HomeMy WebLinkAboutBLD2004-00286 0 •
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00286 Received Date 04/30/2004
SITE ADDRESS: 121 MT CHRISTIE CT Issue Date 05/11/2004
PORT LUDLOW, 98365
APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101
70 BREAKER LN
PORT LUDLOW WA 98365-9766
SUBDIVISION: OLYMPIC TERRACE DIVISION 1 Block: Lot: 24
PARCEL NUMBER: 978800024 Section: 21 Township: 28 N Range: 01 E
CONTRACTOR: PORT LUDLOW ASSOCIATES PHONE: (360)437-2101
70 BREAKER LN
PORT LUDLOW WA 98365
Contractor's License: PORTLAL994L8 Expires: 05/02/2006
PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE & DECK(S)
ABOVE GROUND 120 GALLON PROPANE TANK
REQUIRED INSPECTIONS:
ki SETBACKS: ,'K C/,4/Gt/ Al
] UFFER: OK `//4 Di/ p
[ Footing: OK 6/i.¢ G g 617/
[ Foundation: /}K L$ . t�- 0 (
Stormwater FINAL Approval: ( z/eowd£/c,j 7��
Underground Plumbing:
Underground Insulation: ��/
Shear Wall : key- �yq,_a 2k grde. y}jj°
`d, Framing: sit- 6, i.�.,.,r 1 `r/
111 Plumbing:(/` . C!t,, c-1, cz
oq Propane Tank/ Lines: (.7ji (.4.1 ril, Cq_-; --01(Ki (
Insulation: .3i'- /j�-/��/ Xii<: 5r,4c OK (W!'/
4 Sheetrock: OE( eiNdif ,
:
[ ] Septic Sytem Final Approve SP_c,.J e,r'
Road Approach Final Approval: PO — O 1
[ ] Zoning Final Approval:
p(t) Final/Occupancy Approval: / D,(/ - .ei-- CA i/A1/05/1?7"
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. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY -SEE REVERSE
SPECIAL CONDITIONS FOR Cti t BLD04-00286
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on May 6, 2004 for the potential presence of Environmentally Sensitive
Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an
initial Geographic Information Systems mapping review and an investigative site
inspection, the following ESAs were confirmed to be present on the subject property:
Osprey; landslide hazard area 1; SUSC aquifer recharge area.
2.) 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.
3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
4.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type,
geologic material, and groundwater that may combine to create problems with slope
stability, erosion, and water quality during and after construction or during natural events
such as earthquakes or severe rainstorms.
5.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the
Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the
Landslide Hazard Area.
6.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated.
Should buffer disturbance occur during construction, the Unified Development Code
(UDC)Administrator shall require replanting with native vegetation. No alterations shall be
made to the Landslide Hazard Area or its associated buffer without prior authorization by
the UDC Administrator.
7.) Prior to and during approved construction activities, the perimeter of the landslide hazard
area buffer shall be marked with a temporary sign. The sign shall be placed in such a
manner that it can be directly observed from the construction area. The sign shall contain
the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter
Existing Vegetation."
8.) All construction activities shall not encroach upon the buffer. This includes the storage or
preparation of materials.
9.) The applicant shall permanently separate the boundary of the Landslide Hazard Area
Buffer from the remainder of the subject property through installing logs, trees, a hedge
row, or any other prominent physical marking approved by the UDC Administrator.
10.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water
quality degradation. The submitted proposal does not require additional aquifer
protection measures. However, during construction the project shall follow the Best
Management Practices (BMPs)and facility design standards as identified and defined in
the Stormwater Management Manual for the Puget Sound Basin.
11.) The applicant is proposing to create or add 3881 square feet of impervious surface and
6549square feet of land disturbing activities.
12.) 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.
13.) A Small Parcel Erosion & Sediment Control Plan has been submitted and approved by the
Department of Community Development. Once the subject permit has been issued the
applicant shall fully implement the provisions of the submitted plan and contact the
Jefferson County Department of Community Development to arrange a schedule to
inspect the property for plan compliance. A Certificate of Occupancy will not be issued
until the Department verifies plan compliance. No clearing for roadways or utilities shall
occur on the project site until clearing necessary for the installation of temporary
sedimentation and erosion control measures have been completed.
