodgement till, a dense glacial hardpan, is widespread at the surface in the upslope areas. This till was identified as a restrictive layer at shallow depth in test pits excavated for the design of on-site wastewater 2 • • Geologic Hazard Study and Geotechnical Report i r treatment facilities. (See attached soil log courtesy of Creative Design Services, LLC.) f Y { 3 W ♦ a E„.'- - , 'I.. .:y »`r,- '` .;-».� ure- +z `:��,.: . „ ' ' .a.:� } ,gym re, t.sv c,r. ya ' , aye ; . , �, spa .T•3 . a''" , Rr& ' ?yur "o{ .`r .. . . ,- - o zy " ,b k.,x�.. `4- x4. . :a''ia, Photograph 2—View looking West Showing North Line of the Proposed Davis House 3.0 GEOTECHNICAL OBSERVATIONS AND INDICATORS Due to gentle slopes and the occurrence of relatively strong glacial till at shall depth, the two subject parce ls are,for the most part, solid,stable, and free from geologic hazards. I Probes and shallow excavations of the fill on the site suggest that it is mostly gravelly sand. Extensive probing of the fill suggested that the fill has been consolidated during the several decades that it has been in place. The north line of the proposed new house is shown in the photograph above. Just to the right (north) the rim of the slope is visible in the photograph above. The northwest corner of the proposed house site will fall at the point marked by the red flag shown in the photograph above and the photograph below. This north line of the proposed house point is about six (6)feet from the. rim of the descending slope. The proximity of the slope indicates that shallow foundaton elements along this line could subside slightly after periods of heavy rain and over time. Although the fill and slope have been in place for some time, the slope will tend to adjust to a flatter condition over time. In this case, subtle and slow slumping of the slope may lead to slight subsidence along the proposed north line of the parcel. A simple remedy for this condition that involves deeper footings is recommended below. 3 • • Geologic Hazard Study and Geotechnical Report 12014 c ° ag -t ,- + t K 4Y� F0p gi. Y, .q}%l`.pfd k t4 � fi � 't P'$'�" k ' ,kw t „2 ,. , . y Po f ;A:dV., . k , e s, ,.�. +."P y ky .I' �R "°f � t d � f - • ,nf i k 'S, 4ti �( k tb^- " .' �;a•'`.-ta: f - '�-. t F !,8 '�•r ' .� . ' . 4 r 4'av Y. Y ' " ! .- rYL Photograph 3—View Looking Southwest of the Fill Slope 4.0 GEOTECHNICALCONCLUSIONSANDRECOMMENDATIONS The fill at this site is a suitable position for the proposed one story manufactured house and future settlement.f most of the footprint area is likely to be insignificant. The northerly foundation of the house may be constructed with deep footings to prevent or substantially reduce subsidence of the north extremity of the foundation. RECOMMENDED FOOTING DESIGN AT NORTHWEST CORNER It is strongly suggested that the foundation at the northwest corner be constructed as noted below: • Construct a conventional stem"wall foundation along all of the north side of the foundation area, a length of about 26 feet. Extend a conventional stem wall foundation from the northwest corner of the house a distance of 8 feet along the west line. • Install the footings at two depths. Along the nort h end of the foundation area from the northwest corner, install the footings at a depth of three (3) feet below the existing grade for 12 feet,that is about one half the distance to the northeast corner. The balance of that footing may installed at a depth of two (2)feet below the existing grade. From the northwest corner along the west line of the foundation, install the G • • Geologic Hazard Study and Geotechnical Report 12 Q 14 footing at a depth of 3 feet below the existing grade for a distance of 8 feet. • Footings should be built in accordance with the current building code's prescriptive dimensions and reinforcement for single story construction except the depth of the footing embedment and height of the stem walls should be as noted above. Note that these depths are measured from the original grade, not from the top of structure fill that may be added to level this site. • Steel reinforcing rebars extending from the stem wall may be bent into the plane of the foundation slab which should be cast directly over the stem wall after backfill and vigorous compaction. • Maintain and encourage the growth of dense ground cover and trees on the slope beyond the house on the north. A sketch of the conventional foundation system with deepend footings was provided during the site inspection. Alternative foundation construction methods that transfer loads deeper into the soil at the northwest corner and the north line of the proposed house may be discussed with the undersigned Engineer at the option of the Contractor. 5.0 DRAINAGE OBSERVATIONS AND RECOMMENDATIONS The southwest section of parcel 940800018 is nearly flat with a gentle slope to the west. This area is an ideal location for a stormwater system to serve the new house. A simple "drywell" system is recommended to infiltrate stormwater from the modest-sized home. The drywell should be filled with washed drain rock (1 %" to 3" in diameter). At least 6.7 cubic yards of drain rock should be used to fill the drywell. The top and sides of the drywell should be covered and wrapped with filter fabric to prevent fine soils from migrating into the voids of the drain rock. An underground non-perforated pipe can be used to convey runoff from downspouts to the drywell. 6.0 THE LIMITATIONS OF THIS STUDY AND REPORT The observations and conclusions of this report apply only to the subject property and they are not transferable to nearby or adjoining property. This report is the property of Mr. and Mrs. Davis and may be used by others only with their permission. The observations of this report were made during a limited reconnaissance study in which inferences were made from surface conditions. No borings, detailed measurements, soil testing or observations over time were made. Unknown subsurface conditions that were unseen could affect the outcomes of the study. Users who need a high level of reliance on the observations and conclusions of the study may wish to obtain further investigations. 5 • • Geologic Hazard Study a nd Geotechnical Report 2014 -.... NTI Engineering and Land Surveying warrant that this study and the related report were conscientiously prepared in accordance with the practice of professional engineering and according to the principals of geotechnical science. No other warranty, neither express, nor implied, is provided herewith. Please call on the undersigned Engineers if you have questions about the contents of or meaning of this report. Sincerely yours, NTI Engineering and Land Surveying 41,5• Ltr.t 04, TONAL Steve S. Luxton MSc, PE Trent T.Adams BSCE, EIT Senior Geotechnical Engineer Geotechnical Project Manager 6 • APPENDIX 1 4l. ,,‘ 1j 4 iS \Y 1_.0 a • .S 01 2tri SOIL HOLE LOGS 3L(moti1io titil, Page / of / Designer ([ 11 N//G. �!E�/� c-' Date 1 —7-U 3 PropertyO�ner./Buyer HIGGI ,r' Parcel# 940 �� c=71 . 4 015' Qackhoe Operator t // t i', /rff 2r Job# 1 Z-1�°tea' Project )? $/Poi P%-.-pre s'l'-/- ,mot p�l Sec(Twp-Rng) .)-Ark.? f ( '-2 ) HOLE NO. w tu z 0 f' TYPE w v' w OF DEPTH z ? H¢ - O SYSTEM (Inches) TEXTURE A co M ~a s RATE ¢ _ o # y(gpsq. ) ui < a OBSERVED O V 0 f' / to SG f-/L M.4 4 Z- >Z¢ 2'f 51- o-b Z7 ) P-C' pie SL 6.45- 5-a3PL' 3q 6,46,4417"pA' G y'•/LG 7 3 sL F' N p4' t 23 23 SL- o• 42 F-D vAPras Ms m G e$ to is 1.©-b.0 $sEc'B 6,44 .3 G s L Fri C..- N,`1' 13 >23 23 5C. 4_6' 73 S G 38 F-D G,_/aC G SL to GS 0,40-0.45 30f V &,4/1 e H4a i �V 4. 5 st prc, -..,-/.4 12 >a- /0 sL re L5 41%,G 23 srrPC -24 F plc- S` go LS a.45 73' ri 3 f !s/39i'' G hy/i1 Ui>.4 el 12 f-ev paccir•s or P-//G Cil (3)1 igei O 6 1,,i,-, u. NL- ■ /isON— coe JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT \— �SHINGS� >ate: s/i7 Time Received: .r am/pm Mon. Tue. Wed. hur Fri. Date: c14,1 BLD: /ii f vo 4/7 Contact Name: Owner: Vt'„cri.4. Contact Number: 360 Address: (o ) PIR .D2 206 qci 4z9 02.,g)"0 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection X Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling / 18'-0" / / 9'-0" / 9'-0" / I X • IL— / 0') -F• X C� rnQ o0 1 -n of rn O * D D<- - . -n z D v � - 1 - A D O D (\,.. Z \ \ in'I> b. ED � D cn o d _ W pX, A . m 10 m© II 0 Q- d0 n co O °_ D "n D H r H n '- 0 0 m DJ -< z m m DJ T T Z x A 4" Cr /O n m �/ v M C, m o v o n 4" - n s 1 n : 0 Z Z h..