HomeMy WebLinkAboutBLD2004-00343 03 ` MLA04-00302
UILDING PERMIT APPLIC 'ON Review Type: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD04-00343 Received Date: 5/25/2004
SITE ADDRESS: 1076 SCHWARTZ RD
NORDLAND, 98358
OWNER: LELAND E PADDOCK PHONE: (360) 683-6075
2092 S 7TH AVE
SEQUIM WA 98382
SUBDIVISION: PADDOCK LARGE LOT Block: Lot: 4
PARCEL NUMBER: 021215004 Section: 21 Township: 30 N Range: 01 E
CONTRACTOR: CASAL HOMES PHONE: (360)301-1778
260 MUMBY RD
NORDLAND WA 98358
Contractor's License CASALH*031C4 Expires 9/3/2004
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOP NEW SFR W/ATTACHED GARAGE
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 1,779
VALUATION 170,860.00 ADD'L: HEAT TYPE: HTP
CODE EDITION: 1997 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY:
CONST TYPE: 5-1HR OTHER: SHORELINE:
CONST TYPE: GARAGE: 484 SETBACK: 40
DECK: BANK HEIGHT: 45
SEWAGE DISPOSAL: ALT
WATER SYSTEM: PWELL PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: 3 Prop: 2 Seismic Streams
Total: 3 Total: 2 Flood Way Floodplain
Routing Date: /� _ F&W Landslide
U 7 � / /" - Shoreline Aquifer
fForest: Commercial Rural
Type Amount Paid By: Date: Receipt:
Permit $1,391.35 KAS 05/25/04 64476 03rAddv
Plan Check $904.38 KAS 05/25/04 64476
State Building Code $4.50 KAS 05/25/04 64476 JUN 2 1 2004
Potable Water Application $52.00 KAS 05/25/04 64476 Jefferson County Planning
Total: $2,352.23 & Building Department
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S1 Port Townsend WA 8838[3601378-4850
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Building Type: j I Project Type: Frame Type:
X Single Family MAY 2 5 2004 iR New Wood
CI Garage Attached/Detached ❑ Addition 0 Steel
Li Modular ❑ Alteration/Remodel 0 Concrete
O Commercial ❑ Repair ❑ Masonry
❑ Multi-family/#of Units ❑ Demolition 0 Other
O Industrial
❑ Other:
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: Existing: Lk Sewer 0 Community System ❑ Electricity ❑ Oil
Proposed: Z Proposed: 3 0 Individual System ❑ Woodstove ❑ Propane
Total: Tote 3If not sewer,fill out the following: $ Heat Pump
0 Conventional Alternative ❑ Other
Permit# SEP
Water Supply:
X, Private well ❑ Two Party Well 0 Public:Name of water system:
Square Footage: Office Use For Office Use Only
Main Floor 1 7 71 E 5 7 4 5'1, -7 -7 Consistency Review Lig 00
2No Floor Base fee /3 9/, 3S
3rd Floor Plan Check fee / t7. 38
Htd Basement State Surcharge fee y, so
Unhtd Basement _ Subtotal - 2 ?.j 4 15 r 0.3
Gar Carport Lici57. 4t y 01 , c2g Pot Water Review fee O S, "
Decks p s 911/Rd Approach fee &f6r S'�1�
Commercial l 0 5 `• TOTAL !CR 3
, 3
Industrial Receipt# to yy7b
Other Cash/Check#
Initials
Date `s S
Estimated Cost ZC>1 C.C2
If within 200' of the Shoreline, ,
Distance to Bank or Ordinary High Water Mark Li ft.Bank Height y C: t 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 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 it's employees,representatives or agents for the purpose of application review and any required later inspections.
Access and right of entry to theplicant's property or structure shall be requested and shall occur during regular business hours.
