HomeMy WebLinkAboutBLD2002-00084 ID 4
MANUFACTURED/MOBILE HOME INSTALLATION PERMIT
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
(360) 379-4450 FAX (360) 379-4451 (800) 831-2678
PERMIT #: BLD02-00084 Received Date: 2/19/2002
SITE ADDRESS: 137 MOUNTAIN VIEW DR Issue Date: 3/22/2002
QUILCENE, 98376
APPLICANT: JAMES KNIGHTON
PO BOX 1268
KINGSTON WA 98346
SUBDIVISION: SNOW CREEK RANCH Block: Lot: 109
PARCEL#: 995400104 Section: 2 Township: 28 N Range: 02 W
CONTRACTOR/ OWNER PHONE:
DEALER
PROJECT DESCRIPTION MOBILE HOME INSTALLATION
MAKE: BROADMORE
YEAR: 1977
SIZE: 14 X 66
THIS PERMIT IS VALID FOR ONE YEAR AND IS NOT RENEWABLE.
THE FINAL INSPECTION MUST BE SCHEDULED AND PASSED WITHIN THAT YEAR.
THE EXPIRATION DATE IS 3/22/2003.
REQUIRED INSPECTIONS:
[J Setbacks/Footing (CONTINUOUS FOOTING, SLAB or PADS USED): n/< 9-0,7'/ 0Z,
[y- Blocking/Plumbin �f wZ(-/—OZ.
[ ] Zoning Approval: f`l/A AT `o L4 �� c-vqti= 2:t...,r,( t.- `i c.J
[ ] Septic System Approval:
[ ] Final/Skirting/Vents/Porches/Steps: �J'KIRY aG 4 vemilKq 4k 3/4/ r'fel" (9 `1'
HEALTH DEPARTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION
BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
SPECIAL CONDITIONS APPLY-SEE REVERSE
HOT-LINE AVAILABLE 24 HOURS A DAY
• MLA02-00081
Review Type: I
MANUFACTURED/ MOBILE HOME INSTALLATION APPLICATION
Jefferson Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD02-00084 Received Date: 2/19/2002
SITE ADDRESS: 137 MOUNTAIN VIEW DR
QUILCENE, 98376
APPLICANT: DOUGLAS F WOFFENDEN PHONE: (360)765-3056
NANCY L WOFFENDEN
115 MOUNTAIN VIEW DR
QUILCENE WA 98376-9562
SUBDIVISION: SNOW CREEK RANCH Block: Lot: 109
PARCEL NUMBER: 995400104 Section: 2 Township: 28 N Range: 02 W
CONTRACTOR/ OWNER PHONE:
DEALER:
REPRESENTATIVE: JAMES KNIGHTON
PO BOX 12681
KINGSTON WA 98346
PROJECT DESCRIPTION MOBILE HOME INSTALLATION
TYPE OF WORK MOB MANUFACTURED HOME: SHORELINE:
TYPE OF IMP NEW MAKE: BROADMORE SETBACK:
VALUATION 9,700.00 YEAR: 1977
LABOR & INDUSTRIES APPROVAL?
SIZE: 14 X 66 BANK HEIGHT:
SEWAGE DISPOSAL: OSS
WATER SYSTEM: PUBLIC
BEDROOMS: BATHROOMS: PARCEL TAGS: YES NO
STORMWATER: YES NO
Exist: 2 Exist: 2 AREA Plat Conditions
Prop: Prop: Wetland Erosion
Total: 2 Total: 2 Seismic Streams
Flood Way Floodplain
Routing Date: F&W Landslide
Shoreline Aquifer
Forest: Commercial Rural
Proximity__
d/Dat
Type Amount Paid By: Date: Receipt: A o ?�
Manufactured Homes $141.00 MAM 02/19/02 45641
Potable Water Application $30.00 MAM 02/19/02 45641 ::
MAR �. c �:2:��?
Total: $171.00
Jefferson Ci4! tv ':ginning
&Building L, : .arirnent
•
SPECIAL CONDITIONS FOR t,ASE BLD02-00084 •
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on January 4, 2002 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:
SUSC Aquifer Recharge, flood, seismic, osprey.
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.) 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.
6.) 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.
7.) 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).
8.) The parcel is designated as RR 1:5 under the Jefferson County Comprehensive Land Use
Map effective August 28, 1998.
9.) This parcel was created through the Snow Creek Ranch subdivision on September 7,
1962.
10.) Total impervious surface coverage shall not exceed 25% of the lot. Impervious surface
includes driveways, rooftops, concrete, etc.
11.) A minimum of two (2) on-site parking spaces shall be provided for the single family
residence.
12.) The building height is not to exceed 35 feet.
13.) Minimum setback from Mountain View Drive is 20 feet. Minimum side and rear setbacks
shall be 5 feet.
14.) Mountain View Drive is a private road (P108) and does not require a road approach
permit.
15.) A Septic Permit(SEP92-00207) was finaled on 6/2/92 for a two (2) bedroom system.
16.) The applicant submitted a Flood Elevation Certificate prepared by Michael J Coker dated
2/19/02. The finished top of the bottom floor elevation for the proposed residence shall be
set at or above the reference elevation of 212.1 feet(NADV88 Datum). The reference
elevation of 212.1 feet(NAVD88 Datum) was established on top of a spike and cap set by
Tillman Engineering on February 15, 2002, and is located at the existing roadway surface
elevation along the westerly edge of Mountain Biew Drive as it currently exists. Said spike
and cap lies easterly of said Lot 109 is located approximately midway between the
northeast and southeast corners of said lot.