° CO D • `° - -1i)p _ . 1 1 ° N • v m 18" 6" m / / x N II VIII N o / 18" / ° 4'-0" rn o a o EMBED / w p , 0 p p -1 ---...r1 Z r in `_ I °m n 0 zi u) r , ----- Owners: Contractor: > m m 4 " ►''°); A Harold T. Andersen, PE 360 379 9117 m m _'�."' "-v6ro,.. Quadra Engineering, SP CELL 360 460 7311 Larry & Trisha Davis Josh Washburn — :' Nr ` S. 1630 Walnut Street, PO Box 2094 60 Maple Drive (360) 618-3190 N o '° '��?3 .2/ Port Townsend, WA 98368 CAPE GEORGE washburn3791 @gmail.com ° -„ ,.,,, Port Townsend, WA 98368 • `^"� htandersen @q.com ' \ . JEFFERSOI�OUNTY diev-7:') �`, • �R DEPARTMENT OF COMMUNITY DEVELOPMENT 9•Iri r''s� 621 Sheridan Street, Port Townsend,WA 98368 1 Web:www.co.jefferson.wa.us/communitydevelopment Tel:360.379.4450 Fax:360.379.4451 1 Email:dcd @co.jefferson.wa.us SquareONE Resource Center/Building Permits&Inspections I Development Review/Long Range Planning December 1, 2014 LARRY DAVIS 60 MAPLE DR PORT TOWNSEND WA 98368 RE: SITE ADDRESS: 60 MAPLE DR CASE #: BLD14-00447 Dear LARRY DAVIS: We have started the plan review process on the subject permit. Unfortunately, we are unable to finish the necessary plan review. We are in need of additional information and/or items as listed below: The proposed structure is defined as a garage due to perpendicular walls as opposed to parallel walls. A garage must have a setback of at least 5 feet from a residence. Your site plan shows 1 foot. Please submit a site plan with proper setbacks to accommodate fire safety. Please submit a building floor plan of the structure showing the location of the walls. Please submit the necessary items in order for us to complete the plan review process of this permit. If you should have any questions, please feel free to contact me at(360) 379-4450. Sincerely, Plans Examiner c: File .\ -- JOSHUA WASHBURN \ \� \\tidemark\data\forms\F_B LD_Add I nfo_P InChk.rpt 11/3/1999 • 0 QUADRA ENGINEERING, SP 1630 WALNUT STREET P.O. Box 2094 Q — —� D\ n� PORT TOWNSEND, WA 98368 (360) 379-9117; (360) 460-7311 cell U — \ — htandersen @q.com — ) ENGINEERING, SP December 10, 2014 Mary Blain IFCEOVEn Plans Examiner Jefferson County Department of Community Development 1� 1 DEC 1 1 2014 l[j 621 Sheridan Street Port Townsend, WA 98368 O(fN COUNTY r rrT Or C,Okiivi; ITY DEVELOPMENT Dear Ms Blain: Thank you for discussing the carport / garage-distinction y`e"stQIday when we talked about the pending permit for LID 2014-00447, 60 MapleDrive in Cape George. As you know, my client and I were worried by your letter stating the need for a 5 foot separation between the carport/ garage and the existing house. As I understand, this separation is needed if we are building a fully enclosed garage. (It could be less, however, if the walls and ceiling have a one hour fire rating.) If this structure is considered a carport a one foot separation is allowed provided we do not have two sheathed walls with a common corner. Our originally submitted plans had this condition. Therefore, to keep the desired one foot separation, we are removing sheathing from one wall. The east wall (street side) will be sheathed, the three remaining walls will be un-sheathed. The revised drawings enclosed show this change. I trust that this new configuration is acceptable and that a permit can now be issued. If you have questions, or if there are other things that require attention, please let me know. Thanks again. Respectfully: Harold Andersen, PE ecc: Josh Washburn -i - ,soN cow DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 I Fax:360.379.4451 Web:www.co.jefferson.wa.us/communi .-velo.me. E-mail:dcd 2 co.jefferson:wa.us �n1 i! ,r - Y9 n -1S41 N6 I ', PERMIT APPLICATION I NOV 2 6 2014 II `U Steps in the Permit Process: -Review application checklist to ensure all information is completed prior to submitting applicaljOI11JUNITYUEVELOPMENT -Make sure septic has been applied for and water availability has been proven. -Make an appointment to meet with the Permit Technician by calling 360-379-4450. -This is not a standalone application; it must be accompanied by a project specific supplemental application. -Fees will be collected at intake. Additional fees may apply after review and payment is required before permit is issued. For Department Use Only Building Permit# Related Application#s: MLA# Site Information Assessor Tax Parcel Number: CP/0 &o0 01 Site Address and/or Directions to Property: (D d /y]&X'I- E Die (/ORI- 70LU,USeUU D Access(name of street(s)) from which access will be gained: "li RP& D,e, Present use of property: /gip/E Description of Work (include proposed uses): Wastewater-Sewage Disposal This property is served by Port Townsend of Port Ludlow sewer system? YES NO x If not served by sewer identified above, identify type of septic system below: Type of Sewage System Serving Property: ?C Septic Septic Permit#: 5 EP Or?— 37 Community Septic Name of System: le y dot. %3l .-/{err Case #: Are other residences connected to the septic system? i‘30 Additions or repairs to sewage system: N (� Is it a complete or partial system installation: Complete x Partial Has a reserve drainfield been designated? Yes '5( No Date of Last Operations & Maintenance check: %.:7-44/Le, 020/y Attach last report to application Describe or attach any drainfield easements, covenants or notices on title, which may impact the property: The authorized agent/representative i primary contact for all project-related ques and correspondence. The County will mail/ e-mail requests and information a out the application to the authorized agent/ presentative and will copy(cc)the owner noted below. The authorized agent/representative is responsible for communicating the information to all parties involved with the application. It is the responsibility of the authorized agent/representative and owner to ensure their mailbox accepts County email(i.e. ,County email is not blocked or sent to"junk mail"). Applicant/Property Owner Information Property Owner: Name: �A-ricic/.4 bi4u,rs Y Aii2-Ny DRu/-S Address: ,___/_, pGE Dig POier �Ow,t.'5 u ) l U q,,3(o8 Phone#: 9.S/, 9 4.2gD E-mail Address: Please contact Authorized Agent/Representative with proj tt fo. (select only one). Property Owner Signature: 0 �� Q tJt or•A . , l7 Date: /)//by Note: For projects with multiple owners,attach a separate sheet with each owner(s)infor tfon and signatures. / Applicant: Authorized Agent/Representative (if other than owner) Name: Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor V Consultant Name: 7oSLtve` WCLSLioitM 04A-nclt, /yi/'-,i ph,S) Address: E315 L.t). i--1 f^ 51- Sec/u1In-•r LiJ - / 9tt382 Phone#: "3 60 -618- 3( 90 ( E-mail Address: w R si,t,,.., • a_4/4 • ' . Professional: Is this an Authorized Agent/Representative for this project? NO YES _ Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES _ Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: Attach additional pages if necessary Builders Statement The signer of this statement certifies that they are the Owners of the parcel referenced herein, that they are not licensed contractors and that they will be assuming the responsibility of t a General Contractor for the proposed project. Signature: Print Name: Date: w�SONCo _ DEPARNT OF CO- CITY DEVOPMENT 621 Sheridan Street,Po Townsend,W98368-. � . '-C Tel:360.379.4450 Fax:360.379.4451 i 1 n2 �' _a !J_. -1 Web:www.cojefferson.wa.us/communirydevelopment E-mail:dcdCtpco.iefferson.wa.us ysWINC;So� I� , NOV 2 6 20W i � . . . SUPPLEMENTAL APPLICATION: SINGLE FAMILY RESIDENCE PERMIT OR DUPLEX J l; For Department Use Only -- Receipt#: Date: Related Application#s: Payment#: Site Information - Owner Name: ..rte; .51,k4 plq.