HomeMy WebLinkAboutBLD2013-00245 UILDING PERMIT APPLICA!ON BLDI3-00245
Review Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT#: BLD13-00245 Received Date: 8/8/2013
SITE ADDRESS: 4250 S DISCOVERY RD
PORT TOWNSEND, 98368
OWNER: ERIC K JACOBSEN PHONE: 360-774-2443
4250 S DISCOVERY RD
PORT TOWNSEND WA 98368-9676
SUBDIVISION: Block: Lot: B
PARCEL NUMBER: 001322036 Section: 32 Township: 30 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTION NEW ATTACHED GARAGE TO EXISTING SFR
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP ADD MAIN:
VALUATION 15,000.00 ADD'L: HEAT TYPE: EEE
CODE EDITION: 2012 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: GARAGE: 424 SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: OSS
WATER SYSTEM:
BEDROOMS: BATHROOMS:
Exist: Exist:
Prop: Prop:
Total: Total:
Routing Date:
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $212.00 MEB 08/05/13 142341
Plan Check $137.80 MEB 08/05/13 142341 APPROVED
State Building Code $4.50 MEB 08/05/13 142341
Total: $354.30 SEP 13 2013
Jefferson County DCD
\\4irlcmorWrl.4o\forme\C RI rl Ann PH rn+ R/A/9M4
CERTIFICATE OF OCCUPANCY
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
(360)379-4450 FAX(360)379-4451
Carl Smith, Director/Building Official
PERMIT#: BLD13-00245
SITE ADDRESS: 4250 S DISCOVERY RD Issue Date: 09/13/2013
PORT TOWNSEND, 98368 Final Date: 10/25/2013
APPLICANT: ERIC K JACOBSEN PHONE: 360-774-2443
4250 S DISCOVERY RD
PORT TOWNSEND WA 98368-9676
SUBDIVISION: Block: Lot: B
PARCEL NUMBER: 001322036 Section: 32 Township: 30 N Range: 01 W
PROJECT DESCRIPTION: NEW ATTACHED GARAGE TO EXISTING SFR- SHORELINE EXEMPTION
THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012
EDITION.
OCCUPANCY GROUP:
TYPE OF CONSTRUCTION:
SPRINKLER SYSTEM yes no
THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 10/25/2013
\\tidemark\data\forms\F_BLD_Occupancy.rpt 10/25/2013
t')11t)'\I)
--- (24--------
co JEFFER�NTY COMMUNITY DEVELOPMENT
T.A�� cot..,„ DEPARTMENT OF COMMU 98368
Polt1ownsend•Washington 5 2013
66 Sheridan Street• 51 Fax
3601379-4450. 3601379-04 �Vebprnent �
4 i, s ,� v.co.jeflerson.wa.uslCOm ►
�
nFCOM l
lication !_.____. ,.
Master permit App arate sheets as necessary):
_•
pcton(indude sep % d�' / e: 6 7r. (=,«
Project ,. - Property Sit
22 o3d a�6 d
Tax Parcel Number. ��
s to Property: fly a ' I.
��✓ll LPn 1 . t•
q Site Address andlor Direction ,�
O , c c 8 email
Q
Property Owner(*)360of R C d• y; Fax. •✓��° v✓/f
Telephone: a 2 p:tc p/I tZo
email:
Mailing owner):
Applicant/Agent(if different from Fax
Telephone:
Mailing Address: P Plan is Use)
each box that applies ❑Critical (Minor, d°f Reason s Economic What kind hi permit?(Check O Variance
eM i or[M(a)r or R a C] Classification
"Mudding Single :, _. Detached 0 COQ •�or Unnamed or Use Class
Permit 0 (Essential Pul4ic Fa a Cas Garage
O SM�nuFamily clured Home O Modular 0 Special ndary Line Adjustment
0 Boundary p Commercial' p Short Plat
of Use 0 Bindtn9 Site Plan-- is
p Change ❑Road Approach t(pRRD)<Amerrdmeri
p Address--- --p Cottage industry ❑LO^9 Plat Rural Residential Development n
O Propane Business O Planned Afteratiai errrwt Revisions p Sign Management terwy Analysis o Shoreline Master Substantial Development**
eve rrit Bf v Si Shoreline p Site a Plan Approval Use eat Amend
C S emP° ry Mana9erri roe Deterrriirtat (SPAAD) p Shoreline Mans t��c Use District Map t nt
p Site Plan Telecommunication Alva ❑Comprehensive County Swine Master Use Di
p Temporary Use ctiel ' ❑Jefferson
❑Fores P A etease of Six-Year Moratorium ❑Tree Vegetation Request e cation Vp . a Fro- known:
�
•May require a Pre—Application Conference
wiredl�for this proposal,if kn
any other local,state or federal permits �permit(s).
Please identify y DESIGNATION OF AGENT relating to this app
to act as my agent in matters
Date: correct to best of
1 hereby designate
to this application packet
rovded herein.and k►any attachments,is hue tbn�
(agent respect
his,her SIGNATURE nerl ehoo or an that the f Of a��i fact m by the owner s fees and
this app►dation form,the any omission reasonable attorney's By signing its Any material falsehood QOUn costs, this permit.
his.her or agree knowledge nult and void. ainst all liabilit .j ,cud c
I Wither may result in this permit beingrmiessreor►County ag or agents for>� °purpose apPllOn
and hold as a result of or ki consequen0e wtdrn9 at the
to save,indemnify a against Jeiteison County representatives terns the County in
reVieWB and any qu re any way accrue ht of entry a to cess and County and its assumed unless the applicant agree to provide access and rig Staffs access and tight of entry Z O��
I further re Date: threaten:or
review and any required 0�8�its pry upon one or more
time of the appilca'' the
L mnit may negatively �deral law known this
endangered potential result an en endangered species as those terms are me f be undertaken beam
keasares your
,cant will urrderta �
The action or smogs APP► to the applicant an endangered individual
permit has been species e d ill ESA. a the ES makes t, assurances
et add. ns and dates k below•
� County oar file
a laws that tie,she or it ho
`Endangered even if yoSpecies will violate the ESA. Any individual,group code.The App this dges that and he -2a I Jefferson
permit has been issued in wihi the to complying with the ESA. The Appear Date: /
Signature:even d you for adhering
and nonhans{etab
Signature:
• PamitCcntcr\###FORMS###\DRD FORMS\M Master Parini Application 5-29-r8
G.\
The signer of this BURR STATEMENT
�Y wiN be assuming statement� ���Y certify fhM they are
po^ a of the General the Owners of the parcel referenced
Signature: Contractor for the herein,that
r Posed Project. Y are not licensed and that
GENERAL CONTRACTOR OR MANUFACTURED Dare:
N�INSTALLER:
MAILING ADDRESS: PHONE:
CONTRACTOR'S LX:E� ( ) FAX:
NUMBER;
Ewa.:
( )
ARCHRECT/ENGINEER: WAiNS
MAILING ADDRESS: NUMBER
Li New Type: Frame Type: Bathrooms: EMAI PHONE ( ) Fax( )
dct Ty Wood
Alteration/Remodel dditi L1 Steet Existing: shoreline: U Se of
I C Repair p Concrete Proposed: - U Smverserr System
Disposal:
❑ Demolition 0 Mason Total: �- Bank D Community
T o Oar Bedrooms: Height: S Individual Sys System
*tgf Heat: _ EXisting: '�'-- SEP Permit IX -400e17,3
/�� 4 ri C _ Proposed: Setback Wafer Supply;
if • Total: 2,_r A Private 0 Two Party 1.
Number of P• L- -1 • ,. .n •
- 1.---L____- Name of System: fJ
Number n9 Spaces: Cement: _II ,'``1 1_: f.. •� .:
bar of occupanS(includes Proposed:sed,.
H th j e,of O CU 1w,Type'emgo .etc) Cu r_ Number of AAA Parking S
construction: Races
I Undergrlound Tank i Above ` •" W You have F
i Heat Stove i Tank I Abo aground Tank ,. m_ cod Serviced
Size of _ -- �a �,,, ;
I Heat Stove
� is I , Ins Iles stove I Fireplace Insert I Propane Tank:
I •, applying for a n.11;y l ; / . �. .: H, Hot Wee/ No I Pee Stove i Other
/area,tank location and t to install prepay tank No
includin. the reserve area size,distances from You must also set /t s site plan
re Foote• , Propane tank to all property linos,buildings�/ buildings,all pry,
Main Floor f system components,
Heated F- , a t'p a., °F�, �.
Floor Heated y�0 4 EH Bki App Review:
L;, ,
}+.p e
Other Heated �' < `n s Consistency f� IIIIIIIIIIIIIII
� fancy Re view
'
Mezzanine � l`
Heated Basement /� �� v Additional
Section:
1378 - w
Unheated Basement x :' Ran Chet*fee:
Other Unheated 0 �,.' State Surcharge � �.�L)
rge loe:
�� 1 -� ((,,, f Ini
Garage/Carport y Pot WaterRevieryfes: ►11U�\��,-�
qS ® ' %��-
Qecks - 1.
