HomeMy WebLinkAboutBLD2001-00088 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 #: BLD01-00088 Received Date 02/9/2001
SITE ADDRESS: 380 APPALOOSA DR Issue Date 02/23/2001
BRINNON, 98320 Expiration Date 02/23/2002
APPLICANT: THOMAS MACNAMARA PHONE: (425)865-9284
87 CASCADE KEY
BELLEVUE WA 98006
SUBDIVISION: LAZY C RANCH DIV 1 Block: Lot: 32
PARCEL NUMBER: 966900031 Section: 34 Township: 26 N Range: 02 W
CONTRACTOR: ROD BRENTIN CONSTRUCTION PHONE: (253)851-9555
PO BOX 1277
GIG HARBOR WA 98335
Contractor's License: BRENTC"221 PZ Expires: 10/13/2001
LOAN LENDER/
BOND HOLDER:
PROJECT DESCRIPTION ATTACHED GARAGE
REQUIRED INSPECTIONS:
[(,],----'» Shoreline Setbacks)rt" r /-/3/c. ete
oo_tings. ilk /l '/ }/
Fo ndati
[ ] Underground Plumbing/Underground Insulation:
[ ] Shear Wall:
[ lumbing: �_�j �jl
[ ] Propane Tank/Lines:
[ ] Insulation:
[ ] Sheetrock:
[� cupancy Apr v
HEALTH DEPARTMENT APPROVAL REQUIR D PRIOR TO FINAL INSPECTION.
THIS PERMIT IS VALID FOR ONE YEAR OR 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 APPLY-SEE REVERSE
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS FOR CASE BLD01-00C88
1.) Minimum 20 foot setback from Appaloosa Drive. Minimum 5 foot side setbacks.
Minimum 75 foot setback from shoreline. Site plan approved by county identifies garage
being 91 feet from top of river bank (OHWM).
2.) The building height is not to exceed 35 feet.
3.) Maximum lot coverage shall not exceed 25%.
4.) The garage shall be constructed in conformance with the Elevation Certificate prepared by
Arnold Wood (Wood Land Surveying) dated March 3, 2000. The garage shall be placed
one foot above base flood elevation.
5.) Fully enclosed area below the lowest floor that are subject to flooding are prohibited
unless designed to automatically equalize hydrostatic flood forces on exterior walls by
allowing for the entry and exit of floodwater. Designs for meeting this requirement must
either be certified by a registered professional engineer or architect or must meet or
exceed the following criteria: a. A minimum of two openings having a total net area of not
less than one square inch for every square foot of enclosed area subject to flooding shall
be provided. b. The bottom of all openings shall be no higher than one foot above grade.
c. Openings may be equipt with screens, louvers, or other coverings or devices provided
that they permit the automatic entry and exit of floodwater.
6.) All new construction shall use construction methods which minimize flood damage.
7.) Fully enclosed areas below the lowest floor that are subject to flooding are prohibited
unless designed to automatically equalize hydrostatic flood forces on exterior walls by
allowing for the entry and exit of floodwater. Designs for meeting this requirement must
either be certified by a registered professional engineer or architect or must meet or
exceed the following criteria: a. A minimum of two openings having a total net area of not
less than one square inch for every square foot of enclosed area subject to flooding shall
be provided. b. The bottom of all openings shall be no higher than one foot above grade.
c. Openings may be equipt with screens, louvers, or other coverings or devices provided
that they permit the automatic entry and exit of floodwater.
8.) All new construction shall: a. be anchored to prevent flotation, collapse, or lateral
movement of the sturcture. b. be constructed with materials and utility equipment resistant
to flood damage and potential damage to adjacent properties. c. be constructed using
methods and practices that minimize flood damage. d. have structural components
capable of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. e.
electrical, heating, ventilation, plumbing, air-conditioning equipment, and other service
facilities shall be designed and/or otherwise elevated or located so as to prevent water
from entering or accumulating within the components during conditions of flooding.
