HomeMy WebLinkAboutBLD2014-00083 BLD14-00083
BUILDING PERMIT APPLICATION Review Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD14-00083 Received Date: 3/7/2014
SITE ADDRESS: 3221 SR 20
PORT TOWNSEND. 98368
OWNER: MAREK WALIGORA / �` `/ E: 503-932-0274
MAUREEN WALIGORA b
13806 SE 36TH ST
VANCOUVER WA 98683-7700 ..
SUBDIVISION: 1� •t: 20
PARCEL NUMBER: 901172004 Section: 17 I M1`r
..
CONTRACTOR: OWNER/BUILDER PHON
3. r
REPRESENTATIVE:
410( A
PROJECT DESCRIPTIOP DETACHED SHOP, U ATED ' % ed conc re tly
with BLD14-82 � �
TYPE OF WOR G A ' SQ ;`-E F•ll-A ,. . 4i
(
-
TYPE OF IMP NEW
M', 4:
VALUATION 25,000.00 ,,A DSL HEAT TYPE: uFl
CODE EDITI DN: 2012 EAT d HEAT T
OCCUPANC UNHE 0 #H
OF STORI
OCCUPANC OTHE
CONST TYPE: GAR SHORELINE:
CONST TYPE: ��� SETBACK:
D' BANK HEIGHT
SEWAGE DISPOSA O ��
WATER SYSTEM: 'WEL/
BEDROOMS: BATH' • .
, Tr
Exist: Exist Se/
Prop: Pr• . ,
Total: Tota 1
Routing Date:
Type Amount Paid Bv: Dat.- ," Recei• : Approved/Date
Permit $322.00 MEB 02/24/14 148402
Plan Check $209.30 MEB 02/24/14 148402 APP ROV E LP
State Building Code $4.50 MEB 02/24/14 148402
Total: $535.80
Jefferson County DCL
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0 BLD14-00083
BLDING PERMIT APPLICATION Review Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT#: BLD14-00083
Received Date: 3/7/2014
SITE ADDRESS: 3221 SR 20
PORT TOWNSEND, 98368
OWNER:
MAREK WALIGORA PHONE: 503-932-0274
MAUREEN WALIGORA
13806 SE 36TH ST
VANCOUVER WA 98683-7700
Block: Lot: TX 20
SUBDIVISION:
PARCEL NUMBER: 901172004 Section: 17 Township: 29 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOP DETACHED SHOP, UNHEATED reviewed concurrently with BLD14-82
SHORELINE EXEMPTION
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 25,000.00 ADD'L: HEAT TYPE: UH
CODE EDITION: 2012 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER: SHORELINE:
CONST TYPE: GARAGE: 400 SETBACK: 30
CONST TYPE: DECK: BANK HEIGHT: 30
SEWAGE DISPOSAL: OSS
WATER SYSTEM: 1 PW ELL
BEDROOMS: BATHROOMS:
Exist: Exist:
Prop: Prop: 0
Total: Total: 0
Routing Date:
I
Amount Paid By: Date: Receipt: Approved/Date
Type
Permit $322.00 MEB 02/24114 148402
Plan Check $209.30 MEB 02/24/14 148402
State Building Code $4.50 MEB 02/24/14 148402
Plan Check $76.00 SRE 07/02/14 148833
Total: $611.80
t 7/2/2014
widemark\data\forms\F_BLD_App_Bld.r p
Jp Front Parcel Review •
Parcel 901172004
Printed: March 25, 2014
MAREK WALIGORA Site Address:
MAUREEN WALIGORA 3221 SR 20
13806 SE 36TH ST
VANCOUVER, WA 986837701 PORT TOWNSEND WA, 98368
Parcel Number: 901172004 S-T-R: 17-29N-01W Total Acreage 6
Legal Description S17 T29N R1 W TAX 20 BLA#113811 V35/P124 Land Use: 9100
Flood District: Fire District: 5 Planning Area: 5
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 the 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
[ ] Shoreline Designation: YES NO •
[ ] Shoreline Slope Stability: YES NO
Stream Type:YES NO )\\)
FWHCA: YES NO
Wetlands: YES NO57Y
Rare Plants:YES NO
Seismic: YES NO
Landslide: YES NO
Flood: YES NO
Erosion: YES NO
Aquifer Recharge Area:YES NO
SIPZ: none At Risk High Risk Coastal
CMZ: none High Risk Moderate RiskDisconnected CMZ
Stormwater site plan submitted: YesNo
[ ] Forest Lands: YES NO
Adjoining Forest Lands: Commercial/ Rural/ Inholding
[ ] Mineral Lands: YES NO
[ ] Agricultural Lands: YES NO
[ ] Archaeology: YES NO
[ ] No Shooting Zone: 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 coverallercentage: •
Resource Lands&Public: 10% Rural Residential: 25% Rural Industrial: 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:
[ I 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
Title Notes Updated
Parcel tags found for parcel 901172004
1.) Well on site dry well on site, see usr09-59. See usr13-36 for 11/06/2013
application to decommission.
Parcel tags found for parcel 901172004
2.) WSRC Coaching - 2013-09-10, CZ 09/20/2013
Other
Cases Associated with APN 901172004
Cases Name Review Type Status Planner
ADR12-00055 YAM SUNSHINE WA LTD LBLTY F
Application Received: 7/31/2012 Permit Issued/Case closed: Case Finaled:
911
BLD14-00082 WALIGORA I P
Application Received: 3/7/2014 Permit Issued/Case closed: Case Finaled:
NSFR WI ATTACHELSGARAGE,NO HEAT, NO PLUMB with a SHORELINE EXEMPTION
PRJ14-00023 WALIGORA P
Application Received: 3/10/2014 Permit Issued/Case closed: Case Finaled:
NSFR W/ATTACHED GARAGE,NO HEAT, NO PLUMB
BLD14-00083 WALIGORA I P
Application Received: 3/7/2014 Permit Issued/Case closed: Case Finaled:
DETACHED SHOP, UNHEATED WITH 1/2 BATH reviewed concurrently with BLD14-82 SHORELINE EXEMPTION
CAM14-00142 WALIGORA NA M
Application Received: 2/12/2014 Permit Issued/Case closed: 3/10/2014 Case Finaled:
Stormwater infiltration trench not allowed in SMP buffer
MLA09-00328
ZON09-00111 MLA09-00328 YAM SUNSHINE WA LTD LBLTY I A
Application Received: 10/1/2009 Permit Issued/Case closed: 12/31/2009 Case Finaled:
SPAAD -Site Plan Approval Advanced Determination for residential development
(Parcel A of Survey)
\\tidemark\data\forms\R_Parcel_CRMLA.rpt 3/25/2014 Page 2 of 3
SEP14-00004 • WALIGORA • I P
Application Received: 1/6/2014 Permit Issued/Case closed: 2/7/2014 Case Finaled:
USR09-00041 WHITE AND RENAE WHITE CMP
Application Received: 7/28/2009 Permit Issued/Case closed: 3/18/2014 Case Finaled: 3/18/2014
BAJ408 was drilled on 901-1/1-002 to serve 901-172-004 Parcel A
see also usr90-59 and usr13-36
USR09-00059 WHITE A
Application Received: 9/23/2009 Permit Issued/Case closed: Case Finaled:
see misc. tab. BAJ412 drilled on 901-172-004 and was a DRY HOLE.