'� ' �. SUBTOTAL f
Other
3-5-P /� '"u�l , 911/R lJ(o • 3O
�!` ,.;:., d Approach fee:
11 lim MI ' '4 TOTAL: taillimillinni
t Receipt Nur»6er.
ESTIMATED COST ; • : Cash/Check Number. F
market val : ��r and ma .materials • Date: l G1 finish 110-!u■s� Initials: ® l
G:\PemtitCd 4• IIII
\###FORMS###WRD FORMS\Master P ��
emit APB 5-29_o8 clot
3> -I m x
-b 0)
CJ) -I -1, x -I -I
o m -- -- m -o CO
01 X o_ C7 r1- X CO 0
7 11 01 0 - "O 7 7 1
0 CO C 0_ CD CO 0 CD
3 C_ CC -- CD Cc O co
a m r+ o CD -
7 n -5 E , --
cD o O o #x
c � � � cD cl
co -. - 7 CL 0 O
GJ CO 0 -+
co CO O
C_ o
cn 3> o
n
o w
N
--' N
GO O
CO CO
C cn CO CO
O H-
- 01 C_
v 4 rn n � r+ a r -I co o
o Iv 70 0 -o c n o a w m
70 CJ1 H 3 01 CO O -I X N O
-I O C7 'O CO CO
I- m -I cn co co -I n 73
-I cn 7c m x m Go 03 n. m
C-) O -I Z Cn O 3>
3 x O L rn c Sp CO f
0 Z H 3> -I 70 7O O
cn co C-3 3> 3> m C -I � O
rn m c-) o 0 � x 70 m r X 70
Z o CO 0 a H -C Cx1 0
0 .c CO O cD -I ry
M m rn m r C x ro m
0 7o Z cn m o 73
0- -C CO O O N -i
X � �
= 3> 70
-' O H G7 O 3
0 z �1 3>
0_ CO o cD r w co
o co o � o -1
E co c o rn
rn o_ 7J
co cD
1 o c
co o_ co
C7) m m
rn --,
0
0 -1 -I
C-) � .�
3 -0 MI I-
I= 70 o Z
M C7 C7 0 or 3>
--.I CO = =" = c
1 CO CO H 0_ r+
Gn 0 O
M 1-1 c 0 C7
O Z O r+ o_ MI 3
0- G7 '5 0 O
I- CJ1 - o_
O m C- O GO - CD
-h a �. �1 -- --
cn
c_ 4 0 1-1
o � rn Z
0- N T .0
O c
-` H
O
(0,-It K 611(0 ' CT'a rot 5'e-- ` fI'D
Qre rSe41-'-! E�ci5'�itt�
r 'r
t6,-4S --,
o .c
3 x(4,
der
fix;g4;.,°!— e} `/ •
'6,t
(es-letitred �a
w.,,,tu)
°6,1`i
0 . .eut"riicifok, t
I
s{vfek le✓ -
i li A n
101)(71-4. i!
4Oal H
_
l
s:
vvrA,"r g u II h it 1 ��
ti
;r delay/air
F-(0,,v, R.
AAA__ .
JEFFERSON CDUN E W
UILDING PLAN REVIEW 4 design
PROVED�+►S sUBwtn-rEO
Addition-Presc+lptrye build on APPROVED unheated Garage PRO / ' - NOTED
16'-8"X 26 u a
Owner/resident 1 n Sebastian Eric Jacobsen&SVrnbO Y D 475')-&-kbl -
4250 S Dtsc°veN Rd 98368 a��e U ieWer
WA 360.643.0922
Port Townsend,3 4.23,
Cell#' COO��EOPME
iEFFER UN�0�
Yet to be d PEPS OF COMM
Yetto be determined
on plan
rip. F` ' _—
bars @ 3" Om B.O.Footing
Notes: ,-O"Tall,Min.
wall-1 „deep
6" Foundation 12."wide X$
VP.Conc.Footing- meat-2 continuous horizontal � below grade.
� Reinforce PSI after 28
VP.Footing 2500 Min• waterproof
sack mix, roved
Concrete 5 d subsoil. W/3x3x1/4t1 plate washer
Outside face of concrete�t�have app nt
Outs undistu embedment location.
Footings rest on �" min•em corners. garage door►oca
it with"from each building
,�"X 12" anchor edge overhead g
VP @�„0.C.-VP @ „thick W/thickened
diameter,min.4"thick.
-fyp concrete slab X dam sheeting under slab.
VP gravel 2 m plastic she
TYP 6rnil vapor retarder p
Framin Plan
isolated from concrete with
--�� concrete to be pressure treated lumber or Notes: con
VP wood in contact WI 12"field edges of
impermeable material. Doug Fir#2 or better studs solid blocking at all edg
impel ruction 16"plywood,Nailing @ 6" edges, 6-g"field,
VP 2x6"wall wall n ilia COX pi
VP wail sheathing side of R.0-
ilingeach side°f overhead door, house trimmers each
VP sheer wall na a door W/2 tr coon-
dar siding to match rest°f of forming inspection.
VP 5-1/2"d' paper,under cedar 10' @ overhead garag
m beam header spanning header size at time 15#building ul °n-site for d
VP performed by Boise Cascade
Load calc•p 2, on Center•
itch spanning 26' in inspection.
VP R Frami n Puget Sound Truss• sheet on-site at time of framing Notes: and engineered by Engineered spec
truss,not attic truss. E wall at"new" gable wall location.
-gyp Truss designed
Standard flat ceiling taped over load bearing between all trusses.
"PM gable end truss f with H-clips
per Truss MFR• u the roof,�p vented blocking enclosed soffit vent at eaves. ent by the MFR.
Ridge vent,an in W�staggered coursed r�field.
p approved underlaYm aso�4dda 1;qe
VP sheathing es, over aPPr pus sapoa el'ge il< '% h�s
VFW cdx roof ing nailed @ 6„0•C•edges,residence fi B:n of p
athing match existing ola ►usetu,oluo°► l u°l °�,� :.'i v
VP roof sheathing n► i���a�u� •�s��sl �u�is! y..�,.�.
(`(P Composition ,...t.,,,...„.4 o.ulcida we :a.t
FILE COPY
i •
-r
o 44°. \ N
IP
Q
g,. . -,
x �„
1
.
t
tf
-,
4
r
' ' ►
4
G,
II oa...
44
\ 42---) 3 ..e., .
,km
is.
.-. . ...
\ A N N _ . . .
,_ - :
.. _.....___ ___.,.
. ,
...,____,
,,
_ . 2
... . 3 . x „.„...
\ , __
. _ . :,_ .. gl
_ _ --
o
S
,k
1
cam%
o
.i
o Ril
�� o T
G
0
i S (51
Nil
Y
4 s
rN
,
.
, .
,
,
,
N.
yF
ti
,
WA moo
/
,/
r y
/
I
/
i
/
7
,1 i J
1N3Wd013A30 AtINf WW03 101d30
Al1\1f103 NOS83i331
£IOZ 5 OW I`I
AIDE
t„r t o,fV 1/ i
P a ,oaV ,
;, 0 4. h1I '#i,L ' a*S
,g 9 ab VIM -I-4
ro. - a.A9p5:(5 S oS'e41
L,,rrs c H7strobt ?4a
I .
, 1 .
. , „ 1 •
•
,
: 1 1- 1 _
! A--I I
, ; I
1.-- i I I-1 : 11 -1-1 . . I.__II
. , , 1 I
, , • I . I ,
' I 1 1___.1.___ii_.L-.,, 1
-- --- ' ! , '
' I 1 I I I 1 , As p •. illy op, i • •
, 1 i
,
, , 1
.
r- !
i I _ 1 1 L . 1 ST PL' N I I
I
. • i It I I___.1 1 1,_
I I 1 1 1 1 1
I :
! -:! --I----I.----1•-- -i---1------1-±-1-1-___.___________ ..___.1
1 1 • ; ! I
9
.,,L.,;Qt., 1 PS' 1 „ 1 1 I 1 Ill 1--1-1" - -'.'-''''' -I- 1.----' 1----
,
I I IL ___-.___, .___ _ ..,.......
I- --•1 -!------ ----:- ----- :------t-------;!---T---1---1-1----I- I -I- --I 1 1 1 ■ I
I i I 1 kUG I 1 p 2013
„ ;
I 1 _ 1 I 1____.1____j___t__________.1_ .; __._ J.--, - -• - , - „
__,
-- „--. I , 1 , ! 1 :
, . i
, ! .
• • I 1- i 1 I 1 :
1 1
: ■ __‘ ._•L__Li_____i-----..,---i-----..T-----r--f---1--i I 1 1 I____I I_______.___ d_ I._ I! I
I 1 1 j 1 •. I co 1, 1 I . ! .•
i 1 i
I_Dmitte.„„,,, 1 ,_, „ . r'..e 4; 1 A . .. .' --1.--•,..-•-•-..:----
. , • ..__ _____I .......H.____ * ' / -
, • ! ..-- ---1---;--- -- ---1----1--- --1- ---. -- 1 ,A '---I I-1 SIGN' f .• '16+' ,I I
; I i .16.___ptS •VQ.' '0 -I ......,....0,...