9.) Flood proofing of structures shall be provided by one or more of the following methods: a.
Landfill: (Note: Landfills are not permitted in the floodway.) The placement of fill may be
utilized to elevate the structure and must comply with the standards and policies of the
Jefferson-Port Townsend Shoreline Management Master Program, if applicable. b. Pole,
pier or piling construction: The use of poles, piers, or piles for the foundation of the
structure may be used to allow the unrestricted flow of flood waters during periods at a
base flood. The lowest floor must be one foot above the base flood level. c. Parallel
Foundation Walls: Foundation walls may be designed and constructed to provide open
spaces through which water can flow unrestricted to equalize pressure. In velocity flood
situations, it is important that all foundation walls be parallel to the flow of the floodwaters.
d. Extended Foundation Walls and Basements: (Note: Extended foundation walls and
basements are not permitted in the floodway.)The lowest habitable floor of a residence
may be constructed on foundation walls that extend above grade to one foot above the
height of the base flood provided that residential construction complies with the
requirment of Section 5.101(2), "Residential Construction," regarding the design of
enclosed areas.
10.) The site plan as submitted with the building application on February 9, 2001 has been
reviewed for consistency under the UDC. The site plan has been approved by Jefferson
County. Any modifications, changes, and/or additions to the stamped approved site plan
dated February 21, 2001, shall be resubmitted for review and approval by Jefferson
County.
11.) 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.
12.) 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.
13.) 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 aency that"takes" listed species (defined as causing harm,
harassing, or damaging habitat for the listed species). In addition, the National Marine
Fisheries Services can levy penalties. All areas in Jeffeson 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 developing
adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the
following:
-Set back buildings, utilities and roads as far as possible from surface waters (streams,
rivers, lakes, marine waters), or at least 150 feet from the edge of the water
-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 water 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 suite 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 at(206) 526-6613 or
the U.S. Fish and Wildlife Service at(503)231-6121.
14.) The application was reviewed by the Jefferson County DCD staff on February 20, 2001 for
the potential presence of Environmentally Sensitive Areas(ESAs) under the provisions of
the Unified Development Code (UDC), and the following ESAs were confirmed as
potentially present on the subject property: frequently flooded, aquifer recharge, landslide
hazard area 3 adjacent to the river, seismic, Fish &Wildlife elk, and shoreline.
15.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological
formations that allow percolation of the surface water into the soils and the underlying
zone of saturation. Aquifers are geologic formations that contain sufficient saturated
permeable material to yield significant quantities of water to wells and springs. Aquifers
serve as the source of drinking water within most of the rural portions of Jefferson County.
16.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
17.) The proposal is categorically exempt from SEPA under WAC 197-11-800(1)(i).
18.) A shoreline development permit exemption (XMP00-00004)was issued on May 31, 2000
for rework of an existing cabled log drift by adding additional root wads and an engineered
log jam upstream for fish habitat. SEPA was conducted on this project and a MDNS was
issued by the responsible official on May 31, 2000.
is\F_BLD_Permit_Buildng.rpt 10/29/19
JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
UNIFIED DEVELOPMENT CODE
TYPE I LAND USE PERMIT
APPLICANT: THOMAS MACNAMARA
87 CASCADE KEY
BELLEVUE WA 98006
DATE ISSUED: /:D-3/0
DATE EXPIRES: f2 ( #0 ( — O0 O 81?
MLA NUMBER: MLA01-00050
PROJECT PLANNER: M FARFAN
PROJECT DESCRIPTION:
ATTACHED GARAGE
PROJECT LOCATION:
Parcel number 966 900 031, Lot 32, Lazy C Ranch Div 1, in Section 34, Township 26, Range 02 West, WM located at
380 Appaloosa Drive, Brinnon.
FINDINGS:
1.) The Administrator finds that this application meets the applicable performance (Section 4)and
development standards (Section 6)and other applicable provisions of the Unified Development Code and
is consistent with the Jefferson County Comprehensive Plan.