This is the fifth well on the property, planned for bla, see also usr09-40-41-43 and 44.
USR13-00036 WALIGORA DC
Application Received: 11/6/2013 Permit Issued/Case closed: 12/16/2013 Case Finaled: M
DECOMMISSION USKU9-59, DRY HOLE. See misc comment tab.
\\tidemark\data\forms\R_Parcel_CRMLA.rpt 3/25/2014 Page 3 of 3
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SUPPLEMENTAL: STORMWATER SITE PLAN 4�,�- - - -
PARCEL N0 941172004 / )1*�`►�•., — it- - - —
APPROXIMATE _-� / ! //
HIGH WATER MARK r /_v w,, /
-�EW2sc/%0'TRENCH
/ LD,9ND f*,0, //MS
30'BUFFER FROM TOP OF BANK s�EC'�
vLTo �� DISPERSION
(BANK HEIGHT> 10'&4 30') � 7 µaus� ,i SIO
' d��s�,4/ . % 4 ./
TOP OF BANK / / I
7 f. ,' i 0 WELL
BALANCED ..,,/ ,`,'i II r f II' DECOMMISSIONED /
GOVERNMENT / 't' 7 12/16113
MEANDER LINE /
_- - / •
/ NEW GRAVEL
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► APPROXIMATE /
TOE OF SLOPE
// /. PER OWNER
/ Z •1// � /� 200'SHORELINE
/ �/ REGULATORY LINE
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f
30'TRENCH . /
DIS DISPERSION •
T TRANSPORT
LINE FOR SEPTIC
/ / / _ - - -- -
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STOPJrr1 I'/A'r''r{Z S 11 E PLAN /
"°1)151°A) 1 (6-/y-/q) ( -5' i 3- I NORTH
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SUPPLEMENTAL: STORMWATER SITE PLAN 1 J _- i / _ _ _
PARCEL NO: 901172004 - _
--- --
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HIGH WATER MARK ): st--/ / _ :‘,„.7
/ / )/20'TRENCH
30' BUFFER FROM TOP 0 :ANK / J;//DIS
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MEANDER LINE / ! j 12/16!13 ///
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---"JEHERIM COUNTY SCALE IN FEET
�
' Wf COMIAUNITY DEVELOPMENT
/
w�s0 c�L JEFFERSON COUNTY ,/)r
µ� 2�7. DEPARTMENT OF COMMUNITY DEVELOPMENT OThur. Fri.
�L
} Mon. Tue. Wed.
9S`flNGS am/ m �/7
/f f� Time Received: �'C' Date:
Date: Contact Name:
f _ . �� Contact Number: 360
Address:
BLD: 206
owner: ZG� 32 ov74
X03- 9
Notes: ane Tank Mechanical
Framing Prop
Plumbing �— Furance
Foundation_ Under ground
Framing Gas
Under ground Above ground pil
Setbacks Air Seal
Rough In Exterior lines— Ducts--
Post
Hydronic Exterior shear Interior lines
SteStraps Interior shear Appliance
Hot Water Htr Ventilation Gas/Wood stove
Post Hole� Underfloor
Insulation Final Inspection_—
Ma_ n �'
Floor Address Posted
Setbacks _ Wall
Foundationn _ Ceiling
Block&Tile
T
es-
CO
4� i JEFFERSON COUNTY
4'
DEPARTMENT OF COMMUNITY DEVELOPMEN
9y [ O=
Mon. Tue. Nle Thur. Fri.
Date: 5I`i''' Time Received: 10' Lamm ,�� ,
Date:
Contact Name:
BLD: /)oGP"�
Contact Number: 360
Owner: 206
Address: 3zzl $ zc�
P 3-93Z t57-7f
Notes:
FramingPropane Tank Mechanical
Plumbing
Foundation ----
Underground Furance
Setbacks Under ground Framing Gas
Rough In Air Seal Above ground
Footing Exterior lines Oil
H dronic Exterior shear Ducts
StemwallStrapy Interior shear Interior lines
Straps Hot Water Htr Appliance
Post Hole Ventilation
Underfloor Gas/Wood stove
Insulation
Man-Homes I— Final Inspection
SetbacksWall Address Posted
Foundationn Floor
Ceiling /
Block&Tile ___#__
4.‘<, ''N CO JEFFERSON COUNTY
s` DEPARTMENT OF COMMUNITY DEVELOPMENT
,,,,,,,,c,-,0
Date: t Zt Time Received: - f am Mon. Tue. Wed. Thur. ri.
Date: 41—Z.41
BLD: / --- Ye.- /4/- Contact Name:
Owner: Contact Number: 360 .5'03 Q,32,o17'
Address: 92,7,I Sit ZO 206
Notes:
Foundation Plumbing Framing Propane Tank Mechanical
Setbacks Under-ground Framing )a Under ground Furance
Footing Rough In Air Seal > Above ground Gas
Stemwall Hydronic Exterior shear Exterior lines Oil
Straps Hot Water Htr Interior shear Interior lines Ducts
Post Hole Ventilation Appliance
Underfloor Gas/Wood stove
Man-Homes Insulation
Final Inspection
Setbacks Floor
Foundation Wall Address Posted
Block&Tile Ceiling
�goSo' cot JEFFERSON COUNTY
; ` DEPARTMENT OF COMMUNITY DEVELOPMENT
Sk1:4
Date: 16.-1 Time Received: `D ; 21 (i/pm Mon. Tue. Wed. 3b Fri.
Date: ( t- 9
BLD: \ I Z- Contact Name:
Owner: Contact Number: 360 C� (274-'
Address: .F7 Z:6-( W 206
Notes:
Foundation Plumbing Framing Propane Tank Mechanical
Setbacks Under-ground Framing Under ground Furance
Footing Rough In Air Seal Above ground Gas
Stemwall Hydronic Exterior shear Exterior lines Oil
Straps Hot Water Htr Interior shear Interior lines Ducts
Post Hole Ventilation Appliance
Underfloor Gas/Wood stove
Man-Homes Insulation
Final Inspection
Setbacks Floor
Foundation Wall Address Posted
Block & Tile Ceiling
• •
STRATUM GROUP
P.O. Box 2546,Bellingham,WA 98227
Phone(360)714-9409
November 23, 2013
Marek Waligora
13806 SE 36th Street
Vancouver, WA 98683-7700
Re: Geology Hazard Assessment
Jefferson County Parcel: 901172004
Discovery Bay, Washington
Dear and Mr. Waligora:
Stratum Group is pleased to present the results of our geology hazard assessment of the above
referenced property. The purpose of this geology assessment was to evaluate the potential
geologic risk at the property.
