HomeMy WebLinkAboutBLD2004-00258 MLA04-00217
BUILDING PERMIT APPLICgION Review Type:I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT#: BLD04-00258 Received Date: 4/20/2004
SITE ADDRESS: 1039 OLD GARDINER RD
SEQUIM, 98382
OWNER: ROBERT H MC CAULEY PHONE: (509) 994-4827
BARBARA J MC CAULEY
4216 S MYRTLE ST
SPOKANE WA 99223-6123
SUBDIVISION: LEVINE SHORT PLAT#1 Block: Lot: 4
PARCEL NUMBER: 002342043 Section: 34 Township: 30 N Range: 02 W
CONTRACTOR: TERHUNE CUSTOM HOMES INC PHONE: 360-697-7000
PO BOX 97
POULSBO WA 98370
Contractor's License TERHUCH984MA Expires 7/1/2004
REPRESENTATIVE: TERHUNE CUSTOM HOMES PHONE: (360) 697-7000
PO BOX 97
POULSBO WA 98370
PROJECT DESCRIPTIOr NEW SFR W/ATTACHED GARAGE AND DECK(S)
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW
VALUATION 396,067.00 MAIN: 2,252
CODE EDITION: 1997 ADD'L: HEAT TYPE: RAD
HEAT BASE: 1,710 HEAT TYPE:OCCUPANCY: R_3
OCCUPANCY: UNHEATED: #OF STORIES:
CONST TYPE: 5N OTHER:
GARAGE: 528 SHORELINE:
CONST TYPE: DECK: 1,210 SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: CON
WATER SYSTEM: PUD
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
Routing Date: /Q,} F&W Landslide
Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: A roved/Date
Permit $2,651.35 KAS 04/20/04 64178 R O VED
Plan Check $1,723.38 KAS 04/20/04 64178
State Building Code $4.50 KAS 04/20/04 64178 MAY 2 4 2004
Potable Water Application $52.00 KAS 04/20/04 64178 Jefferson County Planning
Total: $4,431.23 & Building Department
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If within 200'of the Shoreline,
Distance to Bank or Ordinary High Water Mark ft.Bank Height R_
By swing ebe application form the applieueloaner attests Vast the irdbenudoe provided herein is true.rid comet to the beet of ebdr no nd tr lktr/mart:ei AdorhaoQ ne any
omission of h ttateaal&ct made by the appltant/owter with respect to this application packet may ems/tie die pe:mh being ea and void
I further apes to gvv,Lsdeoaify and bold I.andeae Jef5r aon Cauoty* n in all liabilities.,judgments,mute cosh,seesaw ettie aro mry s fees and sapmsev which nay in any d to ay smut '
spriest Jefferson County at a souk of or in censor:phpe of the wanting of this panic .
I further sgtes to provide tease ad tight of entry to Jefferson County and its ernithry.-e,iepeeenativesot scents for the purpoat of eppkaton review and any rolutiod tater inspecdatc
nreeysandrightofarmy a ofetevemeeahelitherequestod and shall oom dutiagmules butinesahours.