17.) Flood proofing measures are to be used as required by the Jefferson County Flood
Damage Prevention Ordinance.
18.) All new construction shall use construction methods which minimize flood damage.
19.) New construction shall have the lowest floor elevated to at least one foot above base flood
elevation.
•
20.) Fully enclosed areas below we lowest floor that are subject to flooding argkohibited
unless designed to automatically equalize hydrostatic flood forces on exterior walls by
allowing for the entry and exit of floodwater. Designs for meeting this requirement must
either be certified by a registered professional engineer or architect or must meet or
exceed the following criteria: a. A minimum of two openings having a total net area of not
less than one square inch for every square foot of enclosed area subject to flooding shall
be provided. b. The bottom of all openings shall be no higher than one foot above grade.
c. Openings may be equipt with screens, louvers, or other coverings or devices provided
that they permit the automatic entry and exit of floodwater.
21.) All new construction shall: a. be anchored to prevent flotation, collapse, or lateral
movement of the sturcture. b. be constructed with materials and utility equipment resistant
to flood damage and potential damage to adjacent properties. c. be constructed using
methods and practices that minimize flood damage. d. have structural components
capable of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. e.
electrical, heating, ventilation, plumbing, air-conditioning equipment, and other service
facilities shall be designed and/or otherwise elevated or located so as to prevent water
from entering or accumulating within the components during conditions of flooding.
22.) Flood proofing of structures shall be provided by one or more of the following methods: a.
Landfill: (Note: Landfills are not permitted in the floodway.)The placement of fill may be
utilized to elevate the structure and must comply with the standards and policies of the
Jefferson County Shoreline Master Program, if applicable. b. Pole, pier or piling
construction: The use of poles, piers, or piles for the foundation of the structure may be
used to allow the unrestricted flow of flood waters during periods at a base flood. The
lowest floor must be one foot above the base flood level. c. Parallel Foundation Walls:
Foundation walls may be designed and constructed to provide open spaces through which
water can flow unrestricted to equalize pressure. In velocity flood situations, it is important
that all foundation walls be parallel to the flow of the floodwaters. d. Extended Foundation
Walls and Basements: (Note: Extended foundation walls and basements are not permitted
in the floodway.) The lowest habitable floor of a residence may be constructed on
foundation walls that extend above grade to one foot above the height of the base flood
provided that residential construction complies with the requirment of Section 5.101(2),
"Residential Construction," regarding the design of enclosed areas.
23.) Utilities shall be designed as specified in Section 5.20 of Ordinance No. 18-1120-95.
24.) Per the Flood Elevation Certificate prepared by Michael J Coker dated 2/19/02, the
finished top of the bottom floor elevation for the proposed residence shall be set at or
above the reference elevation of 212.1 feet(NADV88 Datum).
25.) A zoning permit (ZONO2-00001) for a Site Plan Approval Advance Determination
(SPAAD) was issued February 13, 2002.
26.) The site plan as submitted with the building application on February 19, 2002 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 March 21, 2002 shall be resubmitted for review
and approval by Jefferson County Department of Community Development.
27.) This approval is for a mobile home 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.
is F_BLD_Permit_Buildng.rpt 10/29/19
02/07/2002 12:27 3603798056 HADLOCK REALTYE PAGE 02
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I lEFF'z-oni,N COUNTY COMMUNITY DEVELOPMENT 621 SHERIDAN ST. PORT TOWNSEND WA 98368
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O
,o r . NUFACTURED HOME INSTALLATION PERMIT APPLICATION
q m
b' e '' ti-'"f. NEW BUILDING 0 REPLACEMENT
I` t E4 / 06
t@- L.` ,. SIZE `` "�
i YEAR 1 /
- MAKE
R MDrnORE.
- COST 17O to ( 99✓--
BEDROOMS: BATHROOMS:
EXISTING EXISTING
PROPOSED Q PROPOSED C'
TOTAL TOTAL
TYPE OF SEWAGE DISPOSAL: WATER SUPPLY:
O SEWER 0 COMMUNITY SYSTEM' 0 PRIVATE WELL ❑ TWO PARY WELL
❑ INDIVIDUAL SYSTEM ❑ Conventional CYPUBLIC
PERMIT#SEPC, O1 0 Alternative Name of water system:
IF WATERFRONT PROPERTY,
DISTANCE TO BANK OR HIGH WATER LINE 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 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 the applicant's property or structure shall be requested and
shall occur during regular business hours.SIGNATURE /4(61,,y0-tj0 K DATE 4ii//
2-
NAME (PLEASE PRINT)
FOR OFFICE USE ONLY
•
CONSISTENCY REVIEW FEE �_ / .., : RECEIPT# 145 6 q t
BASE FEE Lk\ . O L,�9
ADDITIONAL SECTIONS —el-- CASH/CK# 1 C (
SUBTOTAL 1 (4 1, cP DATE Z LE 01-
POTABLE WATER , Ci•
911/ROAD APPROACH t__.----
TOTAL 1-1 1,
H:U-IOM E\PLNCNTRUNFOBLD\FORMS\MOBI LEAP.11/26/01