It is my understanding that the proposed building area for a home will be on the western portion
of the site in an area that has been previously graded where there is a wide bench area adjacent to
a low shoreline bank. Access to this site is via a gravel road that angles down the slopes above
across the property to the north of the subject property.
Based on my geology hazard assessment, it is my opinion that the risk of slope failures impacting
the proposed building area on the west portion of the site is low and the site is not within a
geologic hazardous area.
SCOPE OF SERVICES
The scope of our services included the following:
'1) Conducted a site visit to visually inspect the subject property including the slope
conditions, shoreline conditions, and relevant conditions in the vicinity of the
property.
2) Observed surface soil conditions and bedrock conditions on the slopes of the
subject property and vicinity by excavating shallow hand dug test pits.
3) Reviewed available geologic mapping and other pertinent information for the site
and vicinity including our own notes fro geology in the vicinity.
4) Prepared this report summarizing our findings and recommendations for site
development.
• • AP.
November 23,2013
Tax Parcel 901172004,Jefferson County,WA
Geology Hazard Assessment
GENERAL GEOLOGY
Several geology maps cover the area where the property is located. The Surficial Geologic Map
of the Port Townsend 30 by 60 Quadrangle, Puget Sound Region, Washington (Pessl, Dethier,
Booth and Minard, 1989) indicates the subject property is underlain bedrock. The Bedrock
Geologic Map of the Port Townsend 30 by 60 Quadrangle, Puget Sound Region, Washington
(Whetten, Carroll, Gower, and Brown, 1988) indicates the bedrock underlying the site and
vicinity consists of Crescent Formation conglomerate. The Geologic Map of the Port Townsend
South and Part of the Port Townsend North 7.5-minute Quadrangles, Jefferson County,
Washington (Schasse and Slaughter, 2005) indicates the site is underlain by a landside deposit
and conglomerate of the Crescent Formation. Schasse and Slaughter(2005)fully incorporated
the mapping of Gower(1980)Bedrock Geologic and Quaternary Tectonic map of the Port
Townsend Area, Washington. The Geologic Map of Northeastern Jefferson County, Washington
(Gayer, 1976) indicates that the site is underlain by thin drift over basalt.
Based on my site investigation as well as other investigations I have done in the immediate
vicinity that included examining exposures along the streams to the south,hand dug test pits on
the subject property, exposures observed at a home site excavation and exposures along cut
slopes on the lots nearby, the site is underlain by conglomerate predominantly consisting of
basalt cobbles and glacial drift.
These observations are consistent with the mapping by Gayer (1976)that the site is underlain by
thin glacial drift over bedrock. The lowermost part of the property along the water at the
property's western edge is underlain by fill associated with the former railroad grade along the
western edge of the property. Fill also appears to have been placed on portions of the lower part
of the site associated with past site grading work.
As noted above Schasse and Slaughter(2005) indicate that the site is located with a landslide
area based on the mapping of Gower (1980). Gower(1980)provides no explanation to the
landslide feature on the map he developed and the focus of his work was on bedrock. An old
shallow landslide is present near the south property line on the lower slopes above the old
railroad grade.A possible very ancient slope failure may have taken place on a slope several
hundred feet north of the property. The slide to the south was noted by Gayer(1976) on the Slope
Stability Map of Northeastern Jefferson County, Washington. The Washington Coastal Atlas
indicates the site is located in an area that is of intermediate stability. Jefferson County Critical
Areas map indicates the site is located in an area of slight and moderate landslide hazard.
Based on my investigation and observations,the site is not located on a landslide area. I surmise
that the bench like features combined with steep slopes may have led Gower(1980) to interpret
the landforms in the area as landslide areas. Minor soil creep and root throw is present on most of
Stratum Group File:9.17.13
•
November 23,2013
Tax Parcel 901172004,Jefferson County,WA
Geology Hazard Assessment
the steep slopes in the area and there are areas on some of the local steeper slopes that may have
had small shallow slides in the past particularly where roads or the railroad had cut into the slope.
LiDAR imagery of the area is not consistent with the area being underlain by a landslide and
hand dug test pits found soils underlying the subject property to be glacial drift or bedrock with
thin soil covering and no disrupted landslide materials present.
Modest bench areas on the property and in the vicinity appear to be former shorelines or ice
margin deposits. During the late stages of the last glacial period local relative sea-level was
higher than present due to the mass of glacial ice having pressed the local land surface downward
100s of feet. Mapping to the southwest by Haugerud and others (2009) and my own observations
along the slopes of Discovery Bay at numerous locations have noted numerous bench-like
features associated with ice margin features and former elevated shorelines that have formed
discontinuous bench landform features around the shores of the bay. The bench elevations on the
subject property and vicinity are consistent with elevations I have noted and Haugerud and others
(2009) mapped.
Fill is present underlying the portions of the proposed building area and along most of the
lowermost portion of the subject property. A railroad was formerly located along the lowermost
portion of the site.
SPECIFIC SITE OBSERVATIONS
The lot is accessed via a gravel road off of State Route 20. The lot slopes down to Port Discovery
from State Route 20. The upper, east side of the property adjacent to State Route 20 is at
elevation of approximately 200 feet and the west end of the property is at the shoreline of Port
Discovery.The steeper slopes on the site above the proposed building area are on the order of 28
degrees based on the LiDAR data and my own clinometer readings on the slope. A few slightly
road trails cut across the slope are present as well as areas that
old logging
steep sections where gg g
are less steep such as the modest bench areas.
The west side of the property at the shoreline consists of a former railroad grade that followed the
shoreline along Port Discovery. The level railroad grade is approximately 10 feet above the high
tide line. Most of the railroad grade along the property has been armored with rock with some
concrete debris. The beach consists of boulders and cobbles and sand areas. Some minor erosion
has taken place in areas not armored with rock and concrete debris.
The proposed home site is located on the west portion of the site. A level building area has been
graded in the past at this location above the former railroad grade. The level area appears to have
been constructed from partially cutting into the slope as well possibly from end hauling of road
grading material.
Stratum Group
File:9.17.13
4
November 23,2013
Tax Parcel 901172004,Jefferson County,WA
Geology Hazard Assessment
The proposed home site is accessed via a gravel road that traverses across the slope to the north
of the subject property down to the proposed home site.
The slope above the proposed building site slopes up gently for approximately 200 feet and then
steepens to a bench area approximately 80 feet in elevation above the slope. Above this bench
area the slope steepens to approximately 45 degrees up to another bench area at approximately
180 feet elevation with a gentle slope from there to the highway on the east side of the site. The
lower part of the slope is underlain by glacial till and colluvial soils derived from the slopes
above. The bench area is underlain by reworked glacial till consistent with the area being a
former short duration shoreline that existed during the late stages of the last glacial period. The
steep slope above is underlain by a mix of glacial till and weathered bedrock. The bedrock
consisting of basalt fragments consistent with conglomerate consisting of basalt cobbles.
