HomeMy WebLinkAboutBLD2000-00113 BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451 (800) 831-2678
PERMIT #: BLD00-00113 Received Date 02/16/2000
SITE ADDRESS: 103 DUNSMUIR RD
PORT LUDLOW, 98365 Issue Date 03/8/2000
Expiration Date 03/8/2001
APPLICANT: EDOUARD GALFRE
60 DUNSMUIR DR PHONE: (360)301-0881
PORT LUDLOW WA 98365
SUBDIVISION: SOUTH BAY#3
Block: Lot: 21
PARCEL NUMBER: 995700021
Section: 21 Township: 28 N Range: 01 E
CONTRACTOR: OWNER
PHONE
LOAN LENDER/
BOND HOLDER:
PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE w/ATTACHED GARAGE
REQUIRED INSPECTIONS:
[ Footin s/Setback (Shorelir(90c,1
Setbacks : �� �' C32c9
(17./1)
[ Foundation: � 5
[ ] I Underground Plumbing/Underground Insulation:
[ ] Shear Wall:
[ ] Framing/Plumbing:n/ c:arv-c-'40
[ ] Propane Tank/Lines:4 r< ,yc; mi 1,t/r 'ye ',- T6NIe RDl� . io Cc-
[i]/ Insulation: C, �� (�(2, C7 r�,/ 6
[ 4 Sheetrock:CR- ?/Z y 6 p^�
[ ] Final/Occupancy Approval: 0/ CsK
HEALTH DEPARTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION.
THIS PERMIT IS VALID FOR ONE YEAR dR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
Inspector's Phone Hours 8:00 a.m. - 9:00 a.m.
SPECIAL CONDITIONS MAY APPLY- SEE REVERSE
HOT LINE AVAILABLE 24 HOURS A DAY
� � t'o? }+ tin
•a � --+�r,��., �,rc- gA
,
-I,!¢° 4nno7
o
t ,1 �i ) c . -_. .1,, \\
.�Cti \ (&..
1 .% ss J
i.
t � 1 S
per..:. k )', `
„ ) -2. / 1 \ -1
11
cD
at 1
�11
s p in O r W.
>1
Li. '10 1 ;. \ \
/0-°- • /I\ Ibil. 4
L\i1.31._____,..--------\\ \ \ -.
it ..... . .. ........ . _. .. . . _ ._ . . L
,i,. . ,
`VI
I �; sue :
404 oLc, �'
,:., , n
,0
vfold'\ ',I ..9 _...- s
0 y116° £mot
o
to
/
it. at
Rat_ _.:..ii _.
o Q o� � �
4-1
,
BUILDING PERMIT APPLICATION
,
Jefferson County Departmerii of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD00-00113 Received Date: 2/16/2000
SITE ADDRESS: DUNSMUIR RD
PORT LUDLOW, 98365
APPLICANT: DONALD ALBIN PHONE:
% CHEMICAL RAINBOW TRANS
21119 S WILMINGTON AVE
LONG BEACH CA 90810-1235
SUBDIVISION: SOUTH BAY NO 3 Block: Lot: 21
PARCEL NUMBER: 995700021 Section: 21 Township: 28 N Range: 01 E
CONTRACTOR: OWNER PHONE:
E D 1c,,.. OeLY 437-132L
6 0 0 U rA$Aw11L D ti P IL_R 83 c€
c-tveifil,9 4E466Bo 1120'2.00(
ARCHITECT/ ROGER LARSON �` k"1. R 937 - OS77
ENGINEER :
PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 1,650
VALUATION 144,379.00 ADD'L: 730 HEAT TYPE: PRO
CODE EDITION: 1997 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: 270 #OF STORIES: 2
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: 950 SHORELINE:
CONST TYPE: DECK: 120 SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: SEW
WATER SYSTEM: LUDLOW STORMWATER: YES NO AREA
BEDROOMS: BATHROOMS: Wetland Erosion
Exist: Exist: Seismic Streams
Prop: 3 Prop: 3 Flooding Landslide
Total: 3 Total: 3 F&W Plat Conditions
Routing Date: Shoreline Aquifer
Forest: Commercial Rural
Proximity ,
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $1,245.75 MAM 02/16/00 24197 APPR
Plan Check $373.73 MAM 02/16/00 24197 ?? -� // A
State Building Code $4.50 MAM 02/16/00 24197 R-�Ll.ac--WD'e
Potable Water Application $30.00 MAM 02/16/00 24197 g
Total: $1,653.98
I:\F_BLD_App_Bld.rpt 10/29/99
I : , , _.
