HomeMy WebLinkAboutBLD2003-00653 •
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD03-00653 Received Date 10/16/2003
SITE ADDRESS: 872 KALA POINT DR Issue Date 11/19/2003
PORT TOWNSEND, 98368
APPLICANT: RAYMOND P MILLER TRUSTEE PHONE: (623)825-4586
ROSEMARY J MILLER TRUSTEE
10934 W TONOPAH DR
SUN CITY AZ 85373
SUBDIVISION: KALA POINT#3 Block: Lot: 168
PARCEL NUMBER: 965000026 Section: 27 Township: 30 N Range: 01 W
CONTRACTOR: WALTENBAUGH CONSTRUCTION CO PHONE: (360)385-6105
355 LOFTUS
PORT TOWNSEND WA 98368
Contractor's License: WALTECC012BA Expires: 01/01/2004
LOAN LENDER/
BOND HOLDER:
PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE
REQ URED INSPECTIONS:
[� SETRACKf' :
[ter UFFER: %I� .
{Li"' Footing:
[ ] Foundation. (_. 2../0/0,,,4
[ ] Undergrou d Plumbing:
[ ] Underground sulatiipn: frb,1
[ ] Shear Wall : �/a,r D� v
[ ] Framing:
�""(Z may'
( 1 Plumbing: 7 -2-er
[ ] Propane Tank/ Lines: (4(,.r/rNKL,,Ni udicao0 y6'2`{-oy
[ ] Insulation: (-7—Z -ay
( 1 Sheetrock:GARPds,//Ho0 AMA t EleWn1C.44,4447 4_,A4/,
[ ] Septic Sytem Final Approval:
( 1 Zoning Final Approval:
[ ] Final/Occupancy Approval: y )05
HEALTH DEPARTMENT 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 CASE A BLD03-00653
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on 11/10/03 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:
heritage points & PHS for eagle territory, slight to high landslide hazard, aquifer recharge
(SARPA& Susceptible), and stormwater.
2.) The application was routed to Shelly Ament, WA State Fish &Wildlife on 11/4/03 to
address whether an eagle plan would be required. On 11/17/03 Shelly Ament indicated
that no eagle plan would be required for the proposal.
3.) A Geotechnical Report prepared by Shannon &Wilson dated 10/6/03 was submitted in
conjunction with the application to address the landslide hazards.
4.) 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.
5.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
6.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special
Aquifer Recharge Protection Areas and the following land uses located within Susceptible
Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural
Residential Land Uses requiring a Discretionary Use or Conditional Use Permit (4)All
Rural Residential Land Uses with nonconforming uses that would otherwise require a
Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential
Developments (6) Unsewered residential development with gross densities greater than
one unit per acre. All of the above listed uses shall be subject to the applicable
requirements and standards of the Jefferson County Unified Development Code.
7.) 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.
8.) Marine shorelines and islands are susceptible to a condition that is known as seawater
intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in
an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater
suitable for public consumption without significant additional treatment and cost.
Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of
the rate of aquifer recharge (primarily through rainfall)and the rate of groundwater
withdrawals (primarily through wells). The Washington Department of Ecology is the
agency with statutory authority to regulate groundwater withdrawal for individual wells in
Jefferson County. New development, redevelopment, and land use activities on islands
and in close proximity to marine shorelines in particular should be developed in such a
manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to
the maximum extent possible by infiltrating stormwater runoff so that it recharges the
aquifer.
9.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone)according
to the County GIS map. There are voluntary and mandatory measures identified in the
Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23,
2002)that apply to well drilling proposals and building permit applications on existing lots
of record.
A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine
shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources
within 1000 feet.
•
10.) A vegetative buffer shall be permanently maintained north of the building sack line as
depicted by the Kala Point Division Ill Subdivision Recorded under Auditor File No.
942154. No decks, porches or other activities that eliminates the natural vegetation
(except minor pruning & enhancement activities) shall be permitted within the vegetative
buffer.
11.) A Geotechnical Report completed by Shannon &Wilson dated October 6, 2003 was
submitted in conjunction with this application. The report addressed the stability of the
geologic hazard area.