The road that accesses the building site is a full bench cut road and follows contours such that the
slopes crossed by the road are stable and cut slopes are minimal. Most of the cut slopes are cut
into bedrock or glacial till.
The lower part of the road does cross an area just north of the property of convergent topography
with seeps and wet areas on the slope. This section of road required some over excavation of soft
wet soils and fill placement over the low area. According to a letter provided by Doug Reeves,
the road was constructed with rock fill that allows any perched water to pass through the road. A
culvert was installed at a level above the low point to transmit any excess flow that may develop
during severe storms or rain on snow events. Observations of the fill below and above the road
are consistent with the description of the road construction by Mr. Reeves.
Tree stumps on the slope above the proposed building area are straight as are most of the trees on
the slope. Other than minor soil creep on the steepest slope sections,there is no indication of
slope movement. There is no indication of old or potential landsliding on the slopes above the
proposed home site.
The shoreline to the west of the proposed home site is lined with rocks and trees and no
appreciable erosion is evident along the shoreline.
CONCLUSIONS AND RECOMMENDATIONS
Based on my visual inspection of the slope on the subject property and area, I conclude that a
residence can be located on the level building area on the west portion of the site such that
erosion or landsliding will not threaten the structure within the expected life of the structure(100
years). In addition the development of the site will not cause an increase risk of landsliding or
Stratum Group File:9.17.13
• •
November 23,2013
Tax Parcel 901172004,Jefferson County,WA
Geology Hazard Assessment
erosion off of the site.
Recommendations:
Setbacks: The home should be setback from the base of the slope to the east at least 15 feet. The
home should be set back at least 25 feet from the low shoreline bank to the west of the site. Other
setback requirements associated with shoreline rules or fish and wildlife may be applicable.
Vegetation:Native vegetation should be left in place as much as practical on the slopes
exceeding 35 degrees and within the buffer between the building area and the slope to the east
and the shoreline low bank to the west. It is acceptable to thin and limb the trees for view
purposes and remove trees that may pose a hazard.
Drainage: Storm water should be directed to a dispersion/infiltration area to the north and south
of the home site. The topography of the area is such that this can be readily accomplished.
Foundation Considerations:The proposed home site is located in an area that was filled
previously for the construction of a railroad and more recent grading. This is not a landslide or
erosion risk,but the quality of the fill is not known or the material below the fill. Over
excavation of the proposed building foot print should followed by placement of well
graded and
compacted foundation bearing fill to minimize the potential for differential settlement. Specific
foundation bearing soil placement will depend on specific design criteria for the home.
I do not anticipate that the development of the subject property will cause any negative impacts
on the stability of the slopes or the shoreline bluff as long as our recommendations are followed.
Stratum Group appreciates the opportunity to be of service to you. If conditions appear different
than those described in this report, or other concerns arise, we request that we be notified so we
can review those areas and modify our recommendations as required. Should you have any
questions regarding our reconnaissance please contact our office at(360) 714-9409.
Sincerely yours, k a301"
cea
Stratum Group
•
t ., a
Dan McShane,M.Sc., L.E.G. 4zr a 1
Licensed Engineering Geologist
L
Stratum Group
"� File:9.17.13
I 1
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JEFFERSOMOUNTY •
DEPARTMEN COMMUNITY DEVELOPMENT
''' ` 1'4 621 Sheridan Street • Port Townsend •Washington 98368
360/379-4450 • 360/379-4451 Fax
Sy O$ www.co.jefferson.wa.us/commdevelopment
Master Permit Application MLA:
Project Description(include separate sheets as necessary):
e S" p (...-,f t/z to,_.i,L .
Tax Parcel Number: 1 6 . r\--2_ Cl Z H Property Size: (acres/square feet)
Site Address and/or Directions to Property:
`- 22t 52- 70 p 36K- .
Property Owner(s)of Record: Il f\*wri-t._ d_ Iil.uuf,P_t.v•... 3('4- •
Telephone: a) 3 -0.1 , 2-02'1-1 Fax: email:
Mailing Address:
Applicant/Agent(if different from owner):
Telephone: Fax: email: _
Mailing Address:
What kind of Permit?(Check each box that applies 0 Lot or Road Segregation
Kruilding ❑ Critical Areas Stewardship Plan
0 Demolition Permit • ❑Variance(Minor, Major or Reasonable Economic Use)
❑Single Family 'Garage Attached/ i- ached ❑Conditional Use[C(a), C(d),or C]**
❑ Manufactured Home .0 Modular N.,— 0 Discretionary"D"or Unnamed Use Classification
L Commercial* 0 Special Use(Essential Public Facilities)**
❑ Change of Use 0 Boundary Line Adjustment
❑ Address 0 Road Approach_ ❑Short Plat*`
❑ Home Business ❑ Cottage Industry 0 Binding Site Plan**
❑ Propane El Long Plat**
❑ Sign • 0 Planned kurai Residential Development(PRRD)/Amendments"*
❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration'"
❑ Stormwater Management 0 Shoreline Master Program Exemption/Permit Revisions**
❑ Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Substantial Development**
❑Temporary Use 0 Shoreline Management Variance
❑Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment
❑ Forest Practices Act/Release of Six-Year Moratorium 0 Jefferson County Shoreline Master Program Amendment
1 *May require a Pre—Application Conference 0 Tree Vegetation Request
**Requires a Pre-Application Conference
Please identify any other local,state or federal permits required for this proposal, if known:
DESIGNATION OF AGENT
I hereby designate to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE Date:
By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the hest of
his, her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet
may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and
expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application
review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the
time of the app ion th he/q 4 70:Zor notice.
►� Signature: /��it/ Date: i 6'
The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the
'Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this
permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual
and non-trans77resporysibili or a eriI to complying with the ESA. The Applicant has read this disclaimer and signs and dates it below.
Signature: Q wi// Date: r O'6"-/'
G:\PermitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc
,
• BUILDER STATEMENT •
The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that
they will be as{s}mi r nsi "responsibility o®the General Contractor for the proposed project.�f �7
Signature: // if et Date: _= SOS 6'Iy
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
( ) ( )
MAILING ADDRESS: EMAIL:
CONTRACTOR'S LICENSE WAINS
NUMBER: NUMBER
ARCHITECT/ENGINEER: PHONE ( ) FAX:( )
MAILING ADDRESS: EMAIL
Project Type: Frame Type: Bathrooms: I Shoreline: Type of Sewage Disposal:
❑ New ❑ Wood Existing: ❑ Sewer
❑ Addition ❑ Steel Proposed: Bank ❑ Community System
❑ Alteration/Remodel ❑ Concrete Total: _ Height: ❑ Individual System
❑ Repair 0 Masonry — SEP Permit#
D Demolition ❑ Other: Bedrooms: Water Supply:
Existing: _ Setback: ❑ Private well ❑ Two Party
Type of Heat: Proposed: ❑ Public
Total: Name of System:
If this is a Commercial Proiect you must answer the following:
Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces:
Number of occupants(includes owners,tenants,employees,etc) Current Proposed
IBC Occupancy: IBC Type of construction: Will you have Food'Service? Yes I No
If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply:
i Underground Tank I Above ground Tank Size of Propane Tank:
i Heat Stove i Cook Stove I Woodstove 1 Fireplace Insert i Hot Water Tank i Pellet Stove i Other
Is this appliance being installed in a Manufactured/Mobile Home? Yes / No
When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property
lines,tank location and size,distances from the propane tank to all property lines, buildings and septic system components,
including the reserve area.