-U r S Assessor Tax Parcel#: 94/0 80Q 0/8 Type of Single Family Residence or Duplex New V Replacement Relocated Addition Repair Demolition * 'A separate permit is required . Select One: Modular Duplex Single Family.Residence . Proposed Building/Project Number of floors # new bedrooms d existing total bed # new bathrooms 0 - existing total bath Heat Source Select all that apply: Electric Heating Oil ■l ,k Wood Propane Enter the square footage(s q/ft)t h at applies s in each field: Structure - Existing Sq/Ft Proposed Sq/Ft ' Main Floor - Second Floor Additional Floors- heated/unheated Basement-unfinished Basement-finished space or habitable _ Detached Garage- heated/unheated Attached Garage- heated/unheated Garage 2nd fl-unfinshed storage - ------ —_ Garage 2nd fl-finshed space or habitable . . Carport-2 walls or less 2 88 Se6 ct Deck- uncovered Covered porch - .. _ Other(shed, barn, pole bldg,etc.) Estimated Cost of Project (Required): _,$ - 890 I List existing buildings on property (louse, garage, accessory dwelling unit, shbarn, mobile home,other): All Existing Buildings on Property Use Noy4*e_ Liu i . 1-r�cf-wre 6345C K Stio f u -; I t. / T ( Public Health Information Water Source Existing Proposed Attach Copies of: Private well 1) Well Logs(if no log report on file, a 1 hr stabilization test may be substituted.) 2) Lab analysis tested within 3 years of application. -Total Coliform, Nitrate-N, Chloride 2-Party Well Items above AND recorded Operations& Maintenance agreement and recorded Easement. Alternative Provide justification and design per Jefferson County System: Environmental Health policy 97-01 http://www.jeffersoncountypublichealth.org/pdf/Policy_97- 01_Rainwater_Collection.pdf Valid Water Right Permit Generally applies to springs, attach copy. Public Water: Name of Water Provider: - -Submit Water Availability Notification form completed by your water purveyor. NOTE: If any of the above utilities need to be installed and disturbance will occur in a public maintained or unmaintained County road and/or Right-of-Way easement,then a Right-of-Way application will be needed. Resolution#99-90 requires building permit applications to provide evidence of an adequate potable water supply per the conditions of RCW 19.27.097 and the Guidelines for Determining Water Availability for New Buildings.http://www.co.jefferson.wa.us/commissioners By signing this application form, the owner/agent attests that the information provided herein, and in any attachments, is true and correct to the best of his, her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in making any issued permit null and void. I further agree to that all activities I intend to undertake or complete associated with this permit will be performed in compliance with all applicable federal, state and county laws and regulations and I 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. Applicant may request notice of the County's intent to enter upon the property for visits related to,this application and subsequent permit issuance. Signature: , A-A..) Print Name: c__\[ AUa, (.0a51,V,,,c.w Date: I I /2 4.1/`/ FOR OFFICE USE ONLY 1) Water Right Permit it 3)Individual Well 2)Public Water Supply WS IN 4 ______ Meets Water Quality Standards? Yes No In Compli. ce e• No WRIA 17 Subbasin SIPZ -Coastal/Moderate/High Yes No Based upon information provided by the applicant,it appears that the potable water supply: Meets Conditionally Meets . Does not Meet • • • ti�SON oo DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 fl, Tel 360.379.44 0 � Fax:360.379.4451 A l Web:w v .co.iefferson.wa.us/communitvdevelopment r ' 1 E-ma l:dcd(-co.iefferson.wa.us - �iNOC°� NOV 2 6 2014 STORMWATER CALCULATION WORKSHEET Ivn Nf Y I1rVFI OPMZT MLA# _ PROJECT/APPLICANT NAME: pAV 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 270 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 1 / 17 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 Z SQ) sq/ft native vegetation to lawn or lands bed areas? Drainfield,septic tank, etc. sq/ft Circle: Yes Well, utilities, etc. sq/ft Does the project convert 2'/2 acres or more of native vegetation to pasture? Driveway, parking, roads, etc. sq/ft Circle: Yes No Lawn, landscaping, etc. sq/ft Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 2Q, sq/ft Cut Fill (cu/yd) 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 calc worksheet-REV.10/20/2014 1 • STORMWATER CALULATIONS—IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) Z 86 sq/ft Structures(all roof area) I —7 30 sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads,etc sq/ft Driveway,parking, roads,etc_ 2 5 O _sq/ft Other G sq/ft Other __sq/ft Total New 28e sq/ft Total Existing — sq/ft 77 / C ( Ci o TOTAL NEW+TOTAL EXISTING2.2`� 2 sg/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: % Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes,the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of "medium" projects—those that must meet only Minimum Requirements#1 through#5—and for"large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Storm water 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. 4- NER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stormwater talc worksheet—REV.10/20/2014 .. NOTE: Site dimensions are from a septic system design • plan prepared by Michael S Deeney, Creative Design I - n r� Solutions; approved by Jefferson County on August 29, -) __ '1 2014; and from information provided by the contractor, ! lJ. �' Joshua Washburn. rl NOV 2 6 2014 #j' 1 j ---1 J_i-',-,_„ac !COUNTY '?'-T.C c CMMMUNITY DEVELOPMENT \.__ Age------- \ \A/ - - - - ' ,`,,\ \o 't LOT 19 APN 940 80 019 1 \ Scale 1"=30.0'+1- EXISTING SE`TI, ,t / \ THIS AR . 0 r, \ ,s°' 0 J ,t ��d / 9°0 ;>?ROPOSED CARPORT ti�G ` V L C ---,_ t os3.----,... ‘0 -,:i. :V— t az.-= ' ��if/ 5.0 t LOT 18 d� 16•° s.9 ` , ` APN 940 800 018 ii J• `t I t / \)a; N ; EXISTING 2/ g�.�� ti�►r�� - " 6J e- _-<,r e,.s ` WORKS +y �% - , `� \ °66'— ,` VA 4Z -'\3 SITE PLAN \ 2\, POLE BUILDING GARAGE `` iw- FOR LARRY &TRISHA DAVIS t ' 60 MAPLE DRIVE-CAPE GEORGE PORT TOWNSEND, WA 98368 LOTS 18 & 19 500 SAN MATEO CIRCLE CAPE GEORGE VILLAGE HEMET, CA 92543 ft#.) .21- \�' DIVISION 4 C/O JOSH WASHBURN \ APN 940 800 018& HANDY MAN CONSTRUCTION Nth APN 940 800 019 ,o'1 V WAS,✓; (360) 618-3190 . 2 \1 z U7 Z r• t �Gs/3347,,q .vi"F ` �� STER c� , f ' NOTE: Site dimensions are from 9 septic system design • plan prepared by Michael S Deeney, Creative Design Solutions; approved by Jefferson County on August 29, 2014; and from information provided by the contractor, Joshua Washburn. 530 _ - \ 40' \o \; \c, N ` t l- `ueol \ LOT 19 \ 1__ - \ APN 940 800 019 \ Scale 1" :..t +/ E f1CL S EXISTING S -TI1 4 \ •\ THIS ART._ \ r\ ` \•J a. PROPOSED CARPORT ti-`• V °.\, \ (i •\ t \ ,,,3,3., 10° t 7 \ \ ..- 0 , . \ 25 \t9 •\ L APN 940 800 018 6*%10 \ S \ ,k �i m° °o\, EXISTING I, , �i \\ WORKSFA(,04, y ' \ y ` .1\0C- © ----6(3;i •\ V 2 --"-\'3°. SITE PLAN \ v;,2\ POLE BUILDING GARAGE \ \)c• - FOR LARRY & TRISHA DAVIS =' 60 MAPLE DRIVE-CAPE GEORGE PORT TOWNSEND, WA 98368 LOTS 18 & 19 500 SAN MATEO CIRCLE CAPE GEORGE VILLAGE HEMET, CA 92543 (411%v'' 2t- \4" DIVISION 4 CIO JOSH WASHBURN j , APN940800018& HANDY MAN CONSTRUCTION -off 70� APN 940 800 019 ��� 'WWASH,ti4 (360) 618-3190 til y ` a `` z °n, ,p,23347,p <a- F `C/STEFF \- SS/ONAI. EfG\ • • i r1 Nov 1 8 2014 r ERSCN COUNTY co INITy DEVELOPMENT p p �4ncc1/ e•SC 77;t- S 542,10o ys s . `(-) ti o�-C'-�- i✓lc_4 -c X s7` /34-�4!/ 75& o'` gG 2 7000/03 rb S V f Handy Man Plus Page 1 of 2 • • 0 Washington State Department of Labor & Industries Handy Man Plus Owner or tradesperson 567 FASOLA RD WASHBURN, JOSHUA AARON S WA 98382 3600-618--618-3190 Principals CLALLAM County WASHBURN, JOSHUA AARON, OWNER Doing business as Handy Man Plus WA UBI No. Business type 603 343 320 Individual License Verify the contractor's active registration I license/certification (depending on trade) and any past violations. Construction Contractor Suspended. Does not meet L&I licensing requirements. License specialties Suspend date GENERAL 11/25/2014 License no. HANDYMP863CR Effective—expiration 02/19/2014—02/19/2016 Bond No current bond account. See the bond history. Bond history Insurance Preferred Contractors Ins Co R $1,000,000.00 Policy no. PCIC5014PCA510920 Received by L&I Effective date 02/19/2014 12/10/2013 Expiration date 12/10/2014 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603343320&LIC.HANDYMP863CR&SAW= 11/26/2014 Handy Man Plus Page 2 of 2 Infraction no. • • NBER000981 Not ........