rJefferso County I ,I artmont of Community Dnveiwimont
� S�N ��6.% � r 621 Sheridan Street,Port Townsend WA 88368[3601378-4450
peroMiCT i--, 0 , o
o . A OD a to n
Project Description:
Building Type: Project Type: Frame Type:
gl Single Family A New X Wood
X Garage Attached/ritiffidnie ❑ Addition ❑ Steel
• Modular ❑ Alteration/Remodel ❑ Concrete
❑ Commercial ❑ Repair ❑ Masonry
❑ Multi-family/#of Units ❑ Demolition ❑ Other:
❑ Industrial
❑ Other.
Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: 0 Existing: 0 1K Sewer ❑Community System ❑ Electricity ❑ Oil
Proposed: Proposed: _ ❑ Individual System ❑ Woodstove X Propane
Total: 3 Total: 3 If not sewer,fill out the following: ❑ Heat Pump
❑ Conventional ❑ Alternative ❑ Other
Permit# SEP
Water Supply:
• Private well ❑ Two Party •ll❑ Public:Name of water system: o Ly tAArtot 4-- uJ 2,-A er'
Square Footage: O For Office Use Only
�
Main Floor i 6 5 0 °1�� 4� UBC OCCUPANCY GROUP
t 64- �YFloor - 7 3 U t c))4 Base fee /2 ..-- '
3r Floor �v Plan Check fee 3 7 .3 ' 73
Htd Basement �1,- State Surcharge fee ! cry S �0
Unhtd Basement Z 7 0 Subtotal /� c9 3 9 6
Garage/Carport J o °'�`)'0 o Pot Water Review fee L co
Decks oL() `‘ O 911/Rd Approach fee ,j' f d 0
Commercial TOTAL / 7 a 7 4 9 O
Industrial Receipt'# A ( /9 7
Other p\ Cash/Check#
Total Valuation: (�� Initials
Or $ `�\�> Date -•
Estimated Cost: I 4 0 O'D'o
If within 200' of the Shoreline,
Distance to Bank or Ordinary High Water ark ft.Bank Height ft.
By signing the application form,the applicant/owner atte s that the information provided herein is true and correct to the best of their knowledge. Any materialTalsehood or any
omission of a material fact made by the applicant/owner wi respect to this application packet may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jeffe on County against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue
against Jefferson County as a result of or in consequence of .e granting of this permit.
I further agree to provide access and right of entry to Jeffer on County and it's employees,representatives or agents for the purpose of application review and any required later inspections.
Access and right of entry to the applicant's property or f e shall be requested and shall occur during regular business hours.
Signature: .--)`�'`" ✓` Date: 2- ( q 1 2-c700
r 0 - 04/(M,,00 Og:07 FAX 3604379: GALFP
52G
--;----- -'_,
I , ED&MkRG ,
F
1
.26 -
3.2...,
---
C 1
1
..„---T------------
1! T
1 1
i 'b.t,.... 'c.-\ Li.;
1 1 i
'
4 i
t'.1. 4' • '';' nk 1 y., ,t, , lf,,,._.
0 11-1 b 1
S
tfr. c14' i.\ V/ it4 1
\ 9 1 I
I 3
I 1 I
3 '• tv .
1 JI 4.1
.• — 1 ... ,.. \ ‘,., ,
1 I
1 i t, ut ,,........,. _,
7\ --"rj•Hi'
t-, 'I ,,., \ \ N
31,p';\`_7'c ', 11 '\ , i -s,
• '
\ i -- 1
'', '4 \ 1 \
-1-1- -
\ \., ....