Square Footage Current Proposed For Office Use Only. Amount Revision
Main Floor Heated EH Bld App Review:
2 Floor Heated Consistency Review:
Other Heated Base fee: 1 22,u/.
Mezzanine Additional Section: le-1
Heated Basement Plan Check fee: 20
�-, i e SO.
Unheated Basement State Surcharge fee: !'t-J
Other Unheated' Pot Water Review fee:
Garage/Carport11.149... C5
SUBTOTAL
1° 232.Z c'el.
Decks 911/Rd Approach fee:
Other TOTAL: $
.S -.6f. - Receipt Number: U1
Cash/Check Number: 1 14 - `510
ESTIMATED COST(REQUIRED) Date: ��2 /
•Fair market value of all labor and materials foundation to finish
2 Initials: I 04
G:\PermirCenter\###FORMS###\DRD FORMS\Current ORD Forms\Master Permit Application 5-29-08.doc
• BUILDER STATEMENT •
•
The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that
thewill be as ing th- responsi• ty of the General Contractor for the proposed project.
Signature: 1Ii, i i i Date: -a6-/y
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
( ) ( )
MAILING ADDRESS: EMAIL:
CONTRACTOR'S LICENSE WAINS
NUMBER: NUMBER
ARCHITECT/ENGINEER: PHONE ( ) FAX:( )
MAILING ADDRESS: EMAIL .
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
❑ New 0 Wood Existing: ❑ Sewer
❑ Addition 0 Steel Proposed: Bank 0 Community System
❑ Alteration/Remodel 0 Concrete Total: _ Height: ❑ Individual System
❑ Repair ❑ Masonry — SEP Permit#
Cr Demolition 0 Other: Bedrooms: Water Supply:
Existing: Setback: 0 Private well 0 Two Party
' Type of Heat: Proposed: 0 Public
Total: Name of System:
If this is a Commercial Protect you must answer the following: •
Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces:
Number of occupants(includes owners,tenants, employees,etc) Current Proposed
BC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No
If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply:
1 Underground Tank i Above ground Tank Size of Propane Tank:
t H• eat Stove t Cook Stove i Woodstove i Fireplace Insert i Hot Water Tank i Pellet Stove i Other i
Is this appliance being installed in a Manufactured!Mobile Home? Yes / No
When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all properly
lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components,
including the reserve area.
Square Footage Current Proposed For Office Use Only Amount Revision
Main Floor Heated EH Bld App Review:
2n"Floor Heated Consistency Review:
•
Other Heated Base fee:
'1'z2, 6°'
Mezzanine • Additional Section: el
•
Heated Basement Plan Check fee: rl q r SV�l
•
Unheated Basement State Surcharge fee: !� 1
Other Unheated Pot Water Review fee:
Garage/Carport / SUBTOTAL (_.1.
.
\ 232.2� S
Decks 911 Rd Approach fee:
Other TOTAL: $
la',/+� 1-6 Receipt Number: 1 14 q U
Cash/Check Number: 5 (Jw`j f\
ESTIMATED COST(REQUIRED) Date:
.Fair market value of all labor and materials foundation to finish V/ /(1
X/ „i v ) Initials: _
G:\PermitCenter\###FORMS###\DRD FORMS\Current ORD Forms\Master Permit Application 5-29-08.doc
fr-erliik,,soN
cet,
JEFFERSOI�OUNTY
� DEPARTMENMP COMMUNITY DEVELOPMENT •
}-1 04 621 Sheridan Street• Port Townsend •Washington 98368
r; 360/379-4450 • 360/379-4451 Fax
www.co.jefferson.wa.us/commdevelopment
Master Permit Application MLA:
Project Description (include separate sheets as necessary):
Tax Parcel Number: q 6 (` rk'Z Cie)LI Property Size: (acres/square feet)
Site Address and/or Directions to Property:
'22k S2 7c0 per , rus 3b_
Property Owner(s)of Record: II f\ -- k d.- (nowt e.e.y, r 3.-)rs •
Telephone: S 3 -pi ,2-021 "( Fax: email:
Mailing Address:
Applicant/Agent(if different from owner):
Telephone: Fax: email: _
Mailing Address:
What kind of Permit?(Check each box that applies 0 Lot or Road Segregation
gfitilding 0 Critical Areas Stewardship Plan
0 Demolition Permit '1-E) • 0 Variance(Minor, Major or Reasonable Economic Use)
❑Single Family VL-Garage Attached I I- ached 0 Conditional Use[C(a),C(d),or C]'"'
O Manufactured Home . 0 Modular '— 0 Discretionary"0"or Unnamed Use Classification
❑ Commercial* 0 Special Use(Essential Public Facilities)**
O Change of Use 0 Boundary Line Adjustment
❑ Address 0 Road Approach_ 0 Short Plat**
❑ Home Business 0 Cottage Industry 0 Binding Site Plan**
❑ Propane 0 Long Plat**
❑awl 0 Planned Rural Residential Development(PRRD)/Amendments**
❑Allowed"Yes"Use Consistency Analysis 0 Plat Vacation/Alteration--
❑Stormwater Management 0 Shoreline Master Program Exemption/Permit Revisions**
❑Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Substantial Development**
❑Temporary Use 0 Shoreline Management Variance
❑Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment
❑ Forest Practices Act/Release of Six-Year Moratorium 0 Jefferson County Shoreline Master Program Amendment
*May require a Pre–Application Conference 0 Tree Vegetation Request
**Requires a Pre-Application Conference
Please identify any other local,state or federal permits required for this proposal, if known:
DESIGNATION OF AGENT
I hereby designate to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE Date:
By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of
his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet
may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and
expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application
review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the
time of the app''•.'ion th- he • - r- anti.for notice.
41 Signature: i//.. / A ._i . Date: i —-2 6�
r
The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the
"Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this
permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual
and non-trans respo ibili or a )tennn to and complying with the ESA. The Applicant has read this disclaimer and[ signs and dates it below.
Signature: � W wl!' Date: ^R6—A/
G:\PermitCenter\###FORMS###\DRD FORMS\Current DRD Forms\Master Permit Application 5-29-08.doc
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Standard Conditions for Residential evelopment in Jefferson County •
1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly
visible from outside the boundaries of the property. The intensity or brightness of all lighting, during
construction and after project completion shall not adversely affect the use of surrounding properties or
adjoining rights-of-way.
Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade,
excepting when such lighting is an integral part of a building or structure. Ground level lighting is
encouraged.
2. BUILDING HEIGHT: The building height is not to exceed 35 feet.
3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall
create no fire, safety, health or sanitary hazard.
4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot unless totally
screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable
performance and development standards specific to the district in which the storage is kept, and shall be in
keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC.
Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as
an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or
Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking
yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical
area.
5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence.
6. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse
the applicant from complying with other local, state and federal ordinances, regulations or statues,
applicable to the proposed development, but consistent with RCW 90.58. Future development beyond
that specified in this permit shall require further review.
7. BMPs: The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion
and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed
during construction, and in the design and operation of stormwater and drainage control systems.
8. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal
ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW
90.58.
Development pursuant to this permit shall be undertaken subject to the applicable policies and
performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson
County Unified Development Code.
If during excavation or development of the site an area of potential archaeological significance is
uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once.
The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon
became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under
the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined
as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine
2013-03-07 SFR StdConditions 3/7/2013 1
ri Service can levy ',flies. II
Fisheries p,Fia es Portions of Jefferson County, mcTuding marine waters, are included
as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater
shoreline,
or floodplains could harm habitat if protective measures are not taken. To minimize the potential to
damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or
floodplains are advised to do the following:
All development activities should avoid unstable slopes, wetlands, and forested areas near surface
waters
Remove minimal vegetation for site development, especially large trees
Allow trees that have fallen into surface waters to remain there
Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging
directly into surface waters or roadside ditches
The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of
an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from
"taking" bald eagles. This federal law defines the term "take" and describes the possible legal
consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or
their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their
habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about
how this law affects your project.
Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance
with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting
with a professional fisheries habitat biologist, and following the recommendations for site development
provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle,
or the U.S. Fish and Wildlife Service.
2013-09-06_SFR_StdConditions 9/6/2013 2
• •
3.1.1 Downspout Full Infiltration Systems (BMP T5.10A)
Downspout full infiltration systems are trench or drywell designs intended
only for use in infiltrating runoff from roof downspout drains. They are
not designed to directly infiltrate runoff from pollutant-generating
impervious surfaces.
Application Projects subject to Minimum Requirement#5 (Section 2.5.5, Volume I)
must provide for individual downspout full infiltration systems or full
dispersion if feasible. Evaluate the feasibility, or applicability, of
downspout full infiltration unless full dispersion is proposed. Use the
evaluation procedure below to determine the feasibility of downspout full
infiltration.
Flow Credit for If roof runoff is infiltrated according to the requirements of this section,
Roof Downspout the roof area may be discounted from the project area used for sizing
Full Infiltration stormwater facilities.
Procedure for 1. Have one of the following prepare a soils report to determine if soils
Evaluating suitable for infiltration are present on the site:
Feasibility • A professional soil scientist certified by the Soil Science Society of
America(or an equivalent national program)
• A locally licensed on-site sewage designer
• A suitably trained person working under the supervision of a
professional engineer,geologist,hydrogeologist,or engineering
geologist registered in the State of Washington.
The report shall reference a sufficient number of soils logs to establish
the type and limits of soils on the project site. The report should at a
minimum identify the limits of any outwash type soils(i.e.,those
meeting USDA soil texture classes ranging from coarse sand and
cobbles to medium sand)versus other soil types and include an
inventory of topsoil depth.
2. If the lots or site does not have outwash or loam soils,and full
dispersion is not feasible,then consider a rain garden or bioretention
BMPs(the next lower priority on-site stormwater management
system).
3. Complete additional site-specific testing on lots or sites containing
outwash(coarse sand and cobbles to medium sand)and loam type soils.
Individual lot or site tests must consist of at least one soils log at the
location of the infiltration system,a minimum of 4 feet in depth from the
proposed grade and at least 1 foot below the expected bottom elevation
of the infiltration trench or dry well.
Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012
3-4
•
Identify the NRCS series of the soil and the USDA textural class of the
soil horizon through the depth of the log,and note any evidence of high
ground water level, such as mottling.
4. Downspout infiltration is considered feasible on lots or sites that meet
all of the following:
• 3 feet or more of permeable soil from the proposed final grade to the
seasonal high ground water table.
• At least 1-foot of clearance from the expected bottom elevation of
the infiltration trench or dry well.
• The downspout full infiltration system can be designed to meet the
minimum design criteria specified below.
Design Criteria Figure 3.1.2 shows a typical downspout infiltration trench system, and
for Infiltration Figure 3.1.3 presents an alternative infiltration trench system for sites with
Trenches coarse sand and cobble soils. These systems are designed as specified
below.
General
1. The following minimum lengths (linear feet)per 1,000 square feet of
roof area based on soil type may be used for sizing downspout
infiltration trenches.
Coarse sands and cobbles 20 LF
Medium sand 30 LF
Fine sand, loamy sand 75 LF
Sandy loam 125 LF
Loam 190 LF
2. Maximum length of trench shall not exceed 100 feet from the inlet
sump.
3. Minimum spacing between trench centerlines shall be 6 feet.
4. Filter fabric shall be placed over the drain rock as shown on Figure
3.1.2 prior to backfilling.
5. Infiltration trenches may be placed in fill material if the fill is placed
and compacted under the direct supervision of a geotechnical engineer
or professional civil engineer with geotechnical expertise,and if the
measured infiltration rate is at least 8 inches per hour. Trench length in
fill must be 60 linear feet per 1,000 square feet of roof area.Infiltration
rates can be tested using the methods described in Section 3.3.
6. Infiltration trenches should not be built on slopes steeper than 25%
(4:1). A geotechnical analysis and report may be required on slopes
over 15 percent or if located within 200 feet of the top of slope steeper
than 40%,or in a landslide hazard area.
. Volume 111—Hydrologic Analysis and Flow Control BMPs—August 2012
3-5
•
•
7. Trenches may be located under pavement if a small yard drain or catch
basin with grate cover is placed at the end of the trench pipe such that
overflow would occur out of the catch basin at an elevation at least one
foot below that of the pavement,and in a location which can
accommodate the overflow without creating a significant adverse
impact to downhill properties or drainage systems. This is intended to
prevent saturation of the pavement in the event of system failure.
Design Criteria Figure 3.1.4 shows a typical downspout infiltration drywell system.
for Infiltration These systems are designed as specified below.
Drywells General
1. Drywell bottoms must be a minimum of 1 foot above seasonal high
ground water level or impermeable soil layers.
2. When located in course sands and cobbles,drywells must contain a
volume of gravel equal to or greater than 60 cubic feet per 1000 square
feet of impervious surface served. When located in medium sands,
drywells must contain at least 90 cubic feet of gravel per 1,000 square
feet of impervious surface served.