_ ................. Violation date RCW/WAC 02/21/2014 18.27.200(1)(a) RCW Violation city Violation amount SEQUIM $1,000.00 Type of violation CONSTRUCTION INFRACTION Description Advertising, offering to do work, submitting a bid or performing work when not registered as a contractor, as required. In that Joshua Aaron Washburn DBA: Handy man Plus was advertising and offering to do Fences and Deck without being registered as a contractor with the state. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Recently opened account. 334,880-00 No premiums due yet. Doing business as HANDY MAN PLUS Estimated workers reported N/A L&I account representative T3/KENT ANDERSON (360)902-6963 -Email: ANDN235 @lni.wa.gov Workplace safety and health No inspections during the previous 6 year period. Washington State Dept. of Labor&Industries.Use of this site is subject to the laws of the state of Washington. :access AillaWashington'T- https://secure.lni.wa.goviverify/Detail.aspx?UB1=603343320&LIC=HANDYMP863CR&SAW= 11/26/2014 0 I 4SON co DEPARTMENT OF COMMUNITY DEVELOPMENT W �,�, 621. Sheridan Street,Port Townsend,WA 98368 ,.< Tel:360.3'9.4450 I Fax:360.379.4451 Web:www.co.jefferson.wa.us/communitydevelopment E-mail:dcd(t co jcfferson.wa.us '1 /1ING'o PERMIT FEES WORKSHEET Name Trisha Davis Parcel # 940800018 Estimated Cost of Project $8,901.00 Permit# carport permit Building Base Fees Building Base $146.00 Plan Check Review $94.90 Land Use Review $228.00 Septic Review $79.00 Potable Water Technology/Scan $19.00 State Fee $4.50 Other Fees Shoreline Exemption Zoning Zoning New Address Public Works Total Fees $571.40 Office Use Only Receipt Number: 153916 Cash/Check/CC: 1164 Date: 11/26/2014 Initials: sle Wip Front Parcel Review • Parcel 940800018 Printed: December 4, 2014 LARRY DAVIS Site Address(es): 500 SAN MATEO CIRCLE 60 MAPLE DR PORT TOWNSEND, WA 98368 HEMET. CA 92543-6806 Parcel Number: 940800018 S-T-R: 13-30N-2W Total Acreage 0 Legal Description CAPE GEORGE VILLAGE DIV 4 LOT 18 Land Use: 1900 Flood District: Fire District: 1 Planning Area: 2 Flood Map(FIRM)Panel No: School District 50 Zoning: COMP PLAN DESIGNATION: 1�R_V- COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map(Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property YES fib) /,, [ ] Parcel Tags or Scanned Documents YES [ ] ESA's: Special Reports N-. by YES ■o) { ] Designated Ag YES 1 O [ ] Shoreline Designatio .��,� y' ; [ ] Shoreline Slope Stability: NO e'- - _ -,u - 4` 1114 .. . I_: 2014 Stream Type:YES 61) .r ' ,,. _ a _ • i•.;► I/1e,t— FWHCA: YES 4011 L I IA 1k IL ' i 10 r Wetlands: YES 1^e_(L.rvilyheiv,(4-14 9-is ,lo ' Rare Plants:YES v[i 4-+1 i S (fix( pc3t't Glop to" Tr)• f-44 r Seismic: YES 0,:. �� v-F re_'P"r-+ iS r\ WL )14-21H Landslide: YES �it e`t IAA Sc �b k ( i vt L a,S.er Flood: YES Pte' Erosion: YES 6 Aquifer Recharge AreaO S( )S SIPZ: no = At Risk High Risk Coastal_ CMZ: no High Risk Moderat- RiskDiscc Stormwater site plan submitted: Ye•} [ ] Forest Lands: YES C) `` qq LV tl.! Adjoining Forest Lands: c Commercial/_ a L' Inholding [ ] Mineral Lands: YES [ ] Agricultural Lands: YES [ ] Archaeology: YES [ ] No Shooting Zone: YES NO [ ] Stonnwater: New Impervious Surface 2.t55.ccl,/4Land Disturbing Activity 2g'si/F4 ESA's Stormwater Req's:Min Req#2 Min Req#1�thru#5 Min Req#1 thm#10 Engineering [ ] Notice Provisionss/Disclosure:Airport YES �i MRL 'Es ed Forest Lands rl=s [ ] Landscaping Required: Yes o [ ] Parking Spaces Re ed NO © Other f 1 Building Height: 35' UBC Standard [ ] Impervious Surface coverage percentage: i9 4 Resource Lands&Public: 10% Rural Residential: 25°l Rural Industrialilly Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industri ds only [ ] Total Building(s) Size: RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [ ] Setbacks: Front: 20 Left Side: ' Right Side: �' Rear: c Shoreline Setback: IU/A LSHA Setback: [ ] Road Classification: 'Prt V .+-e-- Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES Ex [ ] Flood Certificate: i) /A ! !- [ ] Existing Case(s)&Condition(s): S •` j p �J Violations: Yes ) [ ] Recorded Date of Subdivision:t 1Ds-t 2(o,/R(.�AFN I L/ac,5 Over 5yrs=UDC Plat Conditions: (U 7/� <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictiv- Covenant YES Op submitted: YES NO [ ] UGA No Protest Agreement • ` ubmitted: YE NO [ ] Site Visit conducted YES 757 [ ] Require Final Zoning Approval YES [ ] ADMIN: Setbacks entered in Permit Plan case NI, New Parcel Tags entered in Permit an N/A lJ r 5(„j2,27/ ts//5LP 1'^ Special Reports Scanned N/A �Corf�l�i� ��}� r �{ �/wtF %t/-2`/ Zy°l No parcel tags found for parcel Cases Associated with APN 940800018 Review Cases Name Type Status Planner BLD08-00474 STOLTZ F Application Received: 11/6/2008 Permit Issued/Case closed: 11/12/2008 Case Finaled: 10/29/2009 DEMO EXIST M/H BLD14-00249 DAVIS I F Tim Woolett Application Received: 7/18/2014 Permit Issued/Case closed: 9/8/2014 Case Finaled: 11/14/2014 New Manufacture Home BLD14-00447 DAVIS P Anna Bausher Application Received: 11/26/2014 Permit Issued/Case closed: Case Finaled: NEW CARPORT SEP07-00037 CAM14-00352 BY-RITE HOMES NA M Colleen Zmolek Application Received: 6/9/2014 Permit Issued/Case closed: 6/9/2014 Case Finaled: Application process for COU and new SFR CAM14-00385 BUY RITE HOMES NA M David Wayne Johnson Application Received: 7/2/2014 Permit Issued/Case closed: 7/2/2014 Case Finaled: Setback from building-slope OTH07-00003 KAY TRUSTEE F Application Received: 1/2/2007 Permit Issued/Case closed: Case Finaled: 4/24/2007 This case is filed with SE-'0 f-00037 WET SEASON EVALUATION SEP07-00037 KAY TRUSTEE I F Application Received: 2/8/2007 Permit Issued/Case closed: 5/1/2007 Case Finaled: 6/16/2009 SEP80-00027 is filed with this case. SOM07-00037 STOLTZ RCR Application Received: 2/8/2007 Permit Issued/Case closed: 6/4/2014 Case Finaled: SEP80-00027 KAY C Application Received: 1/1/1980 Permit Issued/Case closed: 1/1/1980 Case Finaled: 1/1/1980 This case is filed with SEP07-00037. 1l tidemarkldatalforms\R_Parcel_CRMLA.rpt 12/4/2014 Page 2 of 2 "WILDING PERMIT APPLICAN BLD14-00447 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00447 Received Date: 11/26/2014 SITE ADDRESS: 60 MAPLE DR PORT TOWNSEND, 98368 OWNER: LARRY DAVIS PHONE: 951-928-0280 60 MAPLE DR PORT TOWNSEND WA 98368 9408 SUBDIVISION: Block: Lot: 18 PARCEL NUMBER: 940800018 Section: 13 Township: 30 N Range: 21/1 CONTRACTOR: JOSHUA WASHBURN PHONE: 360-618-3190 815 W FIR ST SEQUIM WA 98382 Contractor's License HANDYMP863CR Expires 11/25/2015 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW CARPORT SEP07-00037 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 8,901.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: OTHER: SHORELINE: CONST TYPE: DECRKAGE' 288 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $146.00 SRE 11/26/14 153916 Plan Check $94.90 SRE 11/26/14 153916 State Building Code $4.50 SRE 11/26/14 153916 Total: $245.40 11tidemark\data\forms\F_BLD_App_Bld.rpt 11/26/2014 NOTE: Site dimensions are from a septic system design 7 l� V!1 plan prepared by Michael S Deeney, Creative Design ` , _ r Solutions; approved by Jefferson County on August 29, , !I . J� 2014; and from information provided by the contractor, I ; II' Joshua Washburn. NOV 2 6 2014 'U APPROVED , cOuNTr SITE PLAN % ._J CVA1?JiUNIN DEVELOPMENT L DEC 1 6 2014 \idJEFFERSON COUNTY - ` UNITY DEVELOMENT,DEPT.OF C 4. =SIGNATURE: - \ • `o ` 1 \ LOT 119 ` APN 940 800 019 Scale 1"=30.0'+1- EXISTING SE`TII \ I \ THIS AR \ S, \ .s `may L' Z 900 ,TROPOSED CARPORT ,. C ;; LOT 18 � �'.o' •,o `o APN 940 800 018 ` I \ ti i/ #, A, , 1014 0., EXISTING ` _y , � `�,Gj�e�r �� \ \ °�° \ V d2 �3 SITE PLAN \ �A POLE BUILDING GARAGE FOR LARRY &TRISHA DAVIS '�- 60 MAPLE DRIVE-CAPE GEORGE PORT TOWNSEND, WA 98368 LOTS 18 & 19 500 SAN MATEO CIRCLE CAPE GEORGE VILLAGE HEMET, CA 92543 `1 D. \q' DIVISION 4 CIO JOSH WASHBURN 014‘ -C APN 940 800 018& HANDY MAN CONSTRUCTION • "O APN 940 800 019 �otk' ^ /�N (360) 618-3190 O7 z ■ -9)6 3347o NA ,c STER � F SSEG/OL 18.