/ ,,,A
\,
oli ,
N, '‘,
c.
0°
t ir r 1
0....
1 1
I 1 V 1 ..- v,
51 I i '\,-0
i
-i-
. I1...
a 1 1
- -- PN—ix
fu._,,,, 10 0''s
ok
I vt. 1,., 1 L .2\-rirr,',; A(4) 1 vi,"`S„, ai•
1 ,•,,, A,, N.) 1 ,,. .. \ _ 1 ,
,
i t
1 i
,--
C•• '''5
--) 1—g-C".--..,..-------I2'-3"----4,-------1 9%9' ----q.s-------4--------is.-1 1-
(--,
v-, .
,.7
4—r•..,
-- %.1 --
o,
\\\\\I
, 13 r Le„kk)D CC
BUILDING PERMIT APPLICATION
./-' Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD00-00113 Received Date: 2/16/2000
SITE ADDRESS: DUNSMUIR RD
PORT LUDLOW, 98365
APPLICANT: DONALD ALBIN PHONE:
CHEMICAL RAINBOW TRANS
21119 S WILMINGTON AVE
LONG BEACH CA 90810-1235
---
SUBDIVISION: SOUTH BAY NO 3 Block: �'
Section: 21 Township:NUMBER: 995700021Lot: 21
28 N Range: 01 E
CONTRACTOR: OWNER
PHONE:
-
ARCHITECT/ ROGER LARSON
ENGINEER :
PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW
VALUATION 144,379.00 MAIN: 1,650
CODE EDITION: 1997 ADD'L: 730 HEAT TYPE: PRO
HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3
OCCUPANCY: UNHEATED: 270 #OF STORIES: 2
CONST TYPE: 5N OTHER:
CONST TYPE: GARAGE: 950 SHORELINE:
DECK: 120 SETBACK:
SEWAGE DISPOSAL: SEW BANK HEIGHT:
WATER SYSTEM: LUDLOW
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Wetland 420 Erosion 4)c)
Exist: Exist: Seismic 'J
Prop: 3 Prop:
r�sgt` 't 3 Streams 1J
Prop: 3 Total: 3 Floodin Landslide
F&W P Plat Conditions`
Routing Date: 2 Shoreline it) fir--- Aquifer A)/
Forest: Commercial Rural R7/4,4.
Proximity
Type Amount Paid By: Date: Receipt: prov /P to
Permit $1,245.75 MAM 02/16/00 24197 Cr icai , w
Plan Check $373.73 MAM 02/16/00 24197
State Building Code $4.50 MAM 02/16/00 24197 Review \-)U
Potable Water Application $30.00 MAM 02/16/00 24197
Total: $1,653.98
I:\F_BLD_App_Bld.rpt
10/29/99
son County Department of Community Development February 24, 2000
,''1 Sheridan Street, Port Townsend, WA 98368
'(360) 379-4450
CRITICAL AREA STANDARD WAIVER
Applicant: DONALD ALBIN
C/O/CHEMICAL RAINBOW TRANS
Critical Area Review Case Number: CAR00-00080
Project Description: single family residence
Parcel Number: 995700021 S-T-R: 21-28N-01 E
Site Address: DUNSMUIR RD
PORT LUDLOW WA, 98365
FINDING: The development, as proposed and portrayed on the Universal Plot Plan, does not encroach on
an identified critical area nor any associated buffers.
CONCLUSION: The proposed development meets the waiver requirements established in Jefferson County
Ordinance 05-0509-94.
CONDITION: The development shall be as proposed and portrayed on the Universal Plot Plan. Deviation,
additions or relocation of proposed development activities will require further review pursuant to
the Jefferson County Critical Areas Ordinance.