3. Drywells must be at least 48 inches in diameter(minimum) and deep
enough to contain the gravel amounts specified above for the soil type
and impervious surface served.
4. Filter fabric (geotextile)must be placed on top of the drain rock and on
trench or drywell sides prior to backfilling.
5. Spacing between drywells must be a minimum of 10 feet.
6. Downspout infiltration drywells must not be built on slopes greater
than 25% (4:1). Drywells may not be placed on or above a landslide
hazard area or on slopes greater than 15%without evaluation by a
professional engineer with geotechnical expertise or a licensed
geologist, hydrogeologist, or engineering geologist, and with
jurisdiction approval.
Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012
3-6
roof
drain
PLAN VIEW
NTS 4'rigid w 6'flexible
perforated pipe
1! )
infikration trench sump w/solid lid
PLAN VIEW , roof drain
NTS 11
overflow
4'rigid or lir flexible splash block I
perforated pipe
i-
..-pi-
D❑O air-ii+
S S. q washed rock .P:',1.°°pper 0 4� 1' S_S min
12' oil=' 11lY3r4' eq LI?:0� L` Vmin
70 �❑'R7o c
fine mesh screen\---CB sump w/soaid lid
ILoo. 10'min-
varies
A
filter fabric
} y compacted backfill} 4'rigid or 6'fexrble
7 ''r
og o .09 a t" perforated pipe
24' -- -
o o 6
�0 7 za °0 ° ,70:i'
°�` washed rock
12'
;.`::o
\ 4q °❑7 a t1 ° 11/7-3/4'
4n 0.x30 pa °Q❑
i//rO/
1-+r-24' 1.'1
SECTION A
NTS
Figure 3.1.2 -Typical Downspout Infiltration Trench
Source: King County
Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012
3-7
•
•
z
sfrom roof
y '
•
•
s .
g
overflow 6'min
11/z• •0 • D. ODO
���* Q O °17 D 0
washed rodk... /-',.13D a 18'min E poo oe NOTSame length anensrons
o00 >,vo and site limitations as typical system
I
cap," tIDC.
00a t'a
2'min ,+, 15'min
X-SECTION
Figure 3.1.3 -Alternative Downspout Infiltration Trench System for Coarse Sand and Gravel
Source: King County
Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012
3-8
• •
Setbacks
Local governments may require specific setbacks in sites with slopes over
40%,land slide areas, open water features, springs,wells, and septic tank
drain fields.Adequate room for maintenance access and equipment should
also be considered.Examples of setbacks commonly used include the
following:
1. All infiltration systems should be at least 10 feet from any structure,
property line, or sensitive area(except slopes over 40%).
2. All infiltration systems must be at least 50 feet from the top of any slope
over 40%. This setback may be reduced to 15 feet based on a
geotechnical evaluation,but in no instances may it be less than the
buffer width.
3. For sites with septic systems, infiltration systems must be downgradient
of the drainfield unless the site topography clearly prohibits subsurface
flows from intersecting the drainfield.
Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012
3-10
i
• ' ' • �r
/.
SUPPLEMENTAL: STORMWATER SITE PLAN / _ / i�
PARCEL NO: 901172004
.
f ✓
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(BANK HEIGHT> 10' &< 30') Ail DISPERSION
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fik6t 1 :
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BALANCED / �1:111111 i i I I DECOMMISSIONED /
GOVERNMENT / 1 12/16/13COM //
MEANDER LINE
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30'TRENCH / ` DRIVEWAY
DIS DISPERSION,/ / rr /
1
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PER OWNER
/ / / ..:.-F"'‘';:/
. / / A- 200' SHORELINE
/ 1 1,./ REGULATORY LINE
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DIS DISPERSION
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"r'T_OF COMMUNITY DEVELOPMENT
• RESEDidat; 7/2/1 Ll
Revision to BLD14-00083
General revision notes:
• The shop size is reduced from 26 foot by 26 foot to 20 foot by 20 foot.
• The half bathroom in the shop is eliminated removing the septic line and water
service to the shop building.
• The location of the reduced size shop is the same as shown on the site plan and
supplemental stormwater sketch. The shop has been rotated 90 degrees to
improve access and egress.
• No changes to the stormwater management plan. The downspout dispersion
trench remains as shown on the supplemental stormwater sketch.
Documentation submitted as part of the revision to the original permit.
• Shop plans (2 copies full size)
• Shop plan engineering calculations
• Revised site plan(3 copies 11x17)
• Revised floor plan(2 copies 11x17
• Revised roof truss plan
• Revised supplemental stormwater management sketch
Contact: Marek Waligora 503-932-0274
Address:
204 Saddletree Drive
Port Townsend, WA 98368
D
JUL 2 2014
JEFFERSON COUNTY
�� DEPT.OF COMMUNITY DEVELOPMENT
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• .
Sally Ellis
From: Marek Waligora [marekwaligora9636@comcast.net]
Sent: Monday, June 16, 2014 9:50 PM
To: Sally Ellis
Subject: Re: Revision for BLD14-00083
Dear Sally,
Thank you very much. It helps to organize my end of things.
Hope to be moving this forward soon.
Thanks again,
Marek
Original Message
From: Sally Ellis
To: marekwaligora9636C@,comcast.net
Sent: Thursday, June 12, 2014 4:28 PM
Subject: Revision for BLD14-00083
Dear Marek,
As we discussed on the phone today- There is no need for a new permit, however we do require additional fees for all
revisions to existing approved Building permits.
There is a $76.00 fee for the Planner or DRD person to review revisions.
There is a minimum of$76.00 fee for Plans examiner (This pays for 1 hour only) If it takes our Plans Examiner more
than an hour to review-this fee will increase.
(The Plans Examiner fee is$76.00 per hour, so if it take this person more than an hour to review and approve the
revised plan this fee will increase)
There is a Environmental Health Department revision fee of$158.00
So the minimum amount for a Revision is$310.00 again this fee can change if it takes more than an hour for our Plans
Examiner to approve the revision.
We request the below information for all revision:
2 copies of the revised Plans with the Engineering Calculations if the plans are engineered.
3 copies of the revised Site Plan (All site plans are requested to be on 11x17 paper no larger)
2 copies of the revised Floor Plan ( No larger than 11x17 paper)
I hope this information is helpful to you, if you have any other questions or need more information please feel free to
contact me.