,
. , 1
.L__i_____.L..-_, ..
' 1 1 1 1 1--t---7- 1 1 6' I /1 I ;
I
• I I
I"-V.- 1-
I I ! 1 , 1 - 1 ,
I 1 I I t 7■• ,
■ :' ' -•1 ---1-1:--:'-----21--H i i ,
,
• I .,' L i 1 __ I__ _ _1_. _i_i____1_1...__.1_________i___1____i_-. 1 •-i I ! .
1 1 1
... ,_-____ , _. ___,...-.„-- , ; I I
_ i_ i 1 _ _. k_._.,_____,_____ _
11 ! I 06) I I __j____ ■ _
' -V 4(344(A 504‘AN thStPV4IILY_tik__°__ ak I. _L_____i t
i--.1_ ..,_ .--,-, r---.7-1.----1-1 il IP I
.- I. ._ _ ■ ! .
, 1
1
,____,
■ 1 i i i
. ! 1 I I • I ! -...g I : I 1
1 i ! . I ! !
: __...1.
: I A T1"_ •
1 I CI.
I
I -1- r-S- I I- I
•
•
!.... . :: ---11-t----I!-----\: - !' 1--- t----- T :I:
r-1-1--_r__I-.._1-1 .J... ___.1...__.1-........ -.II
It VI ; I r !, 1 I
; I I I I ;
I 1 I * • I ; I 1 1 -. !s• I --C4' I ,I _ ..I. !
:
I I I 1
, !!.. -1-!: I I I ,,o,i I 1 -- I
, • . I < I I\ „ 1 I. _1 _j__ 1,____ I.___ .
i_ _ 41 I 1_
I\
,
. , . • 1
: 1 : , . \ . ,, i , . i , , . i , , 1 , ; 1
,••••..„.., ......, r. ,
i
• ,--,
. , 1 II' ; -4.--' 1- I i. i , 1 ; lir ; 1 1
•
! . ....._ , .... , . . : :::..,..- 1 , • , \: , I/I` , I I
i I I ! 1 _.1._ J.- • i
i _ i.._ __! -.1,_ _I
I 1- 0 i ,
„
, : , ; ,, ___! . 1----v,--- -.,"c---c---- --------; Ito 1 I 1
I ,
_..,_ ,
tri , .te , ;
: t_.., ., 1 41 I ,
. 1-. ! . _.,\__.„p__• , „...,_ I
I• , , 1 1 ! „
, k I 1
I ,....1
.t.-
\_ ; , I _IN 1._0.1b..`_6_1_ %le. 4 1.
, . ReSggkit
•
•. I
1 , I gfilit4 Iek
. I : V. , 1 , I
• 1 I I I
• • , • I
.. ... ; ; . ; • ; , ; IIV I , I , I I 1 I
, ; ,
I \ . ■ .„, , I ; , - ; .
1 - ,K
1 , 1 • ;•.
. , ! ,
- ! • \ .-4 ,-- 1 1.0_,_.ig_r_14%' 0.4,,,,.,.. , ! 1 I „
,
•
, L '"?'1`r'17.--7-7.-.131 . ' > I ..1 . 1
% „______1 , ' 1 --- • : ;
. ,
-• -:, Nit 1
• • ! '. ! \ : i 1 ' * I I 1 1 i 1 1 .
. ' , . ! I I 1
---
_ • ' ‘I , \I I L____!... .!_.......1____.i_____.I___1 ___1..._.I._ _..._.P,R00,5e eli ! ■ _■ .
. : '
i , \ 1 ,,, al ,
I._ i 1 1,21tA(/‘ ! ex k.sile.r.___ ___... _
„
\ , :
. . __; _____o .._-_._..;_ ..._i. ' • :
i • . • 1 1 -1" 142. 5T..,;:c4.1
1
. •,-- „- --, i
. • ; \ ; 1 „ '
;
; „ • ; „ i ' 1 I I I I 51i?; `
_
_,_.
. , . .
„ .
. , I „ „ : I 1 „ I I ---) I
, IN • I .., , I I I k--
- : i i. 1
i___ . . ;
. I
. • N i ; I , 1 I
I 1
,
, i 1
' . - ' ' -i-- • -■'-' ' -- : ;el- i. 1 1 I
!_ti .._.,n. _.N, 1.._.;__E_: no,..1 ye,./v 1 ' _!___ .__I__
. . , „ • 1 •
1 _GA,..4.1.e.1 . „ 14?. 7$1
.
, ; „-- , ; • ,. -;•„,..„. , ; I--
_ . , , , I
-41_ 1 „ . . , I 9. 4 cre,tA'.1 _ _ .
; ..__ „„- ;
1 1 1 1 I
, . „ ■...14,Q. „ , 1,,s.....1. „
,
.
• ; „ j 1 1 I ,
. :
..
. ; , . , „ --„--t ; -„- r 1 „ „
.__. ,_ _ ,._, ..,,_... [
,
, ; _ :, _ .._ „ ...,.
. „ „
. „
1 ' , , I .
, • „
„ 1 1H ;t, 1 1 I ' „ 1
e , :• 1 ' , i • :
' --H ;
I •:.1.-; - .--•_ ,.7); , - ' i 1 -ilt \-NovSt._I. i i
. '
, I !, ; ,
i ' .1 i_ 1 ! i i - t2Lti .-
.
, : 1 -i
: .
'
. ,, 1 ,
--,,, t . . 1 I ;
ii 1. 4: 46 I L4 .1 •
, ,
.,... i.-3P-! ! 0, !
.
. I ! I ! , ! 1 i • 1 1 I I -
-.ri
■
. • • I ' ; i I I I
'
GI-) . i - ,i. . i I ! i •
ri , ; ' I I :
-fit- I ' I I I ' I
c cer", . , ! , $-,;,-R,sil . 0- - '
i 1
Z = :._ *11__.!_.....#=1.._I___ ! 1 i OM` I roj 1 1 I
'-') ' 1 1. 1 !
:: Alri• ' .10 1 ---„............ .,-
c:, = „ , „..111111•11111111111■Nol■ilmomma...- I
• ! , = ! ---6- Cgt I' ji_ .... r____‘..._. .... .:_,...;-,...... ........11'.‘.70,11'NIMIIII■1111■1•1..7..-'.-.....--- i 1
rri , ........ W"MIP i.
r-
CS
: , I 1 • ! r":i. .... -.:'WeINSIIIIMINIMUNIMINIIIMOIIIIMINON =1! ---, '
'I I
. . : : t•- •I I ;•
. ' g
I '
. I 1 ;c4 ‘,1 • I I . i ' I
, MimuillirMingalitigialilliWININIPPON i .
A: . 1 '''' I i
• • . : r ..),---, 1 -1 1-- : , ! --..... , i 1 1
i I.. /.1 ; , ,
, , „ ' I „ ,
.
, - , „_ i__ I J___1._ J.___ , , •
• . , , r----r----1 : .-r i
! I ;II--;I I I- I 1 -1! !. .I
I i 1 I c 1 I 1 :
! : I ;
I 1
1 _, . , 1 I i ..; i ___i ......_,.. I____F _ ... ! . !
16 I
. ,.. . , ' „ : ___,___.______ ___,...__,. ,____,
. , . ,
,
„:99. /.8124.1-ES4 1 , , 2 ' i „
; I ' -
, ,
_ ; I_ 1 ; , ,
-\
.
,
. v.p.s I 1 ___ _ L.__
• , , . , ,_
1 I 1, 1 I oftAIr-7.----I-
0E61= I . ..........,_____ ,..._ ......1 z+.. ___L_ ., . ..t. .....1 ......i ,...._ i •
■ ,
; ' la 4 - 1 .= .., ...i.- -
. ' i • i USAWN%I:01 40)01.6414%_4, ._1'/ •111118•111=1121,1=1-,
■.-. --.L, I k I Ill _.SM111= I I - I
........,. ......4... ..,-.. .1,....... .........
! '''' I ! f HIMNIMINIMININENIti XIIIIIISSININIMIMMEIMINIIIIIIMIIMEMINIMINIMINUMIM II •
: , , ., :
! I I A:'
I I 1 : ti ' , . •
.
• 1 „,
• A ... t'il
t,&.t.ff n / \--V+5\17C+ t. ; % ect..-_- , I it ; 1 I
1 I I [. ._, , i 1 „ , , .
, 1 1.4 ;o : „ ; ; ..E, i . , _-.7.r.
, 1 : ,
, .
.
: i
i ! !
. . .
,,, ...... _...7..., : ........t.:.. 1 -..._.4,...... i ,___,,,f.! _ i _ !!,....! .........17,_. ......=.._ =_.i.
: .1.1.• I •1 .
• .
_; _. ... . .... : !i-- : , ; I i : 1
'[54,2 f' : ' ' • I
i ' ' I • : : KIll ' Irl ,
■ ' 1 1 I ' X
! : !