R
De artm t o ommunity Development Staff
c: File
I:\F_CAR_Waiver_Standrd.rpt 12/13/99
APPROVED BY
JEFFERSON COUNTY
MAR - 7 7000
JEFFERSON COUNTY STORM'WATER MANAGEMENT ORDINANtEll . '
SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL WORKSHEET
i
Property Owner ec4a 4 tiargcasrt ie. Telephone: ( o) 4 3?_ 9 326
Address:J6O DMK S wA a v- Q.d ?'opt" LtAci( ow Lux Q e 3 6 S
Assessor's Parcel Number:
Building Permit or Septic Permit Application Number(if applicable): __R _ Y - T i
Brief Project Description: „5t!✓i r" VILLA.) Z 3g 0 CP '440vSC_
Site Location: I O 3 .5)KA Sy%144 t- 124 f r L-c.4 (01AJ
7
Person Responsible for BMP Installation and Maintenance: Fej GALE¢-.
Address: 60,D1.44.1.64444c✓' I e,r - L_oa.✓ .
Telephone: (3Gi7) 4 37_ a13 a-6 _
I. Describelcheck the Best Management Practices (BMPs) that you will implement during land
disturbing activities or construction to control erosion and prevent sediment from entering water
bodies (marine waters, streams, rivers, lakes, or wetlands) or impacting adjacent property or roads.
Please check the measures you plan to implement and show their approximate Iocation on the site
plan. You may also propose measures other than those listed. Attach additional sheets, if more
space is required.
Stabilize construction access route. Limit construction vehicles to one route, if feasible.
Provide a stabilized construction access by applying quarry spans, ballast, or crushed rock
to minimize tracking sediment onto roads. (See attached illustration from Stormwater
Management Manual.) If sediment is transported onto roads, they will "be cleaned
thoroughly. c e. . ACZeo 4 0wect t� ��YL stI LA QO tt�
14 Minimize the extent of land disturbing activity` and preserve existing vegetation.
Preserve buffers of well-established vegetation between disturbed areas and property
boundaries, roads, water bodies, and designated critical areas (wetlands, fish and wildlife
habitat areas, landslide or erosion hazard area, etc.).
March 10, 1997
3
O'd T St't' E 09E 33J N3D l I N; d OD d331' £t :V'T 000?-2O-ddH
•
EROSION AND SEDIMENT CONTROL WQRKSHEET
2. Describe how disturbed areas will be permanently stabilized(seeded,,landscaped,apply gravel base
to roadways, etc.)
/ L�,ot+�..�it,t.c•T�..otir
sc pe _ <tA t�ve4t140►�-,412,i2. via
&d r. f busti&s ( . �b.K
42A,.vh CetATt.te - v1cc-
3. Describe how runoff flout impervious surfaces will be controlled (disperse to vegetated areas to
infiltrate, dry well, infiltration trench,route runoff to existing drainage facilities,etc.).
6Q11,c,r drag " .��
f t't!'
—r e, 0-Li -16-01 .
Ski'd TSt'b d12 092 H31Na' 111,183d OD f SE:t•T 000E-52-'JUN
EROSION AND SEDIMENT CONTROL WORKSHEET
Phase clearing so that only areas that are actively being worked are uncovered.
Start and complete land disturbing activities and stabilize the site between April 1 and
September 30. Stabilization means that disturbed areas will have well-established plant
cover or be landscaped to minimize erosion.
Stabilize exposed soil Exposed and unworked soil will be covered within 2 days between
October 1 and March 31 and within 7 days between April 1 and September 30.
[ ] Cover exposed soil with a minimum of 2 inches of straw or hay or other material
approved for this purpose.
$ Cover soil stockpiles with plastic sheeting and locate away from water bodies, roads,
andme property lines.
Ildf Place gravel base on roads, driveways, and parking areas after clearing and subgrade
preparation.
xProtect adjacent properties and water bodies from sediment deposition:
j] Place straw or hay bales in ditches and drainage ways down slope from areas
of land disturbing activity to filter runoff before it leaves the project site or enters
water bodies. (See attached illustrations from Stormwater Management ManuaI.)