-0" / 9'-0" � 9'-0" / I 4 El N co m o_ rna X n °' O o F.) -17 0 0 1 O * n - °' C 0 o � D Z v D 00 0 O 'V I- 7_ • � w.Z r D W D n w w iv ^� O) A 17 1 m dp m0 u o o o IJ F 0 m m -o -1 m m JJ DJ CO c T m Z x 4 = m v M ° m 4, z � �0 n r33 A H o T z 0 F O O 1 ° f z T CO . CO D A v° ild a cn I N �a v w w s,./ co 18" 6" / x N VIII 11:N / / / 18" / 37 O o n ,- EMBED = -ow O O z z � i ' Il \\7 r= l IA\ m - - , \I O D 0 m ____I I t D m z I. y.,�, p 360 379 9117 Owners: Contractor: < m . . Harold T. Andersen, PE m m .��°�•� ' c�6� ': Quadra Engineering, SP CELL 360 460 731 1 Josh Washburn 1 0 - e Larry & Trisha Davis N - _ .` le : 1630 Walnut Street, PO Box 2094 60 Maple Drive (360) 618-3190 N O Resr 99 ; Port Townsend, WA 98368 CAPE GEORGE washburn3791 @gmail.com a ' ?` "'„.4^'' htandersen @q.com Port Townsend, WA 98368 • P 441--. ���orr co DEPARTMENT OF COMMUNITY DEVELOPMENT W � 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.379.4450 I Fax.:360.379.4451 Web:www.co.jefferson.wa.us/communi .evelo.me E-mail:dcd( co.jefferson.wa.us r1 `t-- ,rte` R PERMIT APPLICATION NOV 2 6 2114 Steps in the Permit Process: -Review application checklist to ensure all information is completed prior to submitting application.w IlY01VELOPYGPlf -Make sure septic has been applied for and water availability has been proven. -Make an appointment to meet with the Permit Technician by calling 360-379-4450. -This is not a standalone application;it must be accompanied by a project specific supplemental application. -Fees will be collected at intake. Additional fees may apply after review and payment is required before permit is issued. For Department Use Only Building Permit# Related Application #s: MLA# Site Information Assessor Tax Parcel Number: Ci4'o &co C E Site Address and/or Directions to Property: Cp b ,'y 1 19-/✓L E Ij,e 't-OIZr -T flaws AJ Jj 483 Access(name of street(s)) from which access will be gained: 41,.:p7k g D,_ Present use of property: /,r'p r Description of Work(include proposed uses): Wastewater-Sewage Disposal This property is served by Port Townsend of Port Ludlow sewer system? YES NO X If not served by sewer identified above, identify type of septic system below: Type of Sewage System Serving Property: Septic Septic Permit#: 5 EP C")- 37 Community Septic Name of System: le>7 den /3t[ /AC Case#: Are other residences connected to the septic system? 1O p Additions or repairs to sewage system: Is it a complete or partial system installation: Complete X Partial Has a reserve drainfield been designated? Yes X No Date of Last Operations & Maintenance check: �/a „Ze Attach last report to application Describe or attach any drainfield easements, covenants or notices on title, which may impact the property: The authorized agent/representative i primary contact for all project-related quells and correspondence. The County will mail/ e-mail requests and information a out the application to the authorized.agent/representative and will copy(c4 the owner noted below. The authorized agent/representative is responsible for communicating the information to all parties involved with the application. It is the responsibility of the authorized agent/representative and owner to ensure their mailbox accepts County email(i.e. ,County email is not blocked or sent to "junk mail"). Applicant/Property Owner Information _ Property Owner: Name: f 61T/2lciii Z,4t' 5 V /-/1-/e-ry DA //PS Address: fn0 q/G6 D,. PORT �Oz-Uiil.S CM)) W1)- ?&360& Phone#: 9,S/. 9',2,)?- pp/8d E-mail Address: Please contact Authorized Agent/Representative with proj- '' fo. (select only one). Property Owner Signature: ( 7' / -C�_ct� fj 0_0,44 d��/ r - /1`7 Date: /1�i�/ Note: For projects with multiple owners,attach a separate sheet with each owner(s)infor of on and signatures. Applicant: Authorized Agent/Representative (if othertnan owner) Name: Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Vr Consultant Name: 7.To SLt,ve` ( J L k ,o,- (HRh1(I/(/ m/i-n P/vs) Address: 315 (,0 5- tn, _ - e / 98382 Phone#: '360 - 6. 10- 31 90 - E-mail Address: w slslnhv,`v‘374/�f J/rnAil. Ceram Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor _ Contractor Consultant Name: Address: Phone#: E-mail Address: Professional: Is this an Authorized Agent/Representative for this project? NO YES Engineer Architect Surveyor Contractor Consultant Name: Address: Phone It: E-mail Address: Attach additional pages if necessary Builders Statement The signer of this statement certifies that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Print Name: Date: —---_—___—� ti C. DEPARTIENT OF COMITY DEVELOPMENT W621 Sheridan Street,Port Townsend,\'A 9g3 ----7`- '-, •-< Tel 360.379.4453 ; Fax:3633.379.4451 _ ; 1 11 V I .---: 1 Web: v« co.ieffetson.«a.t s/conumunir development —� + " $ E-mail:dcd riCo.ieffetson.ra.ua i, �s IN�t° NOV 2 6 ^n 4. SUPPLEMENTAL APPLICATION - SINGLE FAMILY RESIDENCE PERMIT OR DUPLEX For Department Use Only - -- Receipt#: - Date. Related Application#s: Payment#: Site Information • . • Owner Name: Imo; 4514,q D6- ; S Assessor Tax Parcel#: 9 y0 SOO 018 Type of Single Family Residence or Duplex _ New V Replacement Relocated Addition Repair Demolition * _ *A separate permit is required . Select One: Modular Duplex , . Single Family_Residence Proposed Building/Project Number of floors # new bedrooms c existing - total bed # new bathrooms 0 • existing total bath Heat Source Select all that apply: Electric Heating Oil j■Lef} Wood Propane Enter the square footage(sq/ft)that applies in each field: Structure Existing Sq/Ft Proposed Sq/Ft • Main Floor - - Second Floor - Additional Floors- heated/unheated Basement-unfinished Basement-finished space or habitable _ Detached Garage-heated/unheated Attached Garage- heated/unheated Garage 2nd fl- unfinshed storage -— Garage 2nd fl-finshed space or habitable , . Carport-2 walls or less 2 Se Self 1"t Deck- uncovered Covered porch _ - - . Other(shed, barn, pole bldg,etc.) Estimated Cost of Project (Required): ,$ lcz1 o I • List existing buildings on property (house, garage, accessory dwelling unit, sheer, barn, mobile home, other)': All Existing Buildings on Property Use l-iov5e L,',.) ,,,,r, i.,Ja C 1<-s�c,,p ()+; 1#y / j� ( `� Public Health Information Water Source Existing Proposed Attach Copies of: Private well 1) Well Logs (if no log report on file, a 1 hr stabilization test may be substituted.) 2) Lab analysis tested within 3 years of application. -Total Coliform, Nitrate-N, Chloride 2-Party Well Items above AND recorded Operations& Maintenance agreement and recorded Easement. Alternative Provide justification and design per Jefferson County System: Environmental Health policy 97-01 http://www.jeffersoncountypublichealth.org/pdf/Policy_97- 01_Rainwater_Collection.pdf Valid Water Right Permit: Generally applies to springs, attach copy. Public Water: Name of Water Provider: -Submit Water Availability Notification form completed by your water purveyor. NOTE: If any of the above utilities need to be installed and disturbance will occur in a public maintained or unmaintained County road and/or Right-of-Way easement,then a Right-of-Way application will be needed. • Resolution#99-90 requires building permit applications to provide evidence of an adequate potable water supply per the conditions of RCW 19.27.097 and the Guidelines for Determining Water Availability for New Buildings.http://www.co.jefferson.wa.us/commissioners By signing this application form, the owner/agent attests that the information provided herein, and in any attachments, is true and correct to the best of his, her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in making any issued permit null and void. I further.agree to that all activities I intend to undertake or complete associated with this permit will be performed in compliance with all applicable federal, state and county laws and regulations and I 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. Applicant may request notice of the County's intent to enter upon the property for visits related to this application and subsequent permit issuance. Signature: • , A.