14.) Jefferson County determined that this proposal is categorically exempt from review under
the State Environmental Policy Act (SEPA)pursuant to WAC 197-11-800(1)(b)(i).
15.) The site plan as submitted whe building permit application on April 30, 2G04 has been
reviewed for consistency under the UDC, and has been approved by Jefferson County
Department of Community Development. Any modifications, changes, and/or additions to
the stamped, approved site plan dated May 6, 2004 shall be resubmitted for review and
approval by Jefferson County Department of Community Development.
16.) This approval is for a single family residence with attached garage &decks and 120 gallon
above-ground propane tank 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.
17.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
18.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less
than one-half acre 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 Unified Development
Code (UDC) Section 6. Outdoor storage of thirteen (13)or more unlicensed or inoperable
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 of the UDC,
and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any
such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area
(ESA).
19.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
20.) The building height is not to exceed 35 feet.
21.) Minimum setback from Mt. Christie Court right-of-way shall be 20 feet. Minimum rear and
side yard setbacks shall be 5 feet. If an ESA is present or if setbacks are identified on the
face of the plat, the more stricter setback(s)shall apply.
22.) 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.
23.) 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.
24.) The lot has been designated as MPR SF-4:1 under the Jefferson County Comprehensive
Land Use Map effective August 28, 1998.
25.) An address of 121 Mt. Christie Court, Port Ludlow has been assigned to the lot. Mt.
Christie Court is a county local access road.
26.) The lot was created through the Olympic Terrace Division 1 subdivision on March 11,
2003 under AFN 466745.
27.) The lot is served by Port Ludlow water and sewer.
28.) A road approach permit(RAP04-0101)will be issued with the building permit.
29.) A minimum of two (2) on-site parking spaces shall be provided for the single family
residence.
30.) Per MPR Code Section 3.107, Accessory Dwelling Units (ADU's)shall not be allwed in the
MPR-SF zone.
31.) The lot is subject to plat conditions as identified on the final plat of Olympic Terrace
Division 1 Subdivision recorded on March 11, 2003 under AFN 466745.
APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH SAID
CONDITIONS OF THE FINAL PLAT.
32.) Lot 23 is subject to a Native Growth Protection Easement. No structure shall be allowed
within this easement. This Easement shall be maintained in a naturally vegetated
condition. Minor pruning of vegetation to enhance views and removal of undesirable
species (e.g. Alders) may be permitted by the Administrator on a case-by-case basis.
33.) Stormwater runoff shall be tightlined to drainage ditch terminating five feet south of Mount
Christie Court roadside ditch. Owners to maintain five foot ditch section. Connection of
the drainage system within the road right-of-way requires a road use permit from the
Jefferson County Public Works Department.
I:\F_BLD_Permit_Buildng.rpt 10/29/19
OT 2y
411
III
C)
JEFFERSON COUNTY h 11 3 3 c ,1
STORMWATER MANAGEMENT
SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN
EROSION AND SEDIMENT CONTROL WORKSHEET
Property owner: Port Ludlow Associates Telephone: 437-2101
Address: 70 Breaker Lane, Port Ludlow, WA 98365
Assessor's Parcel Number: 978- 800 — O Z y
Building Permit or Septic Permit Application Number(if applicable):
Brief Project Description: New Single Family Residence W/ attached garage.
Site Location: i�7t/ �f/f-,S f7 C 01,tt
Person Responsible for BMP Installation and Maintenance: Jef f Eva ge r
Address: Sa!e as above
i
Telephone:Same as above
1. Describe/check the Best Management Practices (BMPs) that you will implement during land
disturbing activities or construction to control erosion and prevent sediment from entering water
bodies (marine waters, streams, rivers, lakes, or wetlands) or impacting adjacent property or
roads. Please check the measures you plan to implement and show their approximate location on
the site plan. You may also propose measures other than those listed. Attach additional sheets,if
more space is required.