. !
. _ ! I
: : 1 i 1 1 rA ! ,
, .
..: .., ,. _ i..___,____.....___,,____;.. .._,..___,____,_____;_____t_.......,..........__L_I___ ___.!. , LL__ . .1. . ?Alpo ."-• ....., .., ,......,._..__, __...t. , . ..
, .
, , , ----i--
, i i ,
, , 5 141-cis- •
! i .' 1,, ... •
• -.'
• : •: - '. . „
. , , 1 ,f • ; :
! . i
. 1 I i
! ,
. .L 11._ . 1._._ •'r ..4011i1 . :
. : : _1 1 ; ;, a i A..iii .... ,....._. H.._ _. ;____•_._,.?;,,,,,-,:,'j.„...,,,i1;;,:ii-11_,,.,._._i_P__....R______;__OV__„;Ei) ...,,,,,,,,,,,.......1
, .. ,„ ,
02; _,,fri.l.., ,..• ---c!
. ,
IOSe . !
; 1 .
1 ... ! 1 1 .1...... In, 1 1 '1'.1.I.i . . -
. . ',..:e7. !,,...'-' ' il
,0)/) i . ..7., . '... i Dv eccr 1t-)A Ir.& ‘Zfigcisp, 14 0 I-N I e kil
P L I ,
!
1 - 2C/09 1'• 1 1.--s I .1--- 1 1
\ • I ' 1 '1 1'1.5 ; t / ,.- .. •
'
: 5 56; , ! dk i 41'C.:If::: ! ' , , i ! , .\CO* (4,■.LP., eN '00 1 ''''''0-0, I ", ...)444.7 4>4"(10. I • •
• .-
i
. • I•riA..i.j,:iIII: I ! ; i I .
...ott .6 ‘r. ,t_0 -__ , .._ , ...... ..._4,. • ; it,pr.• 1,0.xlcouliTyl T. : _ ,,IS___._11r__I. t._..i.. liv'RRH .-I- 47-50 5' ,..1,..3_11°_Vei.,•;12'_ca)Y fock_.4"4 xrsi _. • , .__.:..._
•
" EPT. •F CO4 1TY :. ._ a ' tz,' i
• 1 D P 1 „ , •
. I. "
DI(. , ,
; ' . :-SIG--14AltiliE:-,;:....- --- ...ail f I 1 I L I -1- ‘,1 : % I
I .6111.0 5 1 ft
./ Lii-Aki G• ;
.,
. •
" ---•-- --. " " ,t i .
: • . 1 •
: .
,.
- - i : ..!.... i......:.. ! '
1 ; I! ,
I tiiiiib■ \:, ; 1Y\ tk)k c 0,35' •
I° 2'
• i
_ . . ... . _ . •
1 • -
: • 1. r I I, i - ! : : - : • •
. ,
, ■ 1 4E$0.
-- ' -.-45Y
.
'
. I
i' ,
. .
, '
; • .... .
3 •
.
„ .
: ' „
' IRE,ftv'Tris 0.'41 s(2.1.3t 10 W. 9 S. 46
11
, .- " --- „ ; ;-;--ir--, --; ; ;
. . , . :
, •
. . . • ,. . .
, , , I I 1 3 61P J,3 E3 ....,i 7518 • .
.....----. ' 1 ,
i ' „ : !-• -„---';;•---; ' •' - ', --'r-,.
Op Front Parcel Review •
Parcel 001322036
Printed: August 15, 2013
ERIC K JACOBSEN Site Address:
4250 S DISCOVERY RD 4250 S DISCOVERY RD
PORT TOWNSEND WA 983689676
PORT TOWNSEND, WA 983E PORT TOWNSEND WA, 98368
Parcel Number: 001322036 S-T-R: 32-30N-01 W Total Acreage 0
Legal Description S32 T30 R1W TAX 93 &TL TX B LOT B SURVEY Land Use: 1100
V10/PG73
Flood District: Fire District: 1 Planning Area: 2
Flood Map(FIRM)Panel No: School District 50 Zoning:
COMP PLAN
DESIGNATION:
COMMUNITY PLAN: UGA: UGA Trans
[ ] Plot plan states "property line"
[ ] Assessor's Map(Property lines on submitted plot plan must match t pnperty lines as identified on theAssessor's 1/4 map)
[ ] Legal Access to Property YES NO
[ ] Parcel Tags or Scanned Documents YES NO
[ ] ESA's: Special Reports Nearby YES NO
[ ] Designated Ag YES NO
(35[ ] Shoreline Designation: YES NO
[ ] Shoreline Slope Stability: YES NO
Stream Type:YES NO
Fish& Wildlife:YES NO
Wetlands: YES NO
Rare Plants:YES NO
Seismic: YES NO
Landslide: YES NO
Flood: YES
Erosion: YES 0
Aquifer Rech. -.e Area:YES NO
SIPZ: .ne At Risk High Risk Coastal
CMZ: none High Risk Moderate Risk Disconnected CMZ
Stormw.ter site plan submitted: YesNo
[ ] Fores' ands: YES NO
djoining Forest Lands: Commercial/ Rural/ Inholding
[ ] Mineral Lands: YES NO
[ ] Agricultural Lands: YES NO
[ ] Archaeology: YES NO
[ ] Stormwater: New Impervious Surface Land Disturbing Activity ESA's
Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering
[ ] Notice Provisions/Disclosure:Airport YES NO MRL YES NO Forest Lands YES NO
[ ] Landscaping Required: Yes No
[ ] Parking Spaces Required NO 2 Other
f 1 Building Height: 35' UBC Standard
.] impervious Surface covera ercentage:
Resource Lands&Public: 100 Rural Residential: 25% Rural Indust.Per UDC Sec 6.7
Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only
[ ] Total Building(s) Size:
RVC:20,000 SF CC: 5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified
[ ] Setbacks: Front: Left Side: Right Side: Rear:
Shoreline Setback:
LSHA Setback:
[ ] Road Classification:
Road Approach: EXISTING NOT REQ'D RAP
[ ] SEPA Required: YES EXEMPT
[ ] Flood Certificate:
[ ] Existing Case(s)&Condition(s):
Violations: Yes No
[ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC
Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance
[ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO
[ ] UGA No Protest Agreement YES NO, submitted: YES NO
[ ] Site Visit conducted YES NO
[ ] Require Final Zoning Approval YES NO
[ ] ADMIN: Setbacks entered in Permit Plan case N/A YES
New Parcel Tags entered in Permit Plan N/A YES
Special Reports Scanned N/A YES
No parcel tags found for parcel
Cases Associated with APN 001322036
Cases Name Review Type Status Planner
BLD90-00177 JACOBSON F
Application Received: 3/27/1990 Permit Issued/Case closed: 4/2/1990 Case Finaled: 8/7/1995
single family residence with full basement and garage.
SEP89-00093 JACOBSON F
Application Received: 4/14/1989 Permit Issued/Case closed: 4/19/1989 Case Finaled: 9/23/1990
BLD05-00151 JACOBSEN F
Application Received: 3/15/2005 Permit Issued/Case closed: 4/4/2005 Case Finaled: 10/23/2006
DECK REPAIR- NO D-7NO CHG IN FOOTPRINT
BLD13-00245 JACOBSEN P
Application Received: 8/8/2013 Permit Issued/Case closed: Case Finaled:
NEW ATTACHED GARAGE I O EXISTING SFR
COM00-00060 JACOBSEN F
Application Received: 3/11/2002 Permit Issued/Case closed: Case Finaled: 3/11/2002
Sections of F\fence (large posts) are directly in neighbor's water view and are 8 -9 feet high. Request that they be cut
back to the legal 6' height
M LA09-00304
ZON09-00102 MLA09-00304 JACOBSEN I A
Application Received: 9/16/2009 Permit Issued/Case closed: 12/10/2009 Case Finaled:
SPAAD for addition to existing garage.
SOM89-00093 JACOBSEN F
Application Received: 9/23/1990 Permit Issued/Case closed: Case Finaled:
\\tidemark\data\forms\R_Parcel_CRMLA.rpt 8/15/2013 Page 2 of 2
• JEFFERSON COUNTY • I
DEPARTMENT OF COMMUNITY DEVELOPMENT
UNIFIED DEVELOPMENT CODE
TYPE I LAND USE PERMIT
APPLICANT: KARL JON JACOBSEN Q v o/
SANDRA J JACOBSEN V
4250 S DISCOVERY RD ��� �,` t;
PORT TOWNSEND WA 98368-9676 5ti' 'I
DATE ISSUED:December 10,2009 'L ,'
DATE EXPIRES:December 10,2014 ���
MLA NUMBER:MLA09-00304 RSON CDUNTV��r,ENS ,,.J
� MDNIN DF=-a
OfE
PROJECT PLANNER:Donna Frostholm
DEPT.OF COM
PROJECT DESCRIPTION:
SPAAD for addition to existing garage.