-kA) Print Name: (\ce4rusts_ A3(2.4.1ntti-yA Date: f I /2 4.iii/ C FOR OFFICE USE ONLY 1) Water Right Permit# 3) Individual Well 2)Public Water Supply WS ID# A ___--- Meets Water Quality Standards? Yes No ,----- In Compli. ce e• No WRIA 17 Subbasin . SIPZ -Coastal/Moderate/High Yes No Based upon information provided by the applicant,it appears that the potable water supply: Meets Conditionally Meets . Does not Meet • 4D w4.soN coy DEPARTMENT OF COMMUNITY DEVELOPMENT {4� 621 Sheridan Street,Port Townsend,WA 98368 n EL) .-I IT- Tel 360.3'9.4450 Fax:360.3?9.4451 ,, �� I' I! �� r Web:ww'v.co.iefferson.wa.usicommunitvdevelopment I - - . --� E-mail:dcd(co.iefferson.wa.us '. i + I I skI N�� , Li STORMWATER CALCULATION WORKSHEET ---J ^ _ _.. !!Ni-iv i:,,!Fl nPr.+Fff MLA# PROJECT/APPLICANT NAME: A/A'V,, 5 DETERMINING STORM WATER 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 • 270 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet i j / 7 sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative)and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing,grading,filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds, that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir, western hemlock, western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal;herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY, CONVERSION OF NATIVE VEGETATION, AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert 3A acres or more of Construction site for structures Z a8 sq/ft native vegetation to lawn or land areas? Drainfield, septic tank,etc. sq/ft Circle: Yes Well,utilities,etc. sq/ft Does the project convert 2 Y2 acres or more of native vegetation to pasture? Driveway,parking, roads,etc. sq/ft Circle: Yes Lawn,landscaping,etc. sq/ft Other compacted surface,etc. _ sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 2 e sq/ft Cut Fill (culyd) 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 talc worksheet—REV.10/20/2014 1 • • STORMWATER CALULATIONS—IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) Se sq/ft Structures(all roof area) / 1 30 sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads,etc sq/ft Driveway, parking, roads,etc_ „.1 5 Q sq/ft Other sq/ft Other sq/ft Total New 28a sq/ft Total Existing — sq/ft TOTAL NEW+TOTAL EXISTING"ZZ 6 8 sq/ft 'This amount will he 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: / I Does the site have 35% or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of "medium" projects—those that must meet only Minimum Requirements 141 through ft5—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 Storm water 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. (tANDd NER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY SMALL_ MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stonnwater calc worksheet—REV.10/20/2014 2 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map Dennts Blvd )16. , - I 4 A. Legend re s S4:40L,CCOV ' -a JC_Roads •r+ :0 Parcels-H 94..:6XV• U, 40KOD2`.? O qn `e•1:: . - 9,1C-SOCC.12 3 9,1coacco,1 44050004r! "AO!.+C.Y22 CeD":°' 0 11■=1111MI ton 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.Thu Dec 04 15:20:50 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 12/4/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Ma uw otozw-k_k .•, ' o t I'. 0111110 .. ir ti Y" . " ib- It, t oy q ■ Ira r ! 01P4; gk ti +� Legend 949500036. _ ._;_ 0� 1... aaF Selected Features '•'_ a 3 0 JC_Roads rh t R .! Parcels-H M0500Li30 - rr 2013 Aerial Photos S. � F x 63 r� 940.49C!'G:. i 9's• S+I _ -.?39 '1 - 040a0Crr c I s 9a95oo04o so0018 91060002+! —`` _-1•S:7W19• rig/ s.40500050-.s.40500gyry 940500041 s if xn. SbbBM:r-lik 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. 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III MPR Village Cantor 9,PACCO29 'd R 94::5..:•:•::..25 9.1;:w_i_•F '1`:tiYr i Q u.l.. is i7e5 AP 1:20 O ■ RUTS Via.ge Center w'ISN}'AZS &1_'vV__rC•9 RmumnBatedMd 9 9.Ii.,54XX}39 'p1Cy.frn•/ 9.p26_w121 9.1C't':!:?`38 Lill eduslrul O MPR Rocreu eo r tACPY:0021 '+1,.-.:t:••'• PlateM mt FFF a1F.:5∎i:C-0C• 'yF_SCOtt'9 SACrv'_iC-029 E•4'_Pl_'{L'.+ 0 LIM 9.10 .w26 LNc 1.1v5_Wy_ 9405G_,. 9J06„'ry'.•y t1380:"4 til'&)X2'_: El Crossroads-GC ■ Cratsaads-CC 9.195C9025 ■ Crcaa.s.NC NpYYlt12 940SC•C'2'_'' 9.1CPCQQ'3 s-iwy.y.:3c.94,:ev!''35 ■ AL 1:20 S`1C�SC{.v19 uGA./beat Communal S40};tt i3 u'1::Yrti:2.I ShIQSX'{Z' " )9."D 3.9 uGA-uraattpht Yiduars \kr.i,,'a:CM u;.oNt wi Curet 6cr�s-,.:cm ChS 7C13i:iY+3-0 0®'S'_''1 uGA-MDR UGA+DR VGA-Public 11GA-LAR UGA-Veal.an.u.d Camtoaa MPR4IRN Breton CF20MRLO Came Foreal. Malang Raaoau Charley 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. Thu Dec 04 15:20:07 2014 http://gisserver/servlet/cum.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 12/4/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map 41'xL'ti•' 9,1 _•t J` 4 QzCiY 7 a1.2 'r -tic"' 7 4702Cf,10"2 4102ifY1 4IO2};;r Dennis Blvd r11_`_.•f�. 1 'C?IINN frJ1 Y:•_4[ <:,Nyy'+077 47G'i��C.55 �.7rvy_r'432 /J/r . 1 41C91iti0'.' t:.l(tiL±�_ll '�1CuCY:iY12 910000095 9•135:•:•:•� 4•lo'x:i:43" �--..• Selected eeatures wo5WL'• _1-d1UCcN• . JC_Roeds Parcels-H 47?5C1f077G 4108CYiti`8 elLYMi47? wC8Xv25 99(1800090 Shoreline Slope Stability $IAk tP 410S000i9 " .. 47P'iIX%)3tl '+d_'r_Cr'`6 '"i '?.Y}'.'4'1 u r'�II d+tmnwdeuc I�d_4•:�y t,. 940800038 W r) Unnabk • Unslapk Rmoot LanasMtla gL_6s JZtl 41JY1JS-39 wlrrr<I� _ 090800008 U n slat k Oa Lanasiwa Mae And 4106X021 +(J S'.1050(C.10 --`940800028 940102637 o%•1:',-.-oW) 41L•5CO:=1 47nwx._•u 9CLwC 1 490000029 f '.990800036 9,10500025 94:WX4 .1 •101r_ti419 � � 91�OOi03099i800035 990500(093 414:60: 29 {'t_.... Sal_tv:CC2• flu'F..:1'l:[WJi.r?(�•[f11.<vr,�-Gatti Sc..<'c.(,tS a ,s3li 990800341 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.Thu Dec 04 15:19:42 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.... 12/4/2014 Map Output • • Page 1 of 1 ArcIMS HTML Viewer Map JUS()0001 990590012 _,x20. _L.,..— 002131008 14 !940200018 940200013 ] i _. . _-■ •i 9102000„ 94°M x.70200000.940200008 , 9902000,2 Denny Wed — 940200006 t ' d 990500034 33 1 940800021 it 94G&IUZZ r __..___ felI 990r8Mt3 � i .......-_._ 1 4908-- - 4 t 9,10800094 ;/�` '■ 990590035 94)5001132 7 F`fi ds _{ —�._. I 940800023 —'�--- 4 _ "{ h} 94080/0092 940600045 = Legend 900500036+ 910500031 .� t• 94050001/ 940800019 `,, g40g00024 `'- - ', Selected Features 't 990600091 "0 JC_Roads 1, _ r - ,t � � t 1 _ Parcels -H 940500037 + -fit 't t8 , 940800025 , 900800040 y Critical Aquifer Recharge I Areas + 910500038 940SOW29��Y Y� 940600016 '1, 940800017 Q\, 940800026 Y. susC�uNK 900800019 ��Y �' S `� �` —��t © sARPw.susc 9405D0028 r 990800016 t, Y' It U suss -, 940500039 ` ,�. 4 940500017 900800pQ7 + h � 990800008 j l�l S4RPh `..r'` t _...- .1 �� S4 It I I SARPA•UNA �' i .�, 940600040 970300027 ,..--\. ''t 91os000la �, 940090016 \ , ;`- 9aaeaoora .1940000937 1 1 s`f� 'tom,�',. ,` '.1 —� t ��� 't , ,'1, .+ \ ---'_ +_— �.- 940500060 , 940500041 \ ' .� 1 940500019 ' 940800014 1 ' .� ,, 900x00024 r. ..--------- __ -- _1900800036 t � t 910500025 7 t 1 -YY 4 _ `-. I ., 440500020 t 940900013 Ali , � wascomo L90BWO35 940500049 ' +-----" _�- I _...... , , Y 940500043 1...990600024 I 940500021 1 940x00113• Man xonded M Jefresm Cant'Ccta Sm+cm GIS 0—fit 94°81)1134 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.Thu Dec 04 15:19:32 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 12/4/2014 Map' � ``"*'"` III ���Page 1 of 1 � �� ArcIMS HTML Viewer Map ,/ _94090003,4Y 940500033 I . 