Signature: Date: / ` I®y
OVER ►
G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004
I
BUILDING PERMIT•
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00343 Received Date 05/25/2004
SITE ADDRESS: 1076 SCHWARTZ RD Issue Date 06/21/2004
NORDLAND, 98358
APPLICANT: LELAND E PADDOCK PHONE: (360) 683-6075
2092 S 7TH AVE
SEQUIM WA 98382
SUBDIVISION: PADDOCK LARGE LOT Block: Lot: 4
PARCEL NUMBER: 021215004 Section: 21 Township: 30 N Range: 01 E
CONTRACTOR: CASAL HOMES PHONE: (360)301-1778
260 MUMBY RD
NORDLAND WA 98358
Contractor's License: CASALH"031 C4 Expires: 09/03/2004
PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE
REQUIRED INSPE ONS:
SETBACKS: r�3V
[QI UFFER: ( `,Z3 -0
14 Footin : 6 Z3 V
[6 Found tion? % —o7
[)6 Stormwater FINAL Approval:
, , Underground Plumbing:
[ J Underground Insulation:
[ 9
[ Shear Wall : t1i(r 8OZ3ea
[t�) Framing: ,&ok Ø ,/4/�
q, Plumbing: .t4 £3F/ Afidir
[x] Propane Tank/Lines: //Jr .._
[ Insulation: g�2s' -o t.
F)(1 Sheetroc : O ' 9,�s i/ _
[,J Septic Sytem Final AAp{irova :
Road Approach Final Approval: AL /
Zoning Final Approval:
I)l Final/Occupancy Approval: ,.5"- 4 5--
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 CIPE # BLD04-00343 •
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on June 2, 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:
shoreline (conservancy), eagle habitat(Heritage & Priority species), high landslide hazard
across SE corner of property, critical aquifer recharge area (SARPA& Susceptible),
coastal SIPZ, and stormwater.
2.) An eagle management plan dated June 14, 2004 signed by the property owner and
approved by WDFW was submitted in conjunction with the application to address the
eagle habitat.
A geotechnical Report from Krazan &Aossociates dated June 8, 2004 was submitted to
address landslide hazard for this property.
3.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological
formations that allow percolation of the surface water into the soils and the underlying
zone of saturation. Aquifers are geologic formations that contain sufficient saturated
permeable material to yield significant quantities of water to wells and springs. Aquifers
serve as the source of drinking water within most of the rural portions of Jefferson County.
4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
5.) 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.
6.) 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.
7.) Among the native conifer species which may be used in buffers or for re-vegetation
include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis),
Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar
(Thuja Plicata), and Western Hemlock (Tsuga Heterophylla).
Among native tree species which may be used includes: Vine Maple (Acer Circinatum),
Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus
Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa),
Bitter Cherry(Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara
(Rhamnus Purshiana), Pacific Willow(Saliz Lasiandra), and Scouler's Willow(Saliz
Scouleriana).
Among the native shrub species which may be used are: Sevice-Berry(Amalanchier
Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean
Spray(Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark
(Physocarpus Capitus), Red Flowering Currant(Ribes Sanguineum), Wild Rose (Rosa
Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry
(Sambucus Racemosa), Snowberry(Symphoricarpos Albus), Evergreen Huckleberry
(Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium).
8.) A minimum of a 30 feet buffer area from the top of the shoreline bluff shall be maintained
in their natural condition, however, minor pruning or alteration of vegetation may be
permitted as long as the function and character of the buffer are not diminished.
9.) The parcel is located within Atastal SIPZ (seawater intrusion protection Pe)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 Geotechnical Report completed by Krazan &Associates dated June 8, 2004 was
submitted in conjunction with this application. The report addressed the stability of the
geologic hazard area. The Geotechnical report indicated that the proposed setback of
45-feet measured perpendicularly from the top of the shoreline bluff should be adequate
to the proposed single family residence with an attached garage. Per a plat condition, the
site plan has been revised to have a 75 foot setback from the bluff, which exceeds the
recommendation of the Geotechnical Report.
11.) The proposed structure has a 75 foot setback(plat condition)from a 40 foot high
shoreline bluff. A minimum of 30 foot of the shoreline setback shall be retained in native
vegetation and construction activities shall not encroach upon the shoreline buffer. This
includes the storage or preparation of materials.