PROJECT LOCATION:
Parcel number 001 322 036, Section 32, Township 30, Range 1W, Loacted at 4250 Discovery Rd, Port Townsend
98368
CONDITIONS:
1.) The project proponenet shall apply for and obtain a building permit prior to beginning any work approved under
this SPAAD.
2.) The project proponent shall apply for a shoreline exemption to expand the garage at the time of building
application.
3.) At the time of building application, a stormwater plan that complies with the Stormwater Management Manual for
Western Washington shall be submitted. If the proposal cannot meet the prescriptive requirements of the
stormwater manual, an engineered stormwater plan shall be required.
4.) The installation of stormwater facilities may preclude the installation of an on-site sewage disposal system.
Stormwater facilities must meet setbacks from on-site sewage systems as described in WAC 246-272 at the
time of application for an on-site sewage system. Septic systems are required to be placed into native
undisturbed soil. Removal of soil, disturbance or filling may limit placement of an on-site sewage system.
Stormwater discharge cannot be directed to or across an on-site sewage system.
5.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or
sanitary hazard.
6.) 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.
7.) A minimum of two(2) on-site parking spaces shall be provided for the single family residence.
8.) Duration of Approval -Several of the included findings shall become conditions upon the submittal of a building
and septic permit. The duration of approval of the Site Plan shall be effective for five (5)years from the date of
original approval by the Administrator. If a building permit has not been issued within the five(5)year period,
the Site Plan Approval Advance Determination (SPAAD) cannot be revived or extended except by new
application that must meet all the existing criteria and conditions listed in this Section. Knowledge of the
expiration date shall be the responsibility of the applicant. The county will not provide notification prior to
expiration.
Limitations of Approval-Approval of the site plan shall not guarantee the performance of specific site features
or improvements (e.g. wells, septic systems, stormwater drainage facilities, etc.) and shall not be immune from
changes in state or federal law which are enacted or have an effective date after the date of the Site Plan
Approval Advance Determination (SPAAD) and which may affect the performance and implementation of the
site plan and associated use or activity. Any subsequent land division or boundary line adjustment of a parcel or
lot which has received site plan approval advance determination under Article VII, Chapter 18.40 JCC shall void
such site plan approval and require a new site plan approval advance determi•
nation application. Approval of a
site plan under this section does not constitute authority to comence any development or building activity until
such time as final authorizing permits are issued (e.g., septic, wells, stormwater management, or building
permit, etc.). Modification to an approved site plan may be required by the applicant and approved by the
Administrator subject to the provisions for Type I decisions. (Please request a copy of Article VII, Chapter 18.40
JCC for criteria pertaining to modifications).
9.) Pre-existing legal lots of record less than one acre in size in rural residential districts are subject to the
stormwater requirements in Chapter 18.30 JCC and must meet the"Area of Impervious Surface Coverage"to
the maximum extent practicable as determined by the administrator. Lot coverage is defined as amount of
impervious surface, which includes rooftops, driveways, concrete, etc.
10.) Setback from the S Discovery Road right-of-way is no less than 20 feet, side setbacks are no less than 5 feet,
and back setback along Discovery Bay is no less than 30 feet.
11.) The building height is not to exceed 35 feet.
12.) At the time of building application, the project proponent shall demonstrate proof of potable water.
13.) 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.
FINDINGS:
1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code,all other
applicable ordinances and regulations,and is consistent with the Jefferson County Comprehensive Plan and Land Use map.
2.) This Site Plan Approval Advance Determination (SPAAD) is for a proposed expansion of an existing garage on
a parcel along Discovery Bay. This area of Discovery Bay is designated as Suburban. This permit vests the
proposal to shoreline requirements in JCC 18.25, but is not a shoreline permit. The project proponent shall
apply for a shoreline exemption to expand the garage at the time of building application.
3.) The application was reviewed by the Jefferson County Department of Community Development staff for the
potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development
Code(UDC). After an initial Geographic Information Systems mapping review and an investigative site
inspection, the following ESAs were confirmed to be present on the subject property: fish and wildlife habitat
conservation areas (listed fish species in Discovery Bay); geologically hazardous areas (seismic hazards);
seawater intrusion protection zone (coastal).
4.) Due to a July 31, 2008 Washington State Supreme Court decision (case#80396-0), the Jefferson County
Critical Areas Ordinance(as codified in Chapter 18.22 JCC)does not apply to development within shoreline
jurisdiction. Proposed development within shoreline jurisdiction is regulated under the Shoreline Master
Program (Chapter 18.25 JCC). Based on this, the following critical areas that occur in the project area have not
been reviewed: fish and wildlife habitat conservation areas; geologically hazardous areas; and seawater
intrusion protection zones.
5.) Jefferson County determined that this proposal is categorically exempt from review under the State
Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i).
6.) The site plan as submitted with the SPAAD application on September 16, 2009 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 9, 2009 shall be resubmitted for review and approval by Jefferson County Department of Community
Development.
7.) This approval is for a Site Plan Approval Advance Determination for expansion of an existing garage only. Any
future permits on this site are subject to review for consistency with applicable codes and ordinances and does
not preclude review and conditions which may be placed on future permits.
8.) The parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Land Use
Map effective August 28, 1998.
9.) The property is located at 4250 S Discovery Road, Port Townsend, Washington.
10.) The proposal was reviewed against the site plan determination criteria of the Jefferson County Code (JCC)
18.40, Article VII (Site Plan Approval Advance Determinations). The criteria for approval is as follows:
1. The proposed site plan conforms to all applicable county, state, and federal land use, environmental and
health regulations and plans, including but not limited to the following: The Jefferson County Co
9 ty mprehensive
Plan and the provisions of the Jefferson County Code.
Staff comment: The application was reviewed for consistency under the provisions of the Jefferson County
Code, Comprehensive Plan, and Shoreline Master Program. The application was found in compliance with all
ordinances pertaining to the proposed development.
2. Adequate provisions for utilities and other public services necessary to serve the needs of the proposed site
■
plan have been demonstrated, including open spaces, drainage ways, roads, and other public ways, potable
water, sewerage disposal, fire flow and other improvements.
Staff comment: The parcel totals one-third acre in size and the site plan, as submitted on September 16, 2009
and stamped approved on December 9, 2009, complies with Jefferson County Code Table 6-1: Density,
Dimension and Open Space Standards.
This application is for a Site Plan Approval Advance Determination to eventually expand an existing garage.
The existing residence is currently using an individual on-site septic system, and Jefferson County Department
of Environmental Health reviewed the application and approved it based on the site plan stamped September
16, 2009.
This SPAAD was not reviewed for fire flow due to the application, as proposed, is located within the Quimper
water service area and the applicants submitted a Public Utility District#1 Water Availability Notification for
Public Water System(dated September 9, 2009). Jefferson County has no specific adopted fire flow
requirements to be used for permitting. Application of Coordinated Water System Plan fire flow requirements
for individual projects is inappropriate since the primary purpose is for water system design to assure adequate
pipe size, source and storage. The applicants shall provide proof of potable water at the time of building permit
application. This application does not vest the parcel for potable water.
Access to this parcel is provided by S Discovery Road (C601517),which is a minor collector in this segment of
the road.
This SPAAD has not been reviewed for stormwater requirements. JCC 18.30.060 and 18.30.070 require the
applicants to prepare a stormwater plan in compliance with the Washington Department of Ecology Stormwater
Management Manual for Western Washington to control stormwater, erosion, and sediments during
construction, address permanent measures to stabilize soils exposed during construction, and in the design anc
operation of stormwater and drainage control systems. At the time of building application, a stormwater plan in
compliance with the Stormwater Management Manual for Western Washington (current edition)shall be
submitted. If the proposal cannot meet the prescriptive requirements of the Stormwater Manual, an engineered
stormwater plan shall be required.
3. The probable significant adverse environmental impacts of the proposed site plan, together with any
practical means of mitigating adverse impacts, have been considered such that the proposal will not have an
unacceptable adverse effect upon the quality of the environment, in accordance with the State Environmental
Policy Act(SEPA) implementing the provisions contained within Chapter 18.40 JCC and Chapter 43.21C RCW.
Staff comment: Single family residences are EXEMPT from the State Environmental Policy Act(SEPA). WAC
197-11-800(1)(b)(i) identifies the construction of any residential structure of four(4) dwelling units.
4. Approving the proposed site plan will serve the public use and interest and adequate provision has been
made for the public health, safety and general welfare.
Staff comment: The proposal will not affect the public health, safety, and general welfare.
11.) The proposal would be constructed above the flood zone, as shown on the Federal Emergency Management
Agency Flood Insurance Rate Map(Panel 530069 0165 B).
12.) The airport Overlay II includes areas that lie beneath the FAA mandated traffic pattern for aircraft ascending or
descending from the JCIA. As such, this area is subject to routine aircraft over-flights. It is acknowledged that
areas lying outside the delineated Airport Overlay II zone may also be subject to aircraft over-flights.
13.) 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 Fisheries
Service can levy penalties. All areas in Jefferson County 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 developinc
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
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.