12.) The following is a summary of the recommendations from the Geotechnical Report
completed by Shannon &Wilson dated October 6, 2003:
1. Do not excavate at the toe of slope.
2. Do not place material or side cast fill at the top of slope.
3. Keep slopes as dry as possible (e.g. keep septic drain field, roof downspouts, yard
drains, and surface run-off away from slopes).
4. Maintain vegetative cover on slopes.
5. A minimum horizontal distance of 15 feet from edge of footing and the edge of the
break of elevation (at the same elevation).
6. Stormwater run-off should be discharged to a suitable location, like the southwest
corner of site near Kala Point Drive.
7. Footing drains should be provided.
8. Roof drainage should not be directed into footing drains.
9. Fill Material should be clean granular soil not more than 5% by dry weight passes
through a No. 200 mesh sieve.
10. Ground surface in and surrounding construction area should be sloped and sealed
with a smooth-drum roller.
11. Earthwork should be accomplished in small sections to reduce exposure to wet
conditions.
12. Wet uncompacted soil should be treated with a smooth drum vibration roller or
replaced with clean crushed rock.
13. Cover and/or protect work areas, soil stockpiles and sloped areas.
14. Use straw bales or geotextile silt fences to control soil movement.
15. A geotechnical engineer/geologist(i.e. owner) should observe geotechnical related
construction.
13.) 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.
14.) 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."
15.) Based on the Geotechnical Report submitted by Shannon &Wilson dated October 6,
2003, the setback from the landslide hazard (top of bowl)shall be established from the
Kala Point Division Ill Subdivision instead of the current UDC requirement of 30 foot
setback measured perpendicularly from the top of the geologic hazard (bowl)to the
proposed single-family residence and attached garage. Decks shall also be located
outside of the building setback.
16.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
17.) All construction activities shall not encroach upon the buffer. This includes the storage or
preparation of materials.
18.) 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.
19.) 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 (see attached).
•
20.) To help prevent seawater fro intruding landward into underground aquifers, all new
development activity on Marrowstone Island, Indian Island and within 1/4 mile of any
marine shoreline shall be required to infiltrate all stormwater runoff onsite.
21.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ:
Water conservation measures:
1. Roof and other intercepted precipitation shall be routed to on-site detention ponds
and/or other approved means and allowed to be released to the soil slowly.
2. Water collected from Storm water and roof catchments may be used for watering
lawns and gardens. Unless catchment water has been treated to meet drinking water
standards, there shall be no cross connections allowed between the potable supply and
impounded water.
3. Water withdrawn from wells on each property shall not be used for watering of lawns
and/or gardens.
4. Ground water withdrawn from each property shall be restricted to a rate of three (3)
gallons per minute.
5. Installation of water conserving fixtures such as low flow toilets, faucets and shower
restrictors and other water saving plumbing fixtures.
6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation).
Please NOTE that the above listed measures are not intended to be exhaustive, but rather
is intended to be illustrative of the types of water conservation measures.
22.) The proposed residence will be connected to the Kala Point water system, which should
eliminate some of the concerns about SIPZ.
23.) The applicant is proposing to create or add 7,120 square feet of impervious surface and
8,830 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson
County Unified Development Code requires that your proposal submit a Medium
Stormwater Plan.
24.) A Medium Stormwater 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.
25.) 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.
26.) This parcel is Lot 168 of Kala Point Division 3, which was recorded on July 5, 1977. This
property is designated 1 dwelling per 5 acres by the Jefferson County Comprehensive
Plan adopted August 28, 1998.
27.) 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).
28.) 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).
29.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
30.) The front setback (south) is meet from the edge of the right-of-way of Kali Lint Drive
(private road #327). The side setbacks (east) is 5 feet from the property line. The side
setback(west) is 5 feet from the property line, the pipestem that connects the open space
lot(Tract A Kala Point Division 6) is not considered an easement and is similar to a private
driveway. The rear setback is the top of the bowl and is labeled building setback line on
Kala Point Division #3, which is 111 feet south of the northwest property corner and 101
feet south of the northeast property corner.
31.) The building height is not to exceed 35 feet.