940850343 1 I I, 940800044 11111/1ft'Fir --r-- 040800045 Legend•/ '` Selected Features JC_noads Parcels-11 Contours w""m�= ,=,'� 940500043 940500021 l•-11 940800331940800034 Op6■4414mmw'5311 FOR INFORMATIONAL PURPOSES ONLY- Je#emonCounb/dooanckaMmattotheaccumcyufthodatucuntuinmUhominandmakennowmnonh/withraupedtohs ourr*utn*uoorva|idhy. Datocnntainedin(hiomupio|imitedbyth*mwthodandoocumoyufitouoUeubnn Thu Dec 84 1518:472O14 collection. hnn://»iyoerver/scrvlct/cozn.euci.coriolapfariouap?ServjcoNaoo=nvnuap&C!ieotVcToioo=4.... 12/4/7014 road Page 1 of 1 • • ADDRESS INFORMATION FOR 60 MAPLE DR ROAD NUMBER:P92 ROAD NAME:MAPLE DR ADDRESS:60 APT: REAL MILE POST: APPLICANT: ADDRESS CREATION DATE:01/01/68 PARCEL: LEGAL: GRID:AA-5-I FIRE DIST:6 ZIP:98368 POSTAL DISTRICT:PORT TOWNSEND PLANNING AREA:2 VOTING DIST:104 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=P92&ADDRES S=60 12/4/2014 . • $ �4i „='6' 8b m o vat u o 4999 it ga s $ H n a , , 8 ; SSE,w; �6 8 -zs " Ilo X s°az • w ' aso il $ 4Pao> ::; off _ a7n $7 y N"' > =n m Ozz AV,' 4q QM xxx a A �a • A° N o • a a ilil (SW 1/4 13-30N-2W)4o it(' o ��© , HP III ssof : iwalognm. PI <, i 5� 3'n�as o . q`c�F <, N°NNyLNfpi Im 11©. 4111112 F N" 0©®�� �a� Ell 0 I is ©© a Q , An oo ©©0© stlin a m I Omit s w s ���O�d I g II. I. i r tatili0 rrl Ys li rri 3e7 PAN/; < C r to y0ti D (` Q -.44° 0 0 gNU m A YZ Pm m2 a o w S 1. v O < O In D m MI �r, o Q/ i N f* 13 013 D,.,.e,•• L.G 2...44. (SW 1/4 18-30N-IW) IPP. O N o v g y a u°t� M n im CA 0 M 0-' • LP Abillt176 co � � CAPE GEORGE VILLAGE DIV. 4 SECT/ON /3 - T.30N - R.2 W- W.M. JEFFERSON COUNTY, WASH/NG TON ACKNOIVL£DEMENT STATE of WASNINGTON l COUNTY of JEFFERSON,5.5 On this(3_day of__ /965,before me, the undersigned,a Notary Rebtic N. 1:7 and for the State of Washington, duly comn,ssroned and sworn,personally ( appeared Howard 6 Riddell and V Kedh co,',.,,,.a to me known to be President ar ee and Sematxy-Tiruvn, respeehrol',of CAPE GEORGE NOBLE VILLAGE,/NC. .!.4:t-lc) and of CAPE GEORGE LAND CO,HC, the ewpnrathons that molded the h foreg0O9,ishumen;a dockno,r/edged the said instrument to be the free mod i..:" m A'aa9e ecyc vo/un/cry act and deed of each of sad ewpareheaS,for the met anal"mares I A. 44,-..0.1 therein mentioned, ad on ceth slated Mel they we,e,.hovered to ammo, qo ., ~® at W1 T the said sold •r and ons the seals offered we the respavfire ca.-porsh 0 seals of rem'corporations. 2 e11 +°:I W/TNESS my halm and oJ%.cish acs/borate offered lhedey and yea in this I� .i iJ certificate above.idle. � I32LtZ ,3e)aY O.,”Ig�� "W.+JI/J� . AIMRY POaLIC N AV reta.s Rtr�E�r �. 4 •l ommaAMraV, RNNYrIrY t/ 6Ln40". drench. I { ' L en,. Rr72J23'w It N �Mfno. .ab•'Zfle'N - cwnee EerN Ia aim Wow Hcnq.hiss. SWOOP/AS/ON Of SECT/ON see.cw EN6INEER^J CERTIFICATE State: I-=Moo' /hereby eerhly that this plat of'Cape George Yl/ye"�Diva"es based upon d an actual survey an sadly/Mon of Section /d,7owos♦bP 30 North,Range 2 Wes, NM, that the distaxes and ceurmr are shown hereon comic//',and hoof/have fully co'nplied with Me prop/slum of tae statutes aadpialliny. regteMteon. 4 Qf L.M `-retyar DEDICATION AND RESTRICT/OHS TREASURER'S CERTIFICATE • KNOW ALL MEN BY THESE PRESENTS tot the voderagned owner m pee.tiale e 4 Treasurer of Jefferson County, Washung,bn, hereby certify tot all fares on of Ile hand herein platted hereby d. -.1 this plat of'Cape Gorge Village the above he-epee-IA together with the payment of advance tares required Adore OM 4", subject to the restretions,covenants end reserved/on,set forth In fl/uq of the plat,are fu//y paid up to and ine/uding the year/465.4-Ma Me/certain 'AGREE/45NT fOR RESTRICT/OHS COVENANTS ARO REM/MT/ORS AND PRoiND/NS FOR ANNEXATION OF PLAT,'dated the 9m day of July,/965, a4;i1.-1p . and recorded in Volume RI,pages 548 to 555 under Audited file No./74650 -Sireauvco orreerresory cowry records of Jefferson County, IYashin9t00. IN WITNESS WHEREOF Ike undersigned here hereunto set/heir Mode this_/_3__ day ofa&,$dPf_,/965: CAPE GEORGE TILLAGE,/NC. APPROVALS Embroiled and approved /s_ife day of etulmm-___./965 azournR,-ribreu art coler, aamarl4 ".y-- Damned end approved by the Boyd of County COmmnasioners tois!T�yof4a}24 —/965 ( /I DECLARATION OF ANNEXATION flees (1.46...a.--- r r co�w_lEere+-- The endes 9ne d does hereb y seknonledge Mel the /a/ofCa P a Georg e eOrep orn urr comlattoafas aowaa oeeaAIAN•g ewgoIexs lip Vi//age Die 4'is hereby annexed to "Cap e George Cake?",and the plats thereof .- insofar/het/he some privileges as to the use of for reserved properly and right under -Cape George Coh.ny"m,d Me plots thereof are or/maimd to each and all purchasers end owners of any lot, tract or pence/ man the Lends of Cape Geo7e KY/age Dij.4"as are granted to the purchase's end owners of any/e/, Merl or parcel of the peals of-Cope George Colony, so4 o/ RECORDING CERTIFICATE however to toe same bmitafions and restrictions as are applicable to sack use as provided for Ih the plats of Cape George Colony. F for cord me the request of t/nwu-er 6.Riddell on thes_d_se day of CAPE 6EOR6E LAND CO. INC Iglu_ _ /965 or 2o minutes past FO_oehock, and recorded hn N.r , y4_of Plats ptgee2674,raavrds of Jefferson Count's'IT - Washington./) "5 rr rmiror •-` •� �! � _ aconeretR7-7RLAJORER DEPUTY"DIM( SHEET 2 Ole 2 S • .LP-Vol I "s 144865 CAPE GEORGE VILLAGE DIV 4 SECT/ON 13 - T30 N - AZ W- W M. everse 3.307701,<3 Y`/OS/ JEFFERSON COUNTY, WASHINGTON ®4,454,...7/7 f3 _ " _S B,. .ss {-W�:5. • 1 * .11'.49-/' a: :: Vl- 1,!4_L,44'.(:-/... :":::.4;.'3'f' 4.4„,-7.4,21-.4.- _ r, y DEN /S` ....7, `,..076/9^341-27 BLYQ - - Ai_____ L2 `\^ Z 292 I. � � /3000 h !30.00 !9000 WO V8 2/ � l� � l a amp, .3i�y ~'�K�L. c°.w. 0� \ '•1 ` °.z,.rsr^ 2, te.,,..- k e./5'iz'''r- a I`ve 65 °� sum fez ' '. °a /30.+r „1, 65. /z9.>s J t1:rs VIII - w 02. e.s'r' . NerN/>x< „g Ne7 r.faIK 54. 5( . d.o0 o ra' . 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' •• _ saoo 0795 rl70e ao 1�n A!17.54'e9'/K 'KI.3/ ) 1(0.70 �T(' DESCR/PT/ON �P This Piot of CAPE 0E0ROE Y/CIASE D/IC 4 "Le /betr*o' fhe PA",of Cope eceveyv Aii//oyr pie:A recorded.i7 //of. 4 /n /he /70,-1:1•44,c of quo-M.- of the southeast 99002t0-and ofP/o/r,Ayes 5.9 l'60 0//49.Me records of,/offrrsuo Comz`y, /he nco-Moort g osier of Me roufiMoor,f oizf►r ofSec. Woe .,g ton and/n o///be neY/hees/yo'rt•,-of Me.iwd4.0s/ /3,Township 30 North, ,eoo, s 2 Wert, 1YA9 and Con/o/,r MO/ Quo-/e3- /y/;7 frets}of County Rood No.40 Tess tho/Po.-//on Preo o£a9cr,.6ed os fo/%wr, .4// of Me.001-.290/v 266/94C22e2- /yrny /iz 5010'/o%t of Cope Geo,-ye Yi7/oge Die 2- of they soa'heos/ Qonrte- /os.• fhe P47/ of s'opo 6eevye Yi//oge Div 2 reco#-o-d no Yo/4 of P/ott$ye 44 co7d/es..r Sneer/ a,2 S Anna Bausher From: Trent Adams<trent @nti4u.com> Sent: Monday, December 15, 2014 4:23 PM To: Anna Bausher Cc: stevel @nti4u.com; davistrisha @hotmail.com Subject: RE: Geotechnical Report Prepared for Parcel Numbers: 940800018 and 940800019 Hello Anna, We received your email message to NTI regarding the proposed carport addition to the Davis property. After reviewing the latest site plan that you sent, Yes, our August 2014 geotechnical report and recommendations can be applied to the carport addition. We appreciate you reaching out to us for input and if you have any additional questions or recommendations let me know. Best Regards, Trent Adams Geotechnical Project Manager/ EIT Northwestern Territories, Inc. 360-452-8491 Ph. 360-452-8498 Fx. trent @nti4u.com NOTICE:This email and any attachments contains confidential,proprietary or privileged information intended for the addresses only. This information is copyrighted and protected by law. If you are not the intended addressee,you are not authorized to use, transfer, or rely upon the information in any way. If you have erroneously received this transmission, delete any electronic or hard copies and contact the sender immediately. From: NTI [mailto:info©nti4u.com] Sent: Monday, December 15, 2014 4:14 PM To: 'Trent Adams' Subject: FW: Geotechnical Report Prepared for Parcel Numbers: 940800018 and 940800019 As requested, sir. Tam.i Brothers Office Manager Northwestern Territories, Inc. 360-452-8491 Ph. 360-452-8498 Fx. tatni(c)nti4u.com From: Anna Bausher [mailto:ABausherC1co.iefferson.wa.us] Sent: Monday, December 15, 2014 3:57 PM 1 • • To: info @nti4u.com Subject: Geotechnical