12.) 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.
13.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or
every one hundred (100)feet, whichever is less. Signs shall be in place prior to and
during construction activities. The signs shall contain the following statement: "Buffer- Do
Not Remove or Alter Existing Vegetation."
14.) 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.
15.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ:
1. Installation of a flow meter.
2. On-going well monitoring for chloride concentration.
3. Submittal of monitoring data to County.
16.) MANDATORY MEASURES •COASTAL 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 requirement:
a. Chloride concentration of a laboratory-certified well water sample submitted with
building permit application.
3. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water.
17.) A permanent physical separation along the boundary of the 30 foot natural shoreline
buffer area shall be installed and permanently maintained. Such separation can include
installing logs, trees, a hedgerow, or any other prominent physical marking approved by
the UDC Administrator.
18.) The applicant shall fully adhere to all conditions and requirements of the Eagle habitat
management plan dated June 14, 2004, which was approved by the WA State
Department of Fish &Wildlife and signed by the property owner.
The structure setback was increased from 45 feet approved in the eagle management
plan to 75 feet per the plat condition. Shelly Ament, WDFW indicated in an e-mail dated
June 17, 2004 that WDFW would prefer this larger setback. A revised site plan has
bneen sent to WDFW to update their eagle management plan.
This includes not removing any trees except for as specified in Condition 3 of the eagle
management plan.
a total of 36 live conifer tree seedlings meeting the specification of condition 6 of the eagle
management plan shall be planted within 1 year of the completion of the home. A
minimum of 9 trees shall be planted north of the homesite and 9 trees planted south of
the homesite. The location of the remaining 18 trees is to be determined by the property
owner.
19.) The applicant is proposing to create or add 4,123 square feet of impervious surface and
5,623 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.
20.) This project is on a marine shoreline designated Conservancy by the Jefferson County
SMMP. The shoreline bluff is 40 feet high and a 75 foot setback (per plat condition) is
proposed for the residence and attached garage . A 30 foot wide natural vegetated buffer
shall be provided from the top of the shoreline bluff.
21.) 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.
22.) 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.
23.) A plat condition of the Paddock Large Lot Subdivision (recorded volume 1 pages 40, 41, &
42)states that no building or structure shall be built or constructed easterly of the building
setback line shown on the face of this map. For the subject property Lot 4 the required
building setback is 75 foot from the top of the bluff. The proposed structure is 75 feet
from the bluff.
There is a requirement addressing cumulative total of impervious surface. This is one of
the first few lots developed.
24.) 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).
25.) The revised site plan dated J17, 2004 as submitted with the Building It
Application (BLD 04-343)application on May 25, 2004 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 June 18, 2004 shall be resubmitted for review and approval by Jefferson
County Department of Community Development.
26.) This approval is for a single family residence with an 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.
27.) The property is Lot 4 of Paddock Large Lot Subdivision recorded on July 16, 1993.
The property is designated Rural Residential 1 dwelling per 5 acres by the Jefferson
County Comprehensive Plan adopted August 28, 1998.
28.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
29.) 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).
30.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
31.) The building height is not to exceed 35 feet.
32.) There is a 20 foot setback from the edge of the right-of-way from Swartz Road (a county
road #595709) (west). The rear setback is 75 feet(plat condition)from the shoreline bluff
(east). There are 5 foot side setbacks from property lines (north and south).
33.) There are additional protection standards for Marrowstone Island that are found in Section
3.6.5(9)(D)(II).
34.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
35.) Per Section 3.6.5(d)(9)(D)(II)(d), installation of a 1,000 gallon minimum storage tank that
shall conform to ANSI/NSF Standard 61 is required.
36.) A flow meter shall be installed prior to final sign off of the building permit.
37.) On-going well monitoring for chloride concentration is required. The property owner shall
allow access to Jefferson County PUD or approved contractor to take samples as
required.
I:\F_BLD_Permit_Buildng.rpt 10/29/19