APPEALS:
Pursuant to RCW 36.70C,the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court within
twenty-one(21)calendar days of the date of issuance of this land use dedsion. For more information related to judical appeals see JCC ,
18.40.340.
11111bAd -—
rsmi strator
MLA09-00304
4 of 4
• •
�. gON C" JEFFERSON COUNTY C o E 0�/ EB
W 1 �+., A, DEPARTMENT OF COMMUNITY DEVELOPMENT
-\ ' AUG 5 2013,
621 Sheridan Street • Port Townsend • Washington 9836;
IS , O 360/379-4450 • 360/379-4451 Fax ON COUNTY
-INO http://www.co.jefferson.wa.us/commdevelopment/ 1EFFERS
DEPT.OF COMMUNITY DEVEIOPMEM
Stormwater Calculation Worksheet
MLA# PROJECT/APPLICANT NAME: 3 ei('p 2 /'J v1IA�( if ae'4• 14
DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first
to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction
with a stand-alone stormwater management permit application, building permit application, or other land use approval application that
involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required.
PARCEL SIZE(I.E.,SITE)
Size of parcel acres An acre contains 43,560 square feet. Multiply the acreage by this figure.
Size of parcel in square feet ,b 3-75, 5 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 .2 N sq/ft native vegetation to lawn or landscaped areas?
Drainfield, septic tank,etc. sq/ft Circle: Yes
40
Well, utilities,etc. 9 sq/ft Does the project convert 2 1/2 acres or more of
native vegetation to pasture?
Driveway, parking,roads,etc. P sq/ft
�,' Circle: Yes No
Lawn, landscaping, etc. '� sq/ft
Other compacted surface,etc. 0/ sq/ft Indicate Total Volumes of Propo ed:
Total Land Disturbance 2 sq/ft Cut ( e,- Fill (cu/yd)
[over]
stormwater calc worksheet Rev 9-9-2010—REV 9/9/2010 1
• • '
Impervious surface is a hard..surface that either prevents or retards the entry of water into the soil mantle as under natural conditions
prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow
from the flow present Under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof
tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials,
and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater.
�.,,,. STORMWATER CALULATIONS-IMPERVIOUS SURFACE
NEW ° EXISTING
Structures(all roof area) V sq/ft Structures(all roof area) r.)-3 q sq/ft
Sidewalks sq/ft Sidewalks �r sq/ft
Patios sq/ft Patios sq/ft
Solid Decks (71
sq/ft Solid Decks 55V sq/ft
(without infiltration below) (without infiltration below)
Driveway, parking, roads, etc sq/ft Driveway, parking, roads, etc sq/ft
Other � sq/ft Other < sq/ft
Total New y2(/ sq/ft Total Existing -2% I/ sq/ft
TOTAL NEW+TOTAL EXISTING* 3 363 sq/ft
*This amount will be used BY STAFF to check total lot coverage.
The following questions will help determine whether the proposed project is considered development or redevelopment.
DEVELOPMENT v. REDEVELOPMENT
Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: It / %
Does the site have 35%or more of existing impervious surface? Circle: Yes No
FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be
used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the
attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum
Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements.
For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution
Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and
prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction
Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those
that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum
Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan,
principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or
prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual.
APPLICANT SIGNATURE
By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and
correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all
owners of the affected property.
(LANDO R OR AUTHORIZED REPRESENTATIVE
SIGNATURE)ry �D,.;AT�E
)
F0;40# oo EON}Y i rr ,pa f t `, ; VliN p 7 Et iR
a A J e r t x g-t S
stormwater talc worksheet Rev 9-9-2010-REV 9/9/2010 2
•
eot�te.Vci'rcoc L t°e e c iv"L roeVLVv►e,gvLtc%L v tDereGir%wc�isego
Roadway
August 1,2013 0,, AU G 5 2013
Eric Jacobsen JEFFERSON COUNTY
4250 S. Discovery Road DEPT.OF COMMUNITY Df.VELOPMEN?
Port Townsend,Washington 98368
RE: Drainage Assessment for Property Located at 4250 S.Discovery Road,Parcel 001-322-
036,Port Townsend,Washington
Dear Mr. Jacobsen,
Envirotech Engineering (Envirotech) has completed this drainage assessment for the referenced
project. Specifically, we evaluated if the existing property drainage system can accommodate the
proposed additional impervious surface of 424 square feet(sf).
The design parameters for the pipe analysis are as follows:
• Diameter=4 inches;
• Area=0.0872 square feet
• Length= 110 feet;
• Pipe Slope, S=0.33;
• Mannings Coefficient(n)=0.024;and,
• Hydraulic Radius,R=0.17
A Type-5 flow was chosen because it was assumed that the pipe yields to inlet control, and is a
conservative estimate for partially full flow under a high head.The Type-5 flow capacity equation is Q=
(Cd)(A)[2g(h-z)]"1/2,where:
Cd=orifice coefficient=0.62
assumed because orifice(culvert opening)is sharp-edged
A=pipe area=0.0872 sf
g=gravity constant=32.2 f/s^2
z=dist between horizontal plane of pipe outlet and bottom of inlet=25 ft
h=distance between horizontal plane of pipe outlet and hydraulic head=25.5 ft
for Type-5 flow, h=1.5Dia +z
Capacity flow from the above equation is Q=0.31 cfs. Based on a 100 year storm event of 2.5 inches of
rainfall in 24 hours,the impervious area required to generate 0.31 cfs exceeds 15,000 sf.This is based on
the Santa Barbara Unit Hydrograph method.
PD gox_584
gelf&%r,WGtsh%wgtow92522
Off: 360-275_9374
Cell.: 36o-689-6045
Fax: 360-275-4789
ewvixotech @geotechwi cct li ve,fo.cow.
• S
Due to the proposed impervious addition of 424 sf plus existing contributing areas (house and yards) of
less than 14,500 sf, it is our opinion that the existing drainage system will accommodate the increased
flows.
Please call Michael Staten at 360-275-9374 if you have any questions or require additional
information.
Sincerely,
Envirotech Engineering
Ptiti c DE ST
w; *
- 43045 t-, W�
44t/STVVS 4'
t1
-SSIDNAI.S�Gl
Michael Staten,P.E.
Project Director
Page 2of 2
-— -1
. ,
. . 1
. I
. .,......,,,, . .
v.t7e.V.a.Tcap,
r.r....•!...1i.Ark,,e
4\ \)
. . $67,,,Vxv,..,- • .
. . ..,,, .
A. ' ra..,....,.. ...3.--i. .
1,,,,,;4•.-:' ,...t.,,e,,,44,1' .3,4:-4-4.
. - • ta?..i''N5i47... ...P.41°..:."?"iii, . -
- - .
. . .
. .
■. _. —
1 Date
e received _.....) pm Mon. TueS. .Wed: Thur.
BLD: ,,,. ,...
Z.,- - -
Date: (6 2_ .
i„ ,
OWNER: _ ..*cCe e.....-04V Cl-e"‘---. - ,. - Contact Name..
....•
ADDRESS: • 4?E,c3 ‘7,2 0 t.4.0 c) i -C., . Contact Number.360 7 7 4--S-44 3
#4.71/4eRED .GgRA6/k 206
-2.-
Notes: —
-
- -
- .
- .
Foundation Plumbing - Framing' Propane Tank Mechanical - -
. .
Setbacks Under-ground Framing Under ground Furnace
Footing Rough in Air seal Above ground Gas
Stemwall __ Hydronic Exterior shear Exterior lines Oil
Straps ____ Interior shear Interior lines . Ducts
Post Hole Ventilation Appliance
Underfloor . Gas/wood stove
Man-Homes
•
Setbacks Insulation. Final Inspection
-...3 .;
Foundation
Biock&-Fle floor _wall ceiling. Address Posted
i
--
_ -
..,_• ,
oef...7M..,.. /
• .:,164,3. .- -
/
.,. • . . 44.....h.v.4-,-,,,,,,,....,-
f-Zrar,:i1 . /
. .
. -
. ••I';" .
. .
- • - -
Date 1?-1 •__-_• L ---_5 time received 3 2.-/ an /CD Mon. Tue ..art Thur. -Fri.
BLD: , r"—
/ 3 -e.AL/ . Date:
OWNER: • - Contact Name7. 144 de-it
. -
/1 i ADDRESS: Li 211) S /D/C ( Contact Number.360 531 44/z,
,, , ,
V Notes: 206 T-..
Foundation Plumbing - Framing Propane Tank Mechanical
Setbacks Under-ground Framing
Under-ground Furnace
_
Footing ____ Rough in Air seal Above ground Gas
Sternwall _ Hydronic Exterior shear Exterior lines Oil
• Straps Interior shear Interior lines . Ducts
Post Hole Ventilation Appliance•
Underfloor _ •Gas/wood stove
Man-Hornes -
- •
Setbacks " Insulation. . Final Inspection
• Foundation • . •
Block&Tie floor wall ceiling . Address Posted
s
...-
,I f
_T A Mon. a,Wed: Thur. -Fri.
BLD: 1*3' DVZ 't'5 Date: la/ 15.