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BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00258 Receved Date 04/20/2004
SITE ADDRESS: 1039 OLD GARDINER RD Issue Date 05/24/2004
SEQUIM, 98382
APPLICANT: ROBERT H MC CAULEY PHONE: (509) 994-4827
BARBARA J MC CAULEY
4216 S MYRTLE ST
SPOKANE WA 99223-6123
SUBDIVISION: LEVINE SHORT PLAT#1 Block Lot: 4
PARCEL NUMBER: 002342043 Section: 34 Township: 30 N Ra-ige: 02 W
CONTRACTOR: TERHUNE CUSTOM HOMES INC PHONE: 360-697-7000
PO BOX 97
POULSBO WA 98370
Contractor's License: TERHUCH984MA Expires: 07/01/2004
PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE AND DECK(S)
REQUIRED INSPECTIONS:
[, SETBACKS: Q' (�--,4- -y,
[)( UFFER: � 3-£}�"
[�Q Footing: " 5-cy
[X Founda ion9(0 pL'-n�./
[X Stormwate(FINAL Approval:
Underground Plumbing: -N-vH BAsEHs-rsr {4,(Ditp)...e Li,.iss OK 8�/37#
Underground Insulation
Shear Wall : bar ailmfs.i‘4024)Asis c'K iGlilfri
I Framing: re,. q,tp--6CV
N Plumbing: Ai5 g'.`lro‘k .t.(, C(,0,.04,C"12 —_
[ ] Propane Tank/Lines: N Je4
xi Insulation:AtIe4 Fa-ct-
f Sheetrock: OTC f 9 ¶i.Z --cek gi
Septic Sytem Final Approval:
Road Approach Final Approval: R/41 2O 3 - 22.0
[ [ Zoning Final Approval: At/ ,
fy1 Final/Occupancy Approval: y/4< `
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 S:,HEDULE 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 COE A BLD04-00258 •
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on 4/30/04 for the potential presence of Environmentally Sensitive
Areas (ESAs) under the provisions of the Unified Development Code (UDC). Afte-an
initial Geographic Information Systems mapping review and an investigative site
inspection, the following ESAs were confirmed to be present on the subject property: High
Risk Seawater Intrusion Protection Zone (SIPZ).
2.) 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 isl ands
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 1:le
aquifer.
3.) The parcel is located within a High Risk SIPZ (seawater intrusion protection zone)
according to the County GIS map. There are mandatory measures identified in the
Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective Septembe 23,
2002)that apply to well drilling proposals and building permit applications on existing lots
of record.
A High Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a
history of chloride analyses above 200 milligrams per liter (mg/L).
4.) MANDATORY MEASURES OF HIGH 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, bu:rather
is intended to be illustrative of the types of water conservation measures.
5.) MANDATORY MEASURES It HIGH RISK SIPZ: •
1. For proof of potable water on a building permit application, applicant must utilize
DOH-approved public water system if available.
2. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water or an individual well may be used as proof of potable water subject to the
following requirements:
a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-'60-106
for a new groundwater well within 100 feet of a sea-salt water intrusion area per VI/AC
173-160-171 (i.e., within 100 feet of a groundwater source showing chloride
concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an
existing or proposed groundwater well not subject to an Ecology variance, applicant must
provide evidence through a hydrogeologic assessment(relevant components of an
Aquifer Recharge Area Report per UDC 3.6.10.e) of a reasonable probability that the
subject aquifer will not be degraded by the proposed use of well.
b. Installation of a flow meter.
c. On-going well monitoring for chloride concentration.
d. Submittal of flow and chloride data to the County per monitoring program.
3. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water.
6.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
7.) A flow meter shall be installed prior to final sign off of the building permit.
8.) The proposal will be connected to public water. However, if a well is required a
hydrogeologic assessment is required and the aforementioned conditions shall be
required.
9.) The applicant is proposing to create or add 4,900-square feet of impervious surface and
11,600-square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jeffers Dn
County Unified Development Code requires that your proposal submit a Stormwater
Minimum Requirements 1-5.
10.) The project shall adhere to the Best Management Practices (BMPs)to control storrnwater,
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.
11.) A 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.
12.) 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).
13.) The site plan as submitted with the building application on 4/20/04 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 4/30/04 shall be resubmitted for review and approval by
Jefferson County Department of Community Development.
14.) This approval is for a single family dwelling with a 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.
15.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
•
16.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on ahy 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).
17.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
18.) The building height is not to exceed 35 feet.
19.) Old Gardiner Road is classified as a local access road and requires a minimum 20-foot
front yard setback. The setback shall be measured perpendicularly from the edge of the
right-of-way to the proposed development. The side and rear lot line setback's shall be a
minimum 5-feet. This measurement shall be from the lot line to the proposed
development. A utility and drainfield easement have been recorded on the property and
no development is allowed on the easements.
I:\F_BLD_Permit_Buildng.rpt 10/29/19