2.) The application was reviewed by the Jefferson County DCD staff on February 20, 2001 for the potential
presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code
(UDC), and the following ESAs were confirmed as potentially present on the subject property: frequently
flooded, aquifer recharge, landslide hazard area 3 adjacent to the river, seismic, Fish &Wildlife elk, and
shoreline.
3.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow
percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic
formations that contain sufficient saturated permeable material to yield significant quantities of water to wells
and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson
County.
4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid
infiltration of recharge waters to groundwater aquifers.
CONDITIONS:
1.) Minimum 20 foot setback from Appaloosa Drive. Minimum 5 foot side setbacks. Minimum 75 foot setback from
shoreline. Site plan approved by county identifies garage being 91 feet from top of river bank (OHWM).
2.) The building height is not to exceed 35 feet.
3.) Maximum lot coverage shall not exceed 25%.
4.) The garage shall be constructed in conformance with the Elevation Certificate prepared by Arnold Wood (Wood
Land Surveying)dated March 3, 2000. The garage shall be placed one foot above base flood elevation.
5.) Fully enclosed area below the lowest floor that are subject to flooding are prohibited unless designed to
automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwater.
Designs for meeting this requirement must either be certified by a registered professional engineer or architect
or must meet or exceed the following criteria: a. A minimum of two openings having a total net area of not less
than one square inch for every square foot of enclosed area subject to flooding shall be provided. b. The
bottom of all openings shall be no higher than one foot above grade. c. Openings may be equipt with screens,
louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwater.
6.) All new construction shall use construction methods which minimize flood damage.
7.) Fully enclosed areas below the lowest floor that are subject to flooding are prohibited unless designed to
automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwater.
Designs for meeting this requirement must either be certified by a registered professional engineer or architect
or must meet or exceed the following criteria: a.A minimum of two openings having a total net area of not less
than one square inch for every square foot of enclosed area subject to flooding shall be provided. b. The bottom
of all openings shall be no higher than one foot above grade. c. Openings may be equipt with screens, louvers,
or other coverings or devices provided that they permit the automatic entry and exit of floodwater.
8.) All new construction shall: a. be anchored to prevent flotation, collapse, or lateral movement of the sturcture. b.
be constructed with materials and utility equipment resistant to flood damage and potential damage to adjacent
properties. c. be constructed using methods and practices that minimize flood damage. d. have structural
components capable of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. e. electrical,
heating, ventilation, plumbing, air-conditioning equipment, and other service facilities shall be designed and/or
otherwise elevated or located so as to prevent water from entering or accumulating within the components
during conditions of flooding.
9.) Flood proofing of structures shall be provided by one or more of the following methods: a. Landfill: (Note:
Landfills are not permitted in the floodway.)The placement of fill may be utilized to elevate the structure and
must comply with the standards and policies of the Jefferson-Port Townsend Shoreline Management Master
Program, if applicable. b. Pole, pier or piling construction: The use of poles, piers, or piles for the foundation of
the structure may be used to allow the unrestricted flow of flood waters during periods at a base flood. The
lowest floor must be one foot above the base flood level. c. Parallel Foundation Walls: Foundation walls may be
designed and constructed to provide open spaces through which water can flow unrestricted to equalize
pressure. In velocity flood situations, it is important that all foundation walls be parallel to the flow of the
floodwaters. d. Extended Foundation Walls and Basements: (Note: Extended foundation walls and basements
are not permitted in the floodway.)The lowest habitable floor of a residence may be constructed on foundation
walls that extend above grade to one foot above the height of the base flood provided that residential
construction complies with the requirment of Section 5.101(2), "Residential Construction," regarding the design
of enclosed areas.
10.) The site plan as submitted with the building application on February 9, 2001 has been reviewed for consistency
under the UDC. The site plan has been approved by Jefferson County. Any modifications, changes, and/or
additions to the stamped approved site plan dated February 21, 2001, shall be resubmitted for review and
approval by Jefferson County.