OWNER: EI..) . Contact Narnec
ADDRESS: 42,50 5 _JISCOVE�V �b Contact Number:300531. - 4b4 ' ,:;_
r 206
u >,�JJG
Notes:_
Foundation Plumbing - Framing . Propane Tank Mechanical
Setbacks ._ Under-ground Framing Underground Furnace
Footing Rough in Alrseai Above ground Gas
Stemwall _ Hydronic Exterior shear A. Exterior lines Oil
Straps _A___ Interior shear Interior lines • Ducts .
Post Hole Ventilation . . Appliance
Underfloor Gas/wood stove •
-
Man Honies . ,
Setbacks _ " Insulation. • Final Inspection '•;
Foundation — t.
Block&Tiie floor wall ceiling. . Address Posted
i
. _ - . • . J
. . ,
•
'• " . 1.41:*;,:',WP: - . _
' - ,----A.Art. .17:.::.-::.,44 • - - -
•
.- - '. • 3-,,,z4,.; ., tN....„e,,,,,,. .,...i.:t•
• .4-..x:IgMfizgIF.<&.t.4.,sfile---4- . . /fill
- - .
. - • . .:;,,, __.. —_,..... ,::;;..
. -
. .
. -• - - . .
Date 9/23 time received //.9Z/;‘)Zd pm Mon.AD Wed:- Thur. --Fri. •
BLD: 13 Oc)z-(-5 . _
9/2.4 •
•
- Date: -
•
. .
OWNER: IAC-4185e&.) - -
- • Contact Name:
ADDRESS: 4254.) 5 Desc6very led Contact Number.360 ga'27r7 - -
. 20.
Notes: RP 4g. .
- -
- - " . •
. .
. - •
Foundation Plumbinct - Framing' • . Propane Tank- - . .
Mechanical .. .
. ._ .. .
Setbacks Under-ground Framing
Under ground Furnace
Footing )( Rough in Air seal
Above ground - Gas
Stemwall Hydronic Exterior shear Exterior lines Oil
Straps Interior shear Interior lines . Ducts ._
. Post Hole - Ventilation Appliance
Underfloor Gas/wood stove
________ _
Man-Hornes
.
Setbacks " Insulation. . Final Inspection ,1
:.-
Foundation . •
-,..s
Block&Tie floor wall ceiling Address Posted
i
......=,..........—.---___
,
. 1
: : ,.
;
. I ,
i i I
' : •
; ,•
• : l• .1 1_ 1____i 1
! !•• ,,
. __ .._ • , _t ..t i
• I i ■ ! I I
1 , I. 1 I ; II i ,
1
! ' , . '•--, - ' . , F_____I___.if. ____F__4_ _ 1
1 ,
1 1 , 1 1
1
•p • . 1 i
. ' . ' • . , i. 1 i ._......._,
; . : , , , H i- .-
,____ , ':-- • ! I. .
P kat,
; - -; -1 - , - ; ; 1----; -.- ■------ - '
- - -1
I I II-
• 1 I
F.-IS' I
9
; 1__L
, . I I .1 ' I jii 1_1. I.' I._ 1 •
_i______4___ __.1 ;
•-- •-•
I-- I- - ----+---
i i i 1 i 1 t
1 i. *IS! 1
. '
, . .• ■ i 1 1 !
;
I _ , _
; ; , , t , . _ _.L.___j___i____ 1..._4____I___1._.._L1__■,____._4------------1-.- . '''---- "..----.
1 1 -I. ' ,
-1 1 1 ! ! . •
I i I i 1 • •
i I 1 IiIiii1111
! I i
I ! i j ,' •. I 0•Illid .
. .
. , ■ .
1 : • ; i_rEPEJN.. •I.,',CI!'_:./ I.
:
,.: . ',-v i ,r:,, ,
! I _4 t
I
! . ! ..!__ ■ ___i 1_____i_____H _ .i......___1. I___:____.r_x _L____1._____i.___
.
, ; ; ; I 41,1 6,1,iii......'4. )P4,411110)", , ,
, I .L___I___L__;;___1..... 1_,,,skuv.His -I vc/f-' Iiik_q_.___a 1 I ;
. __.._ , ; ; ..; . t• ,
1 I
! i' .: i ■ I ; 1 I 1- --
. ,
,
, ,
, I I_
1.',...
i t 1
I
I
% .
! : ' ilt e-, Vi. ciCi 1,tN V 1,5CpVOy_ikoftl i • , I ■
.
1,--1- -jr----;--- -_t ___.1.__i___HL__I !
i I
I i !-
; T , I 1
I I ; I I ' " I 1 , ,
, 1 , ,
1
. ,. ,
It; 1 ; ;
. :
. , , •
,
. -1- '- I.- ! I 1
•
; : _ - - -..-1---4-- i -------i \ r .
I ,
1 ! . .ff..,i 1 I ---I- k I... 1 I
i I I I i . i ! i
O..
I i. r') if i _._ ' .
_____....- _,- ,
1 I
, t I ! 1 I . 1 I
I , 1
.1 I ! I i
1-----1 i -ji-- •!-- .-4 I
. , I ; k : 1 !
; 1 .1 r I 1 i 1
.. ,
.__, ..____._.!.._.______ _._......___..ri.. _____45._41.1___________ _ , -- - •
. , •
• , , ; .
,
,
I ; , \ ; • i I 1 y i ; i ; 1 . . , , . .
i•
; \1 ,
•• , • . : • • : : --„,.;:g.- i 1 0. V : 'f•
I/N i ' I }' I 1 I gomar,■pr......4 ,.... ..i. I
■ i 1
I •••■44
%; i
k '
...., , : , , ; 1 ,
_.,
1; , ; •
, . , 11 , 1p1
• , et1 : _ I
, A____,,,p__ !--\--:; i I 1 4, , 1 , 4,t
- • . ; ,
, r,
+ 1_511,a4 ! i 1
•
: _ 1 ; fie SE Rye
. , :
: , 1_ , , f 1 w _ttil ■
.
■A :
I\ . 1 1 ,
, 4-1 .-- ; ci
RR ■4 le
.
• : i 1.,____ , ..
.
. , , , , , 1 ,
-I--- ,
.
.
; \
L. , , , ,
. , ,i ; ...
1
•
, 1 I I I 1 I I
. j I : .
11..sy j•I ,I.4.‘, :01.0*...irk. „„1 i. r r 1 ,
,
: , ,; 1
. , \ 1 , • -,8eci------ I 1 t i
. • , .,_ ,
e.- .,
,
• : .
, • , ,\-,-„,--- , ,,-e-,
I 1 1 i ,
. ,
.11
•
, i. . ,
. , , ,
_
, . i. ,
,
, . ------k-----*•.--..-
:
.• i i ... I
.' .
I I
. : ' . / II 1
•
, . ■ • I 1 • \ l_ I ' ' 1 1 i ! - '3. ..._ !
1 I l• I 1 I
, 44; 111
. . ,
.
, : •
,
. ; 1 ;
• ,L- , , ! .i i_ _L ta_F44(ia..4 ex lo
.
, , . ,
, -... ; 1 , 142.1,st;4.1
,. " .
. , •
: , , _.,_
-• . cs..--, • , r , ,,,
, , 7 i I 1 r.10,
•
______:____7,_.....7; I
- --- -- - -- - -- -- -_4„ ______ ....___ J____ ____i __I . . ../.14..e__.1.
1 , i 1 I I I
. ,
I\ ,
;
._ ; f.r?1_ ,,,joi__>,.'Ili :,1 ; i. I. i ..i.. 1. ___; ____i ____i____ __I__,_____I_______ . . . ; ; _
_ _ _
•
N 1. 1 i
, i,!:i'<..)\, . .. \' i''... • ! i.
1 i ! ngIVeAos.4,4,i1
1 i 1 -1 I I . I
I 14
, ,
, 1
.
, , .
.., ____._ ._... ... . ..._. _,.
'
, ,
; , 1\... , . ,
,
, 9M zt ti,-I [ - ,
,
,i ■ 1
i .
1 1
_._.
• ; __ I ; ; ;
- :
i - ;
;-.-1-‘+- I.----1 ;!----;; ---; ; -i- ---- -- -;;;-- ------. - "-";- -; c --- -- ;---; --
,
; ; ;
: I ; I -1 ...- 1- i........ ;,__. ..;,-..._it
,._ ; ; _; I -I- ; . ; .
1 I .
_
, I-. ,
, 11--- , 111 , , , ;
, ,
i\l' '': , •, , , . ,_ .. ,.- -.'t .1. ; .1 • •
, , ; F. : i I I- I
' ..„:. •I ;%i .
1
1. I
- ; 1
! ; .; ; j•-- .- . - . . .
; I : i.___ i ;,..: -1--- •1 ; ; --
' ; ;
' ''' 57:Li:" "'i
i ' ' ! i
' i 1 i ! ..
i ! i ; i .ep .'1 .1 • i ' I 44_,C); 1._..c . 1
1 ' I . i ,
• c),.. I );=-!. ;
i '--!---3 , , ...,
! ;
st • ;
. , -r. ,..„ • ar.-
- 1 i T 1
, , G ,
1 , ; 11.....■6
C-3 CA I I .