Sincerely,
Sally L Ellis
Jefferson County Community Development
Permit Technician
1
• •
621 Sheridan St.
Port Townsend, WA 98368
360-379-4452
sellis(c,co.iefferson.wa.us
2
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Jefferson County Building Division Permit Number: BLD14-00083
Applicant: WALIGORA
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
Erosion Control Yitio//
,¢i
P• ost Holes
F• oundation Footing ii/Oh / r
Footing Drains �/ 7 irr ie_ LNG 7//clig,
Foundation Stem Wall
Underground Plumbing
Straps(hold downs)
Ext. Shear Wall Nailing kjf/i4
Rough-in Plumbing
Framing
lig
A A 15
Blocking
Insulation:Walls
Insulation: Ceiling l /
J1.2a/Jr
W• allboard Nailing J
`7D/1S'
Drywell/Alt Drainage gis04
A• ddress Posted
-Water.lidetor lacpeetlbrr
?VA
System Finaled Serr,e _
4/E 5k-u- /z IS d'
A final inspection will not be scheduled until all of the
following are completed and signed off by the applicable
Department:
• Building Permit Conditions are met
• Septic Permit Final/Complete for any building
containing plumbing
• Land Use Conditions met and signed off
• Public Works Permit Final(where applicable)
FINAL INSPECTION 1.124
FINAL INSPECTIO MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
• •
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT#: BLD14-00083 Received Date: 3/7/2014
SITE ADDRESS: 3221 SR 20 Issue Date 7/14/2014
PORT TOWNSEND, 98368 Expiration Date 4/18/2015
OWNER: MAREK WALIGORA PHONE: 503-932-0274
MAUREEN WALIGORA
13806 SE 36TH ST
VANCOUVER WA 98683-7700
SUBDIVISION: Block: Lot: TX 20
PARCEL NUMBER: 901172004 Section: 17 Township: 29 N Range: 1V1
CONTRACTOR: OWNER/BUILDER PHONE:
1CPejLj\ (c/1
PROJECT DESCRIPTION: DETACHED SHOP, UNHEATED reviewed concurrently with BLD14-82
SHORELINE EXEMPTION
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 25,000.00 ADD'L: HEAT TYPE: UH
CODE EDITION: 2012 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: SHORELINE:
GARAGE: 400
CONST TYPE: DECK: SETBACK: 30
BANK HEIGHT: 30
SEWAGE DISPOSAL: OSS
WATER SYSTEM: 1 PWELL Type Amount Paid By: Date: Receipt:
BEDROOMS: BATHROOMS: Permit $322.00 MEB 02/24/14 148402
Exist: Exist: Plan Check $209.30 MEB 02/24/14 148402
Prop: Prop: 0 State Building Code $4.50 MEB 02/24/14 148402
Total: Total: 0 Plan Check $76.00 SRE 07/02/14 148833
Total: $611.80
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
• •
CONDITIONS for Building Permit# :BLD14-00083
1.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater,
erosion and sediment during construction. BMPs shall address permanent measures to
stabilize soil exposed during construction, and in the design and operation of stormwater
and drainage control systems.
2.) The site plan as submitted with the building permit application on 2/24/2014 has been
reviewed for consistency under the UDC, and has been approved by Jefferson County
Department of Community Development. Any modifications, changes, and/or additions to
the stamped, approved revised site plan dated 7-9-2014 shall be resubmitted for review
and approval by Jefferson County Department of Community Development.
3.) This approval is for a single family residence with attached garage and detached 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.
4.) see special report
5.) A Special Report prepared by Stratum Group dated November 23, 2013 was submitted in
conjunction with the application to address the geological hazardous area.
6.) This project was reviewed and approved as a Shoreline Exemption under under JCC
18.25.090(5).
7.) planner CJZ
8.) Based on revised building plan submitted 7/2/14 with the removal of all plumbing fixtures,
No plumbing has been reviewed or approved for this project by Jefferson County Public
Health. Additional requirements may apply if plumbing is proposed.
ne4-
r
G
1\tidemark\data\forms\F_BLD_Permit_BIdg.rpt 7/14/2014
•
CONDITIONS for Building Permit# :BLD14-00083
1.) The project is located within WRIA 17 and thus is subject to compliance with the WA State
Department of Ecology In- Stream Flow Rule for that region. The parcel is located within
the_Quimper sub-basin in a designated Coastal Management Area; as such, state
regulations require the following: /"
1. INSTALLATION OFA WATER METER, MEETING DEPARTMENT OF F,COLOGY
SPECIFICTTHE
WATERSHED. (WAC REQUIREDFOR ROCHURES WITH TSP�IIFICATIyONSARE
ENCLOSED WITH THE PERMIT.
Refer to enclosed documents for more INFORMATION; see Ecology web site at
http://www.ecy.wa.gov/programs/wr/instream-flows/quilsnowbasin.html or contact Ecology
at 360-407-6300. //
2.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater,
erosion and sediment during construction. BMPs sha address permanent measures to
stabilize soil exposed during construction, and in th design and operation of stormwater
and drainage control systems.
3.) 10' minimum separation required between the'water line and any onsite sewage system
components including sewage transport ling6.
4.) The site plan as submitted with the buil c5'rig permit application on 2/24/2014 has been
reviewed for consistency under the UI C, and has been approved by Jefferson County
Department of Community Develop nt. Any modifications, changes, and/or additions to
the stamped, approved site plan d ed 3-24-2014 shall be resubmitted for review and
approval by Jefferson County Dement of Community Development.
5.) This approval is for a single fa lly residence with attached garage and detached garage
only. Any future permits on th' site are subject to review for consistency with applicable
codes and ordinances and d es not preclude review and conditions which may be placed
on future permits.
6.) This is for universal DR conditions- not for custom case type specific conditions.
7.) A Special Report pre ared by Stratum Group dated November 23, 2013 was submitted in
conjunction with the pplication to address the geological hazardous area.
8.) A Special Report repared by Stratum Group dated January 24, 2014 was submitted in
conjunction with le application to address the Stormwater Plan.
9.) This project w s reviewed and approved as a Shoreline Exemption under under JCC
18.25.090(5)
10.) planner C
l\tidemark\data\forms\F_BLD_Perm it_Bldg.rpt
4/18/2014
•
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT#: BLD14-00083 Received Date: 3/7/2014
SITE ADDRESS: 3221 SR 20 Issue Date 4/18/2014
PORT TOWNSEND, 98368 Expiration Date 4/18/2015
OWNER: MAREK WALIGORA PHONE: 503-932-0274
MAUREEN WALIGORA
13806 SE 36TH ST
VANCOUVER WA 98683-7700
SUBDIVISION: Block: Lot: TX 20
PARCEL NUMBER: 901172004 Section: 17 Township: 29 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
PROJECT DESCRIPTION: DETACHED SHOP, UNHEATED WITH 1/2 BATH reviewed concurrently with
BLD14-82
SHORELINE EXEMPTION
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 25,000.00 ADD'L: HEAT TYPE UH
CODE EDITION: 2012 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: SHORELINE:
CONST TYPE: GARAGE: 676 SETBACK: 30
DECK: BANK HEIGHT: 30
SEWAGE DISPOSAL: OSS
WATER SYSTEM: 1PWELL Type Amount Paid By: Date: Receipt:
BEDROOMS: BATHROOMS: Permit $322.00 MEB 02/24/14 148402
Exist: Exist: Plan Check $209.30 MEB 02/24/14 148402
Prop: Prop: 1 State Building Code $4.50 MEB 02/24/14 148402
Total: Total: 1 Total: $535.80
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