11.) 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.
12.) 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.
13.) 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 aency that"takes" listed species (defined as
causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries
Services can levy penalties. All areas in Jeffeson 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 developing
adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following:
-Set back buildings, utilities and roads as far as possible from surface waters (streams, rivers, lakes, marine
waters), or at least 150 feet from the edge of the water
-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 water 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 suite 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 at(206) 526-6613 or
the U.S. Fish and Wildlife Service at(503)231-6121.
14.) The proposal is categorically exempt from SEPA under WAC 197-11-800(1)(i).
15.) A shoreline development permit exemption (XMP00-00004)was issued on May 31, 2000 for rework of an
existing cabled log drift by adding additional root wads and an engineered log jam upstream for fish habitat.
SEPA was conducted on this project and a MDNS was issued by the responsible official on May 31, 2000.
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.
Development pursuant to this permit shall be undertaken subject to the applicable development and performance
standards of 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 developing
adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following:
-Set back buildings, utilities and roads as far as possible from surface waters(streams, rivers, lakes, marine
waters), or at least 150 feet from the edge of the water
-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 Brian Gorman at (206) 526-6613 at the National Marine Fisheries Service
in Seattle, or the U.S. Fish and Wildlife Service at (503) 231-6121.
UD Administrator
r . ,
"1.- A-41
BUILDING PERMIT APPLICATION PE Z
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD01-00088 Received Date: 2/9/2001
SITE ADDRESS: 380 APPALOOSA DR
BRINNON, 98320
APPLICANT: THOMAS MACNAMARA PHONE: (425)865-9284
87 CASCADE KEY
BELLEVUE WA 98006
SUBDIVISION: LAZY C RANCH DIV 1 Block: Lot: 32
PARCEL NUMBER: 966900031 Section: 34 Township: 26 N Range: 02 W
CONTRACTOR: ROD BRENTIN CONSTRUCTION PHONE: (253)851-9555
PO BOX 1277
GIG HARBOR WA 98335
Contractor's License BRENTC*221PZ Expires 10/09/1999
ARCHITECT/
ENGINEER :
PROJECT DESCRIPTION: ATTACHED GARAGE
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 4,800.00 ADD'L: HEAT TYPE: UH
CODE EDITION: 1997 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: GARAGE: 480 SHORELINE:
CONST TYPE: DECK: SETBACK: 120
BANK HEIGHT: 6
SEWAGE DISPOSAL: OSS
WATER SYSTEM: PUD PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: 2 Exist: 2 Wetland Erosion
Prop: 0 Prop: 0 Seismic Streams
Total: 2 Total: 2 Flood Way Floodplain
F&W Landslide
Routing Date: Zo q ,r� ` ?la°
Shoreline Aquifer
v Forest: Commercial Rural
Proximity - Flat cotldltions
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $111.25 MAM 02/09/01 38263
Plan Check $33.38 MAM 02/09/01 38263
State Building Code $4.50 MAM 02/09/01 38263 APPROVED
1
Total: $149.13
FEB 232001
JIFFERSON Cat '
DEFT.OF COMMUNITY DEVELOPMENT
SIGNATURE;(:ZA C r ►W dl
. -71ELEOWIED , .
Jefferson Cindy Department of Conmu fty Development
�w� c16 F E B •9 ZODI ' Sherl an Street.Port Tom end WA MU EOM 379-4450
_�� n a r '.t;1 � -
t� s`'=" DE P JEFF •ri �_sll 7 "i App_ cat(ora o0
4S OHO :�T. CFCOM Li DEVELOPMENT hIN
Project Description:
Building Type: Project Type: Frame Type:
❑ Single F. ' ,IX New 'Wood
X Garag- petached ❑ Addition ❑ Steel
❑ Modular ❑ Alteration/Remodel ❑ Concrete
❑ Commercial ❑ Repair ❑ Masonry
❑ Multi-family/#of Units E Demolition ❑ Other:
❑ Industrial •
❑ Other.
