HomeMy WebLinkAboutBLD2004-00352 BUILDING PERMIT APPLICARiN ML 312
Revviewiew T Tyype: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT#: BLD04-00352 Received Date: 5/28/2004
SITE ADDRESS: 135 HAZEL POINT CT
QUILCENE 9376
OWNER: CRAIG S CAMPBELL PHONE: (206) 797-6200
JANICE L CAMPBELL
825 NW 205TH ST
SHORELINE WA 98177-2162
SUBDIVISION: HAZEL POINT LARGE LOT Block: ? Lot: 6
PARCEL NUMBER: 501025006 Section: 2 Township: 25 _ N Range: 01 W
CONTRACTOR: NEWMAN CONSTRUCTION PHONE: (360)434-0717
PO BOX 846
QUILCENE WA 98376
Contractor's License NIEMACCOI8MZ Expires 7/19/2000
REPRESENTATIVE: TERRY MCHUGH PHONE: (360) 379-4570
PO BOX 441
PORT TOWNSEND WA 98368
PROJECT DESCRIPTIOI` NEW SFR W/DECK(S)
500 GAL. PROPANE TANK
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW
VALUATION 267,304.00 305 mIIAIN: 1,327
CODE EDITION: 1997 ADD'L: 1,260 HEAT TYPE: PRO
OCCUPANCY: R-3 HEAT BASE: 1244 HEAT TYPE:
OCCUPANCY: UNHEATED: VI 1,327• #OF STORIES:
CONST TYPE: 5N OTHER: SHORELINE:
CONST TYPE: GARAGE: SETBACK:
DECK: 706 BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: PWELL PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: 3 Prop: 3 Seismic Streams
Total: 3 Total: 3 Flood Way Floodplain
Routing Date: /a/- / 4 c J C- 9 F&W Landslide
ICJ Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: A ..roved/Date
Permit $1,934.55 KAS 05/28/04 66254 A
Plan Check $1,257.46 KAS 05/28/04 66254
State Building Code $4.50 KAS 05/28/04 66254 JUL 1.9 24
Potable Water Application $52.00 KAS 05/28/04 66254 Jefferson County Ph011igP
Total: $3,248.51 & Building pepwio
a co limn s
ri 1 lit",
�(.. „�oN ea
n R r I `4..Jefh�'Sal Department of Conrnmdty Dev�opment
�^� er , 62f Shoridan Strout,Port Townsmal WA 88368[3681378-4450
Q: . ►`,� ....
4 L p mot App ' 00a
1 - 0 cat 0 n
_PT Or _
Buyding Type: Prgje'ct Type: Fr a Type:
I Single Family l� New VWood
0 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. ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil
Proposed: 3 Proposed: 3 I7 individual System
T Total: Total: ❑ Woodstove Bopane
If not sewer,fill out the following: ❑ Heat Pump
0 Conventional eAltemative ❑ Other
Permit# SEP 04-- 7'
War Supply:
fd' Private well ❑ Two Party Well❑ Public:Name of water system:
Square Footage: Office Use For Office Use Only
Main Floor jt3 Z.a- -kr. l l S9 31 o I Consistency Review AAA D .0 ml j9 Da-99
2ND Floor 1 Z Co p l 2 q 33-c Base fee :jt 4t0 4, .�j 5 /93L/. 5 5 /5 .c4
/
3rd Floor Plan Check fee I . a @ /c2 5'7. el ( , 3415. t
Htd Basement (1 % 1 !31(0.0.$4- State Surcharge fee So
Unhtd Basement +}��Z t 43- }et-496"' 5 5J,4iubtotal 31 5'(0,5 1
Garage/Carport Pot Water Review fee ac"- OD
Decks 704) . - I b (0(40.142 911/Rd Approach fee -PnVovi, } .
Commercial - --`-_ _y
3v3,SS TOTAL E.Q2/I S1 I$77,8O
Industrial 1j Receipt# (o(p o�5
Other - nn Cash/Check# ) I 1 3
b�a l�" .S 1 Initials U
Date 5/a8/0I'
Estimated Cost: A 2S O) 000
If within 200' of the Shoreline,
Distance to Bank or Ordinary High Water Mark 36 ft.Bank Height C) CD 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 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 the applicant's property or structure shall be requested and shall occur during regular business hours.
Signature: 5a -'"----- Date: 3(12(o c-(
OVER ►
G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004
0 Ili
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00352 Received Date 05/28/2004
SITE ADDRESS: 135 HAZEL POINT CT Issue Date 07/19/2004
QUILCENE, 98376
APPLICANT: CRAIG S CAMPBELL PHONE: (206) 797-6200
JANICE L CAMPBELL
825 NW 205TH ST
SHORELINE WA 98177-2162
SUBDIVISION: HAZEL POINT LARGE LOT Block: ? Lot: 6
PARCEL NUMBER: 501025006 Section: 2 Township: 25 N Range: 01 W
CONTRACTOR: NIEMAN CONSTRUCTION CO PHONE: (360)765-4787
P. O. BOX 846
QUILCENE WA 98376-0846
Contractor's License: NIEMACC018MZ Expires: 08/15/2004
PROJECT DESCRIPTION: NEW SFR W/DECK(S)
500 GAL. PROPANE TANK
REQUIRED INSPEGFS:
[A] SETBACKS:
V.] UFFER:
[x] Footing: 91....-tiOG, Q�12'01
[i(] Foundatio gfri
[y.] Stormwater FINAL Approval:
Underground Plumbing: b IZ( P3 - 14 - 1,4; -c.2.