I •
I
i 1 i i ■
C..! -, j C? •
j .••
.
I •I---1--.- i I !
.
I ' j k---- ! •
1 ,
: I .
j ' 1,1
n i' I 0. : -----t-, -i -t
I I . . i -1
. l• I 1
I 1 ' -.-- :,
.
; I
c •--,=:, : ! 1 V&istl* i • ' ■ 1 .
, I #.0 1 i I !' ,
! : -, - i • ' -+II !--- -C4=1.-- ! ; I L. L .1 tri....% i....____li 3. I, I ,
r_. _ _.;_____ ___ i i _.... 1. .... , : ; .
c'-', ;
I
4:7. .ka lA ; .._.... . .
c:i : , 1 :
• ' , : 2.= .12-7_'- CC ! i ..I.._ 1,. ..- • t ...o.........Rsmmaim............. _A I_
■ -1-4-1--\ - 1!...00,-*7' -.4...... ......'.'=ral.I'r:=.,''' '''-- - 1 1-- 1 • 1 ; ! ! ! ! ! '
I ! 1 I , -
,
14-i • V.; : % S, '. ..• - - alrea... ..... . . !
i.
ra ■ 1 ! fp, i i 'glaill11.111111111111111111111111111.411."1"1"11.11.14.11" r ' •
: rn , _pow _ !. .. . t --,--- ;---;•-• ! 1.- : - !
.
'21••0 1=1 0=r a I; 0 lin=;!'•!..Ii kl • lawaing
. ....................=-...,
• rm . ! ....... i :
...,
_
A . :::)_ : i
, -1
H, s*84' 1 1 ="............1._.. _L .1___...1__ _, .__-4P11.--= I__ I . I! _.:.
_ - , •
: :
.
I ', i 1 ilirl, 1%, ,,, -, 1 , I ' , T ;-•••■ ! I 1 ' 1 . !•
; ' ' '
1 I i ; .
• : • : : • ; •, 1• A i .
I •
. 1
; :--• . ._.! . .__ .!. _i____i_____!,1_...1 .. 1 I.__ 1 ; - t :
' I i ' _i____; I-1-7 ; • •
! 1 1 IS I
• - . ,
i •• •
! 1 ;' 1
I '' ; ;
• i 1 1,___.,r___!I. ..... !.__.1.._ $.__.1 _I..._.11_1_ ___
'
. : /.8.3.4. • in . , , 1 , , ! " . • , ,
• , C99 lk i 1 21 ; .
i i ' L
' , 1
!_._ i - - I
I v • '
•
1 ofi, 0 1___%t4TN.'‘.. i ,
4-(' 2i- ye, 1 1 1 1
•
0
: 1 , • _4_ ■ _ __I___.1_L____ I._ 1_ ;
.. • •
' 1 i I 1----1-, I- - -6.- ,
1 4.4 ......!
i ' • ia 4,■•„, i = , 1 - "1 - i .1 ilaillril= ,...... 1 --- -....1 ,:-.1..._
i If 1
. ! i ' i US)Ylleil... L VI '044-Qe - - -fr ...
..--.-....weri.',,, •MINININ • Zamilrun= .
I 1 --: 1 , -H
. I ; ; :., ; 1 A IINIIIIIIIMMI11111111111111{c 1 . :
•
. ... • • . .
, •
12:; i i , 1 1 i •
.• , 1.,,,A; \li-C, 4... '1- till e.
. . '
. , <., ,100.-/ ty .!.._._____;____%. ___ !...._• ,i___L..... ; 1 4 -I.- i i 1 1 I II
I.
1 1 I I '" --I- : I 1 ;
, , ; ,
i I
,,...„... .....„. ,„..._ •„,,.......... .__,._,.. .........1 ........„:.. ...._,.... • .......„.
!-.. ; , . ! .i• , ...i• ; ,. i -...--ft ....
1 •,
1
,
• '
,_•1 I !___•ri
j I ; •
• .. .
• :
. .
• :
j i !
. _. . : 1 . ■ i 4- ; I -i'. I i , ,
. . i
•
• , . .
,
, ! 1
. i 6 ., eh• .
. ___, .... .
,
, • , ,-,:.,,,...,,,,,,. p , . ! ;! i ri,
45 x
, ,
„.,,-,„,•,..„.• APF11.0VE .. ;;
,,,:;,:,.. ,
, • ,
.• ,". ; ;
1'4.1U'6 1- In ' ••• .
• • .. ... ......
1 0-*, ' ' . -t•••-r:1.4.; , N, .,,,,... : ; , •
i ! v;',k ";: pi,LA
. .
0 ,
: 1 • 1 I 1
\XI t • •
al)
: • i i ipa 14". q p3_14,_140.141) k.0.4. ....., _ ...
• .- - -- , - : : 12- , ,:je/i
1 , •••____
•
, :i';')
..p. d• • ii_ ••W,•,,,,,,it,1,,oC,,.:."i,t,...-----D.
9 9 :
i
• ;1-T00% 1 Am 1 i e ;!NO I. -.I!!
•,
• ,
. . .. • . :
0 0,,. .__ •• ...... . .....,. _v.,,„ __:.._,E.t,.. ,trs ,_01..jicr.ryi
A 4 ‘rtV14: .1.,....1.'i-..;',.'...ti1.: • 1 • 15‘1'kL Pw111103t .T .i 1250,4_54D 1°011Y .,'Ii$3 .
'
1 • 01 cvt4 ,1,4 ■Alik- .__.._.
`St/ :
, - v.,„t,p) ; , . ; , 0 ,
, , i• DEPT.OF CP ti1, ,,._...ITY •',`•• .•
' ■ ,
i i
, ...Wk
' : •
ISIGIt.TAIV.AE: i
1 ,..... .
i '• 111DWI S' "Yi_41 Vkt IS I 0.• \N 0 ,
%il
, I , : : .• • ..
. , i • . •
. , •
. , .
;
, .- -. .
,
. 1 I., 1 0-1 • ; . : ' : . • ; ,
t- ---
!Kilti;\ N t 04Ze.0.3 1 • •
• I ! .
. • ; I, j
J s j k
• - - ••
s`j j . ■ r.--.. .-._ ...... 11.. .402.....1. .1s.S..17:4j Vs‘ii.. .641/t i. 149:
(C,
. . ' .
. . .
- • ! . :
- , . ; 1
jj-j'jj-
i • •
• :
•
-',la. ,i
: , ,
, , , . •
. • , 1 i
,
I
.
. . ' .
Jefferson County Building 'vision Permit Nu�r: BLD13-00245
ty 9
Applicant: JACOBSEN
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 04/i 3
Erosion Control 0403 D'
Foundation Footing 4/z4 3
Footing Drains MAO
Foundation Stem Wall q/2411 3
Straps(hold downs) //iS Ji
Ext.Shear Wall Nailing
Framing 10-1(0-I3
Blocking /345/3
Wallboard Nailing id/z5/43 13
Drywell/Alt Drainage /d /3 At:-"nfS-r
Address Posted /4/2,5/3
FINAL INSPECTION /0/x553 OK' t 6'r 4
�rte.-)
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
• •
CONDITIONS for Building Permit# :BLD13-00245
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 on August 5, 2013 has been reviewed for consistency under
the UDC, and has been approved by Jefferson County Department of Community
Development. Any modifications, changes, and/or additions to the stamped, approved
site plan dated August 15, 2013 shall be resubmitted for review and approval by Jefferson
County Department of Community Development.
3.) This project reviewed and approved as a Shoreline Exemption under JCC 18.25.090(5).
4.) zal
\Uiriamark\rfafa\fnrmc\F RI n Parmif Rk1n rnf Q/13/9(113
• BUILDING PERMIT •
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT#: BLD13-00245 Received Date: 8/8/2013
SITE ADDRESS: 4250 S DISCOVERY RD Issue Date 9/13/2013
PORT TOWNSEND, 98368 Expiration Date 9/13/2014
OWNER: ERIC K JACOBSEN PHONE: 360-774-2443
4250 S DISCOVERY RD
PORT TOWNSEND WA 98368-9676
SUBDIVISION: Block: Lot: B
PARCEL NUMBER: 001322036 Section: 32 Township: 30 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
PROJECT DESCRIPTION: NEW ATTACHED GARAGE TO EXISTING SFR -SHORELINE EXEMPTION
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP ADD MAIN:
VALUATION 15,000.00 ADD'L: HEAT TYPE: EEE
CODE EDITION: 2012 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: GARAGE: 424 SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: OSS
WATER SYSTEM: Type Amount Paid By: Date: Receipt:
BEDROOMS: BATHROOMS: Permit $212.00 MEB 08/05/13 142341
Exist: Exist: Plan Check $137.80 MEB 08/05/13 142341
Prop: Prop: State Building Code $4.50 MEB 08/05/13 142341
Total: Total: Total: $354.30
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