Bedrooms: Bathrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing. (.,,. Existing ii ❑ Sewer ❑ CommunitySystem
V Electricity ❑ Oil
Proposed: Proposed:
T'Individual System ❑ Woodstove ❑ Propane
• Total: Total: If not sewer,fill out the following: ❑ Heat Pump
Conventional ❑ Alternative ❑ Other
Permit# SEP
Water Supply:
Private well ❑ Two Party Wellj ' Public:Name of water system: e J IJ
Square Footage: For Office Use Only
Main Floor UBC OCCUPANCY GROUP
2ND Floor Base fee O/l , Z S /2S1 Zi s
3rd Floor Plan Check fee 3 3, Se 3 7.5
State Surcharge fee U
Htd Basement L�. 0 ''�'
Unhtd Basement20 Subtotal i V 9. /3 '(.Zc
Garage/Carport iv...el:541 i I . Pot Water Review fee — .
Decks 911/Rd Approach fee '-0 •
Commercial TOTAL l'-/q. /3
Industrial Receipt# 38 2 b.3
Other Cash/Check# / U 030
Total Valuation: Initials OrDate &7?/(/
2"/970
Estimated Cost: Yt e)G'
If within 200' of the Shoreline,
Distance to Bank or OrdinaryHigh Water Mark Z U f
g I. ft. Bank Height � ft.
By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any
omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue
against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections.
Access and right of entry tothe applicant's property or structure shall be requested and shall occur during regular business hours.
1 < -
Signature: • %�% ",� • ,�,,-P^-0 ^��u. c' f Z C
_. Date: f'
I-I:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpernutApplication 1/2000
..------p
t �
BUILDING PE'tRMIT'APPLICATION
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT#: BLD01-00088 Received Date: 2/9/2001
SITE ADDRESS: 380 APPALOOSA DR
BRINNON, 98320
APPLICANT: THOMAS MACNAMARA PHONE: (425)865-9289
87 CASCADE KEY
BELLEVUE WA 98006
SUBDIVISION: LAZY C RANCH DIV 1 Block: Lot: 32
PARCEL NUMBER: 966900031 Section: 34 Township: 26 N Range: 02 W
CONTRACTOR: ROD BRENTIN CONSTRUCTION PHONE: (253)851-9555
PO BOX 1277
GIG HARBOR WA 98335
Contractor's License BRENTC*221 PZ Expires 10/09/1999
ARCHITECT/
ENGINEER :
PROJECT DESCRIPTION: ATTACHED GARAGE
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 4,800.00 ADDI: HEAT TYPE: UH
CODE EDITION: 1997 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: GARAGE: 480 SHORELINE:
CONST TYPE: DECK: SETBACK: 120
BANK HEIGHT: 6
SEWAGE DISPOSAL: OSS
WATER SYSTEM: PUD PARCEL TAGS: YES `NO
BEDROOMS: BATHROOMS: STORMWATER: YES-ENO AREA
Exist: 2 Exist: 2 Wetland Erosion
Prop: 0 Prop: 0 Seismic Streams
Total: 2 Total: 2 Flood Way Floodplain
F&W Landslide
Routing Date: 2./ q O Shoreline .. Aquifer
Forest Commercial mercial Rural
Type Amount Paid By: Date: �rKec ieie pt *flat E: #ions
P �
Permit $111.25 MAM 02/09/01 38263 VIII.:Y
Plan Check $33.38 MAM 02/09/01 38263 (`G,�, { „
State Building Code $4.50 MAM 02/09/01 38263 l' �, 2 1 20 1 '`�t {,�
Total: $149.13 `JEFFERSON COUNTY
DEPT_OF COM OPMF T
SIGNATURE d i , A}
,/ ---
a
' of E� yv� 3 r
. To rx imNta i7o0 4
Y
1 Met NIaN o Rra1G.S �',l�6iSeE /�t/Y,✓I a r1
Pee., FfsPr 1 1 '
IQ 1
a I C.II PP Sr cc-f+n C 6-'
aI
KI
4i '
1y
il .