32.) The revised site plan dated October 30, 2003 submitted for the building permit application
(BLD 03-00574) received on October 16, 2003 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 November 14, 2003 shall be resubmitted for review and approval by
Jefferson County Department of Community Development.
33.) This approval is for a single family residence and attached 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.
I:\F_BLD_Permit_Buildng.rpt 10/29/19
ilit
UILDING PERMIT APPLICAION MLA03-00574
Review Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD03-00653 Received Date: 10/16/2003
SITE ADDRESS: KALA POINT DR
PORT TOWNSEND, 98368
OWNER: RAYMOND P MILLER TRUSTEE PHONE: (623) 825-4586
ROSEMARY J MILLER TRUSTEE
10934 W TONOPAH DR
SUN CITY AZ 85373
SUBDIVISION: KALA POINT#3 Block: Lot: 168
PARCEL NUMBER: 965000026 Section: 27 Township: 30 N Range: 01 W
CONTRACTOR: WALTENBAUGH CONSTRUCTION CO PHONE: (360)385-6105
355 LOFTUS
PORT TOWNSEND WA 98368
Contractor's License WALTECC012BA Expires 1/1/2004
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOr NEW SFR W/ATTACHED GARAGE
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 2,524
VALUATION 525,000.00 ADD'L: 1,157 HEAT TYPE: PRO
CODE EDITION: 1997 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: 811 SHORELINE:
CONST TYPE: DECK: 186 SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: CON
WATER SYSTEM: KALA PT PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: 4 Prop: 4 Seismic Streams
Total: 4 Total: 4 Flood Way Floodplain
F&W Landslide
Routing Date:
10_40 _a003 Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: APPROVEDAp�ro / e
Permit $3,352.50 KAS 10/16/03 60247
Plan Check $2,179.13 KAS 10/16/03 60247
State Building Code $4.50 KAS 10/16/03 60247 NOV 1 9 2003
Potable Water Application $51.00 KAS 10/16/03 60247 Jefferson County Planning
Total: $5,587.13 & Building Department
./4
• Jefferson Couelepartment of conanunity Development
��SON 00ei. 621 Sheridan Street,Pert Townsend WA 88368 13601 378-4450
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Project Description:
Building Type: Project Type: Frame Type:
s Single Family ,C New I< Wood
❑ Garage Attached/Detached ❑ Addition ❑ Steel
❑ Modular ❑ Alteration/Remodel ❑ Concrete
❑ Commercial ❑ Repair ❑ Masonry
LI Multi-family/#of Units ❑ Demolition ❑ Other:
❑ Industrial
❑ Other:
Bathrooms: Bedrooms: " Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: Existing: ❑ Sewer Community System ❑ Electricity ❑ Oil
Proposed: 4 Proposed: I"I ❑ Indivi ual System ❑ Woodstove XPropane
Total: Total: If not sewer,fill out the following: ❑ Heat Pump
Conventional ❑ Alternative ❑ Other
Permit# SEP
Water Supply:
❑ Private well ❑ Two Party Well❑ Public:Name of water system:
Square Footage: OQ For Office Use Only
Main Floor 1 r 0
�t'� 4, 9, Consistency Review 47.00
2ND Floor ' j 1'c J a 5� Base fee 3, 35 a . 5°
3rd Floor Plan Check fee—655% I 1 " k
Htd Basement State Surcharge fee 4. 5
Unhtd Basement Q vv��4QF, Subtotal 5, s O ' . t 3
Garage/Carport C� ( 0 t Pot Water Review fee •
Decks ( Ug(Q . on 4,30, 11/Rd Approach fee ' '41k
Commercial .....
TOTAL 5, 'V S . 13
9'n/Industrial Receipt# (QO a4�
Other ��ll�� Cash/Check# 124(0&
Total Valuation: Initials
Or Date !b —1(p .00(3.3
Estimate ost: , f DOC)
If wit n ine,
Distance igh 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.
n
I further agree to save,indemnify and hold har ess 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 c sequence of the granting of this permit.
j
I further agree to provi ss and right of n 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 gin t e p li£antc ro rty or/ttructure shall be requested and shall occur during regular business hours,
Signature r Date: �'i /V" (/
OVER 0.
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