[] Stabilize construction access route. Limit construction vehicles to one route, if feasible.
Provide a stabilized construction access by applying quarry spalls, ballast, or crushed rock
to minimize tracking sediment onto roads. (See attached illustration from Stormwater
Management Manual.) If sediment is transported onto roads, they will be cleaned
thoroughly.
[] Minimize the extent of land disturbing activity and preserve existing vegetation.
Preserve buffers of well-established vegetation between disturbed areas and property
boundaries, roads, water bodies, and designated critical areas (wetlands, fish and wildlife
habitat areas,landslide or erosion hazard area,etc.).
SPESC Instructions—Short Form
l Revised July 17,2002
3
• •
APR 3 u
EROSION AND SEDIMENT CONTROL WORKSHEET
[] Phase clearing so that only areas that are actively being worked are uncovered.
[) Start and complete land disturbing activities and stabilize the site between April 1
and September 30. Stabilization means that disturbed areas will have well-established
plant cover or be landscaped to minimize erosion.
[X Stabilize exposed soil Exposed and unworked soil will be covered within 2 days between
October 1 and March 31 and within 7 days between April 1 and September 30.
[ ] Cover exposed soil with a minimum of 2 inches of straw or hay or other material
approved for this purpose.
[ ] Cover soil stockpiles with plastic sheeting and locate away from water bodies, roads,
and property lines.
[] Place gravel base on roads,driveways,and parking areas after clearing and subgrade
preparation.
[f Protect adjacent properties and water bodies from sediment deposition:
[] Place straw or hay bales in ditches and drainage ways down slope from areas
of land dist xrrbing activity to filter runoff before it leaves the project site or enters
water bodiv.(See attached illustrations from Stormwater Management Manual.)
[] Install 4 filter fence down slope from areas of land disturbing activity to filter runoff
before it ;caves the project site or enters water bodies. (See attached illustration from
Stormwater Management Manual.)
[X Regularly inspect and maintain all BMPs especially after storms events.
[] Describe other erosion and sediment control Best Management Practices. Be specific
as to design and specifications.
Site is very flat with sandy soils. So I believe the above
measures will be sufficient,
SPESC Instructions—Short Form
Revised July 17,2002
4
•
•
A,Pr 30
EROSION AND SEDIMENT CONTROL WORKSHEET
2. Describe how disturbed areas will be permanently stabilized(seeded,landscaped,apply gravel base
to roadways,etc.)
Areas that are distrubed will be landscaped with natural
type vegetation and lawn to property line
3. Describe how runoff from impervious surfaces will be controlled (disperse to vegetated areas to
infiltrate,dry well,infiltration trench,route runoff to existing drainage facilities,etc.).
_All impervious surfar_es will he run to roof drains and
catch basins as designed into the plat requirements,
SPESC Instructions—Short Form
Revised July 17,2002
5
•
ppR 3 0
EROSION AND SEDIMENT CONTROL WORKSHEET
4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing
and grading, construction, installation of drainage facilities, landscaping, etc.) and Best
Management Practices.Describe proposed maintenance of BMPs.
After excavation the soil piles will be covered and silt
fence will be installed, Silt fence will be left in
place until we are ready to landscape and all roof drains/
• catch basins are in, Landscaping .will ,be installed as
early as possible on the exterior of the building when
ali exterior concrete work is completel,t. ,
The Best a em t Prat-4-1s proposed above will be implemented to control erosion, sediment, and
stormwa wii notify the Jefferson County for inspections as req ' d.