Report Prepared for Parcel Numbers: 940800018 and 940800019 Hello Steve and Trent, I have a question regarding a Geologic and Hazard Study and Geotechnical Report that you prepared for parcel numbers 940800018 and 940800019 in August 2014.The report seems to fairly specifically address the placement of a manufactured on these parcels. I am currently reviewing a carport to be added next to the manufactured home. Can this same report and the recommendation it contains address the proposed carport as well? I have attached a copy of the report I have and the site plan showing the proposed carport. Thank you in advance for your time and attention to this question. Please let me know if I can provide any additional information. Sincerely, Anna Bausher Assistant Planner,Jefferson County Department of Community Development 621 Sheridan Street *Port Townsend,WA 98368 Phone 360-379-4454 *Fax 360-379-4451 abausher@cojefferson.wa.us All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. cr. This email has been checked for viruses by Avast antivirus software. www.avast.com This email has been checked for viruses by Avast antivirus software. www.avast.com 2 • • • 7131/03 DEPARTMENT OF COMMUNITY DEVELOPMENT ADMINISTRATIVE WATER CONSERVATION MEASURES LIST To Promote Aquifer Recharge and Prevent Seawater Intrusion 1. and/or and other ar i rovedpme means andtallowed to be released to the soil slowly. ponds andlor other app 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 NOT .ELETIONS MADE AT ANY TIME. USE CURRENT LIST. ADDITIONS DELETIONS Standard Conditions for Resident Development in Jefferson County • 1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk(or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. This permit has been reviewed consistent with JCC 18.40.130& 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 7. BMPs: The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 8. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. t to this permit shall be undertaken subject to the applicable policies and ment pursuant p subject pp p Develop p performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine 2013-03-07 SFR_StdConditions 3/7/2013 1 Fisheries Service can levy pikes- Portions of Jefferson County, incl. marine waters, are included as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2013-09-06 SFR_StdConditions 9/6/2013 2 IA if - Ro7#Gownvsa1. IIn ",.� f, {;atrh}i�in 1,._ {)ard Drain c 1twr } p1t 0 DRY WELL 48irch Diameter Hey Filled with PLAN VIEW lib- ';'lazheol Grain Rod( NT$ 0 Ft cal Down3r01 Hnuc C� tl?u Ml Cerr of Hole e %vita"Capped PV or Other trearo Tope,- i Fltth',t'ithSula Sash$lor.k � �l.tlit=, I t I , p-, Fine ' ° x :# � � r " - ain. 1, �.ate a: Oiec y -; Catch Baain ; T(16rd Crain) ." 4altha:rmtrrr t r 4'1-nin- Side3 of Hole Fp Hale Filled with unect,kith tii 1112- Wadhe Fitter F rie. Drain n. b IP. M ti. 1' ..qvg FARpsa7n i t DRY WELL H ill :sroundovatar TTbl+o SECTION NTS Figure 3.1.4-Typical Downspout Infiltration Drywell Source: King County Volume III-Hydrologic Analysis and Flow Control BMPs-August 2012 3-9 Setbacks Local governments may require specific setbacks in sites with slopes over 40%,land slide areas,open water features, springs, wells, and septic tank drain fields. Adequate room for maintenance access and equipment should also be considered. Examples of setbacks commonly used include the following: I. All infiltration systems should be at least 10 feet from any structure, property line, or sensitive area (except slopes over 40%). 2. All infiltration systems must be at least 50 feet from the top of any slope over 40%. This setback may be reduced to 15 feet based on a geotechnical evaluation,but in no instances may it be less than the buffer width. 3. For sites with septic systems, infiltration systems must be downgradient of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-10 Tor Infiltration Infiltration These sirs are designed as specified below. • • Drywells General 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impeuueable soil layers. 2. When located in course sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served.When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum)and deep enough to contain the gravel amounts specified above for the soil type and impervious surface served. 4. Filter fabric(geotextile)must be placed on top of the drain rock and on trench or drywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25% (4:1). Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist,or engineering geologist, and with jurisdiction approval. • Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-6 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00447 Received Date: 11/26/2014 SITE ADDRESS: 60 MAPLE DR Issue Date 4/30/2015 PORT TOWNSEND, 98368 Expiration Date 12/30/2015 OWNER: LARRY DAVIS PHONE: 951-928-0280 60 MAPLE DR PORT TOWNSEND WA 98368 9408 - CAPE GEORGE VILLAGE#4 SUBDIVISION: Block: Lot: 18 PARCEL NUMBER: 940800018 Section: 13 Township: 30 N Range: 2V1 CONTRACTOR: JOSHUA WASHBURN PHONE: 360-618-3190 815WFIRST SEQUIM WA 98382 Contractor's License HANDYMP863CR Expires 11/25/2015 PROJECT DESCRIPTION: NEW CARPORT - NO HEATING OR PLUMBING SEP07-00037 4/30/2015 REVISION: CARPORT IS ENCLOSED, now �ermitted as GARAGE. - TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 8,901.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: CONST TYPE: GARAAGE. 288 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $146.00 SRE 11/26/14 153916 Exist: Exist: Plan Check $94.90 SRE 11/26/14 153916 Prop: Prop: State Building Code $4.50 SRE 11/26/14 153916 Total: Total: Total: $245.40 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY- THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY- SEE ATTATCHED • Jefferson County Building Division Permit Number: BLD14-00447 Applicant: DAVIS BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks E• rosion Control P• ost Holes Foundation Footing Footing Drains Foundation Stem Wall Straps(hold downs) E• xt.Shear Wall Nailing Framing Wallboard Nailing Septic System Finaled Septic System Finaled SEP07-37 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 FINAL INSPECTIO MUST BE APPROVED PRIOR T O BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD14-00447 1.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 2.) The site plan as submitted with the building application for a new carport on November 26, 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 December 16, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 3.) This approval is for a new carport with no heating or plumbing 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. 4.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 5.) A Geological Hazard Study and Geotechnical Report was submitted for this parcel in August of 2014 prepared by Northwestern Territories, Inc. The report addressed the stability of the geologic hazard area. Recommendations as set forth in this report shall be followed. 6.) AWB 1\tidemark\data\forms\F_BLD_Permit_BIdg.rpt 12/30/2014 • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00447 Received Date: 11/26/2014 SITE ADDRESS: 60 MAPLE DR Issue Date 12/30/2014 PORT TOWNSEND, 98368 Expiration Date 12/30/2015 OWNER: LARRY DAVIS PHONE: 951-928-0280 60 MAPLE DR PORT TOWNSEND WA 98368 9408 SUBDIVISION: Block: Lot: 18 PARCEL NUMBER: 940800018 Section: 13 Township: 30 N Range: 2\A CONTRACTOR: JOSHUA WASHBURN PHONE: 360-618-3190 815W FIR ST SEQUIM WA 98382 Contractor's License HANDYMP863CR Expires 11/25/2015 PROJECT DESCRIPTION: NEW CARPORT- NO HEATING OR PLUM • SEP07-00037 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 8,901.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 288 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $146.00 SRE 11/26/14 153916 Exist: Exist: Plan Check $94.90 SRE 11/26/14 153916 Prop: Prop: State Building Code $4.50 SRE 11/26/14 153916 Total: Total: Total: $245.40 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY- THURSDAY HOT LINE AVAILABLE 24 HOURS ADAY SPECIAL CONDITIONS APPLY- SEE ATTATCHED