J
L
V. ,s11tUlfr /,-rip044-./5'
F,torr G-? u 7n
',..I
i j 5761 r c 5 -3 T`//"
1 .'l
()r
11
I 1
i
‘1( i ,d 1--
, ›,
z,,,.._ ffe ;; /4fr./f;ei
LFTrFr' ,Foie fyoclol
CoNfltt#cr►i,cf T1/,r pl" '03
P rvIciloc,i z PF r2k11T 0I - 0,60
5-G E c lee sir / '- 4 'r
Dft'5_ 3—Zs --a{
Air,ox co�� JEFFERSON COUNTY Q1LL[YJE B
2001
tikiii
1-4 DEPARTMENT OF COMMUNITY DEVELOPMENT FEB
621 Sheridan Street•Port Townsend • Washington 98368
�'S'$jNC6 360/379-4450 • 800/831-2678 • 360/379-4451 Fax DEFT. OF JEFRSON COUNTY
COMMUNITY DEVELOPMENT
BUILDING PERMIT SUPPLEMENTAL CONTACT
INFORMATION
Property Owner: Phone:
(if different from applicant)
he'rgas L;. /--/Gccra4..7c3Ye.t. (-/ 25- ,565 — ei?Fer
Mailing Address:
0 7 rc u e_�
General Contractor:
Or,M,}ufactured Home Installer: Phone:
,-j Z � 3- .11 ass
ern��r 1 z-: �' t I `i w,
Mailing Address:
Contractor's State License Number: Expiration Date:
Septic Designer: Phone:
Mailing Address:
Architect:/Engineer: - Phone:
Mailing Address:
Loan Lender/General Phone:
Contractor's Bond Holder:
Mailing Address:
FOR OFFICE USE ONLY
Fire District: Planning Area: School District: Zone:
BLD SUPP CNTCT FORM.doc 1/31/01
V
i 2 2 = ) I :r ) 11D
_ -' // A nl '
/i\ Z. ti4 7 -2 :,--. _1_07
Tl
0 In/ N 'zi --7 d
C CJ
,Cl o
m_�
O Chia
0
--
rn C="_==
r V,1 a/ ' 4 ) Zl AI D
dry 7Soo z
C:s 4 l ,--\
�d�'s,9/� u p lI
I ,
2'..n r1i o N w c/cio / 41
itl9N1roJ J- 97 1+4 .>ll3
J.d 2 7 5 _iJ r; )X d
-)1J r) ti_J214n 0) ) rn 1 7 S / _to 1
° 2Xz ( yn�" 1. f)x f _
_--1\ _ ,
uaf�SJwxtoLS 7.. rXol rrri�s/,(� �,'. e ,�, 5 '�5ix- —_�� IN
i
0
o ► , v.?),rldti l:."i,c.--1 /
j'r+q•I y.�td ZSxo,S ..1J` 1y 3 /
—
Pr .v J W/v_/.no J is, r g
c - Willi, 1
K?.1 7" 7W,\ 1S JX . lirci V-
I....:-
r 1 cy 1 1 / 0% ' (^l = "(-1<1 ��j..„Gr J
V CI ' �1 1' I , `I
k 1
, 1� J I
i�tCt/M ,x �'� ,,,,„,,, ,,,,,,ii,..-)
1 A-7-„,„
;
, I or ; 1 I.'r /2)..) L1 kisZ I
`I ._i I.t,rref%l/t1 u_i.c.U ry r.S':YU .. 4,�d n►v �l O O j
)0 J cl tits )Il/) �S) ua
1-.),.0 r 7 v xl tiiv� --1 S 1 r.1 �~ ,y o g ."7--
_ 1av�62 J !5 i x a�.i
SI .. , .. ....... .._
II
0 ..
1 --