[ I Install a filter fence down slope from areas of land disturbing activity to filter runoff
before it leaves the project site or enters water bodies. (See attached illustration from
Stormwater Management Manual.)
Regularly inspect and maintain all BMPs especially after storms events.
(] Describe other erosion and sediment control Best Management Practices. Be specific
as to design and specifications.
March 10,1997
4
b0'd T57t' &LE 09t 2i31N3D lIWadd OD ddt" t2:17T 000Z-20-adW
•
lUICI
EROSION AND SEDIMENT CONTROL WORKSHEET
4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing
and grading, construction, installation of drainage facilities, landscaping, etc.) and Best
Management Practices. Describe proposed maintenance of BMPs.
•
y 0r ( 3 (A/Airs) -ev� �uiri+
rI<.4;t �-t�,r �.d Afie►r f'laKTk1 410K--4.e
2Art+A&fir.
•
w �IO t+ .Y4t -re. be .sTe,t‘ P+o+r -o Att .K.4'v1h.-
Per o eA P,nit)
The Best Management Practices proposed above will be implemented to control erosion, sediment, and
stormwater runoff. I will notify the Permit Center for inspections as required.
' 3 3 24,o
re of Owner/Agent$� $ Dat�
h:Nhametp4,cnuswrte1wksheee doc
March 10, 1997
6
90'd TSt't 62,2 092 elEi 191 1 I LJL2dd CO ddE1 S2:t'T 000E-SG -8ew
-#:"-
,,,---`
,„,•--"
,.....,''''''
,,---
(e1
1)rga i il ayin............40,
0\45
'11111111010
..
25
PP"
itiv ,
o(k4
Ateg------• I t_ „it
. .
_b.
Ps,
-V
krt\
1 0z I TN
CS'
; VI, 4of,•
1-'
5 ii•
I IV
/
\\
1 S.
ti\\•,.
fi.,
,,..
e
‘bq4i1,01„,
‘N,
)1-0-
•
\\i \ I I I
tt. ct t
, n
.....DLAvi,vm t.t t if- isocid
N N 1
.. co N
v
NI C Vn
►-.i
i0
A `C)
Cli
(Q �(� N
o „ d
L7 ai ci ai o p
roo C C C C ao
U a x x
o M _� ,y c' c a. a, a. W a a P.
^^ N 2
Q �1 a.) t o 0
1n
� 1
g M
q
Cr
•
QC' 40
o> J �a) 0
o y �
cn
ro
E �o ,
0 L_•. 1 i Q.\--,
a.
Q ~ °, 5 Z . t '�
hi
o v1) A 0 a o -3- 0 \ \„A v
) b1 7 *,,,,,\:-,i.,
• 7, '9 i lj _S)
Al
0 s
C
ac
o
cu z o z v1; o .
• E ° Z
o° Oa) M LIx0rY •• \
r\c.i .
; Z • u ° 4 z p � on on W y W o,_,_. .O i 6
v O v
. \ ,., wb � \ v "IC, v v
top ''-I y O bO ti •
• - - cu •O b 0N N ob b
isi <i) TI, ,, .. ,i5 .2 .7.,.; ca, OA •r•I tIn Cf?, flrii) b bt g g ... g) A r .t:1 i
w Q v� o a � � a � C7 � cg v, ., aU ww
A.
to
Y
to �- �
. Q
2 T' (----- ��- 9 SN3VHI3S /
Q
A Pa
z b_
o cn `4
ra d o J
r •in y O ¢ 3
1- cc
a_ U
Q' O
W J
a_rr A A w
a >' �Jp
3 '^ a
id , U
a'
H ^ J
1 S. d
A LP
V Q
O U
uZ ¢N Z > PQ0
0-4'S'cJ .-4 c.> q Q o
ls, cn J oaA a
4. a o
I--
31
Pb°d N
/J
°° Y
�° l
b,
.
'o
.. .� Z �o
Z Y :"
Q co —
J !0
.a
a °- d
N
E O c 0)Z a to y-
O w W c
F -' C 4)
o N o E
O