[7]
VUnderground Insulation: d 1� a'3� q eW----
Shear Wall : ?k' eyweli .eiziri .2_4.SDS A/
9 22-a7 Y
f� Plumbing: %
�}- Framing: 4-22--(9SP
[y] Propane Tan / Lines: I Or 41,2,1103 T.44.,v4.4LW,. Pelt-Po *Wm(
Insulation: '{f Z.' )f6
`f Sheetrock: 63 s--ti-6.5 _
Septic Sytem Final Approval: _
1 Road Approach Final Approval:
[ ] Zoning Final Approval:
Final/Occupancy Approval: i(C'e't -D-Dc"
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
411 •
SPECIAL CONDITIONS FOR CASE # BLD04-00352
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on June 4, 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:
Conservancy Shoreline Designation, Eagles Habitat Areas, Level I and Level II Landslide
Hazard Areas, Erosion Hazard Areas, Susceptible Aquifer Recharge Areas and Coastal
Seawater Intrusion Protection Zones (SIPZ).
2.) 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.
3.) A geotechnical report dated May 28, 2002 by Stratum Group was submitted in
conjunction with the application to address the geologically hazardous areas.
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.) Buffers are areas that 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.
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.) 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 withincoastal SIPZ (seawater intrusion protectionnne) 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 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.
11.) A Geotechnical Report was submitted in conjunction with this application. The report
addressed the stability of the geologic hazard area. A minimum setback of 30-feet shall
be measured perpendicularly from the top or toe of the geologic hazard to the proposed
single family residence.
12.) 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.
13.) 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."
14.) All construction activities shall not encroach upon the buffer. This includes the storage or
preparation of materials.
15.) 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.
16.) 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.
17.) 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.
18.) 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.
19.) MANDATORY MEASURES�OR 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.
20.) A flow meter shall be installed prior to final sign off of the building permit.
21.) The applicant is proposing to create or add 1600 square feet of impervious surface and
2960 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson
County Unified Development Code requires that your proposal shall adhere to Best
Management Practices (BMPs).
22.) 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.
23.) 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).
24.) The revised site plan dated July 9, 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 July 15, 2004 shall be resubmitted for review and approval by Jefferson
County Department of Community Development.
25.) This approval is for a single family residence with decks 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.
26.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
27.) 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).
28.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
29.) The building height is not to exceed 35 feet.
30.) Minimum setback from any ingress/egress easement right-of-way or Hazel Point Ct
right-of-way is 20 ft. Minimum sise and rear setbacks are 5 ft. Minimum setbcak from the
shoreline (if bank is less than 10 ft in height) is 30 ft as measured from the Ordinary High
Water Mark.
31.) The standard setback for residential structures, including common appurtenant structures
such as garages and workshops, shall be thirty (30) feet or one (1) foot for each foot of
bank height, whichever is greater. This setback shall be measured from the bank's edge
when the bank's height exceeds 10 feet. When the bank's height is less than 10 feet, the
setback shall be measured from the ordinary high water mark. The setback shall not
exceed 100 feet.
32.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County
Comprehensive Plan Land Use Map effective August 28, 1998.
33.) A septic permit(SEP04-00073)was approved on May 27, 2004 for a system of 600
gallons per day.
34.) Hazel Point Ct(P444) is a private road. The road approach is existing and an address of
135 Hazel Point Ct has been assigned to the parcel.
35.) A minimum of two (2) on-sitt arking spaces are required for the single fa illy residence.
36.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP)
Elements#1 through #12 of the Department of Ecology's Stormwater Management
Manual for Western Washington 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.
37.) This parcel was created through the Hazel Point Large Lot Subdivision under AFN
378302, filed of record January 9, 1995 int Book 1 of Plats, page 58-61 with Jefferson
County Auditor's office.
38.) Per e-mail from Shelly Ament of Washington State Department of Fish and Wildlife
(WDFW) dated July 5, 2004, WDFW requested this Department to issue the building
permit while WDFW and the applicant continued efforts to finalize the Bald Eagle
Managment Plan.
39.) Applicant and WDFW has agreed to not initiate any tree removal or site devleopment until
a mutuality acceptable Bald Eagle Managemnt Plan is signed by both parties.
40.) The applicant shall continue a dialogue with Washington State Department of Fish and
Wildlife regarding potential eagle habitat on this parcel. A copy of the signed Bald Eagle
Management Plan shall submit to this Department for the file.
41.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat
management plan.
I:\F_BLD_Permit_Buildng.rpt 10/29/1999