, mot
Signa o wner/Agent Date
SPESC Instructions—Short Form
Revised July 17,2002
6
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PERMIT # BID 1
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JEFFERSON COUNTY DCD — - -
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•BUILDING PERMIT APPLICSON MLA04-00244
Review Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD04-00286 Received Date: 4/30/2004
SITE ADDRESS: \ MT CHRISTIE CT
PORT LUDLOW, 98365
OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101
70 BREAKER LN
PORT LUDLOW WA 98365-9766
SUBDIVISION: OLYMPIC TERRACE DIVISION 1 Block: Lot: 24
PARCEL NUMBER: 978800024 Section: 21 Township: 28 N Range: 01 E
CONTRACTOR: PORT LUDLOW ASSOCIATES PHONE: (360)437-2101
70 BREAKER LN
PORT LUDLOW WA 98365
Contractor's License PORTLAL994L8 Expires 5/2/2004
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOP NEW SFR W/ATTACHED GARAGE & DECK(S)
ABOVE GROUND 120 GALLON PROPANE TANK
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW )tiiAlN•: 1,818 04a'
VALUATION 5,587 OO t ADD'L: 719 HEAT TYPE: HTP
CODE EDITION: 1997 HEAT BASE: HEAT TYPE: PRO
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: -n5 SHORELINE:
CONST TYPE: DECK: SETBACK:
' 'a*P-' BANK HEIGHT:
SEWAGE DISPOSAL: SEW
WATER SYSTEM: LUDLOW PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: / 2. Prop: 2'3 Seismic Streams
Total: ,3 a, Total: % 1 Flood Way Floodplain
Routing Date: F&W Landslide
-D~ _ a� j,c�. Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid Bv: Date: Receipt: A V E D
Permit $1,811.35 KAS 04/30/04 64238 �/
State Building Code $4.50 KAS 04/30/04 64238 MAY 1 1 2004
Potable Water Application $52.00 KAS 04/30/04 64238
Jefferson County Planning
Total: $1,867.85 & Building Department
,4, -Liki ,..-
0.1L- Sc
ID Jefferson Conn epartment of Community Development
621 Sheridan Street,Ffirt Townsend WA 8836813601370-44.50
r � permot
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o0° () cal, on
Project Description: 0 r r. %,4---7.-- :-'
s��6"' S�DC,E /d�Q�
Building Type: Project Type: Frame Type:
I/Single Family V New ✓Wood
✓Garage Attached/Detached Addition Steel
Modular Alteration/Remodel Concrete
Commercial Repair Masonry
Multi-family/#of Units Demolition Other:
Industrial
Other:
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: Existing: `9- ✓Sewer Community System Electricity Oil
Proposed: 2 Proposed: 3 Individual System
Total: 2 Total: 3 y Woodstove Propane
If not sewer,fill out the following: %/Heat Pump
Conventional Alternative Otherryry;-tune t /Q/
Permit# SEP
Water Supply:
Private well Two Party Well Public:Name of water system: 4)W
Square Footage: b(o i _
q g + r i,2 s yid z
Main Floo i) - rJ/r" 1 I �,a q'i1 . 3 y , �,�g 0,01 � i ttmhz•z,:.7: Y1
Cam_ II_ r ' (� [� 2
;,,,,,„„.7.,,,,.„,„,;:.•,::.,,,•••-,,,.:,T• •
2NDFloor 77/ (o `er ! 1J. I3 �� �� V ' � °�a r Of
3rd Floor f� '�y t �? tps. :i t t
c 0.,
Htd Basement � iiiiii
Unhtd Basement I ga(06' / k3. '
f `�Garage Carport - .V l 1�l 1'1 - Z 7,®-;i: : 044vototl �S. W
Decks 73 g ", � IP1; . sa . ,(.q d )
• O
Commercial r l � �! 22
Industrial
.1
Other
1CJ1(0Cs
Total Valuation:
lammiliiiiddatittiiibionmir
Or I1viJ t 41t. ` i ttc is l '��
t a i .: a�:ac iP ?, t
Estimated Cost. Y�77 59� "' _ ' '
If within 200' of the Shoreline,
Distance to Bank or Ordinary High Water Mark 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 an ' ht o en o Jefferson County and it's employees,representatives or agents for the purpose of ap li don review and any required later inspections.
Access and right of entry to the a li nt' op rty or structure shall be requested and shall occur during regular business hours.
Signature: /� 4 ,c._
Date: Z-7 6Q7
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