HomeMy WebLinkAboutBLD2002-00496 M LA02-00453
Review Type:If
MANUFACTURED/ MOBILE HOME INSTALLATION APPLICATION
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD02-00496 Received Date: 8/26/2002
SITE ADDRESS: 93 LAW AVE
PORT TOWNSEND, 98368
APPLICANT: MERIDIAN MTG INVESTORS FUND II PHONE: (206)621-9301
ATTN KEITH HAMMER
701 5TH AVE#4050
SEATTLE WA 98104
SUBDIVISION: IRONDALE Block: 136 Lot: 18-22
PARCEL NUMBER: 962113604 Section: 35 Township: 30 N Range: 01 W
CONTRACTOR/
DEALER:
INSTALLER: PATRICK RICHARDSON WAINS0851 3/31/2005
REPRESENTATIVE:
REPRESENTATIVE:
PROJECT DESCRIPTION: MANUFACTURED HOME INSTALLATION
TYPE OF WORK MOB MANUFACTURED HOME: SHORELINE:
TYPE OF IMP NEW MAKE: FLEETWOOD SETBACK:
VALUATION 32,000.00 YEAR: 2002
LABOR& INDUSTRIES APPROVAL?
SIZE: 48 X 27 BANK HEIGHT:
SEWAGE DISPOSAL: CON
WATER SYSTEM: PUD
BEDROOMS: BATHROOMS: PARCEL TAGS: YES NO
Exist: Exist: STORMWATER: YES NO
Prop: 3 Prop: 2 AREA Plat Conditions
Total: 3 Total: 2 Welland Erosion
Seismic Streams
Flood Way Floodplain
Routing Date: y(i:3777it,
� F&W Landslide
Shoreline Aquifer
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Type Amount Paid By: Date: Receipt:
Approved/Date
Manufactured Homes $151.00 MAM 08/26/02 49530 APPROVED
Potable Water Application $50.00 MAM 08/26/02 49530 2002
Total: $201.00 SEP
Jefferson County Planning
&Building Oepartmjnt
• :
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
PERMIT#: BLD02-00496
SITE ADDRESS: 93 LAW AVE Received Date: 8/26/2002
PORT TOWNSEND, 98368 Issue Date: 9/9/2002
APPLICANT: MERIDIAN MTG INVESTORS FUND II
ATTN KEITH HAMMER
701 5TH AVE#4050
SEATTLE
SUBDIVISION: IRONDALE WA 98104
Block: 136 Lot: 18-22
PARCEL#: 962113604 Section: 35 Township: 30 N Range: 01 W
CONTRACTOR/
DEALER
INSTALLER: PATRICK RICHARDSON WAINS0851
Expires: 3/31/200
PROJECT DESCRIPTION MANUFACTURED HOME INSTALLATION
MAKE: FLEETWOOD
YEAR: 2002
SIZE: 48 X 27
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 9/9/2003.
REQUIRED INSPECTIONS:
[ ] Setbacks/Footing (CONTINUOUS FOOTING, SLAB or PADS USED)<'
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[ ] Zoning Approval:
[ ] Septic System Approval:
[ " Final/Skirting/Vents/Porches/Steps: C- [0 3 i C 13
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
SPECIAL CONDITIONS CASE # BLD02-00496
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on 9/03/02 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:
Aquifer Recharge Area.
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.) 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.
4.) 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).
5.) The applicant is proposing to create or add 1,871square feet of impervious surface.
Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that
your proposal adhere to Best Management Practices (BMPs) to control sedimentation and
erosion.
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.) The revised site plan as submitted with the building application on 9/05/02 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 9/06/02 shall be resubmitted for review and
approval by Jefferson County Department of Community Development.
8.) This approval is for a manufactured 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.
9.) Maximum lot coverage is not to exceed 25%. Lot coverage is calculated by the amount of
impervious surface which includes driveways, roof tops, concrete, etc.
10.) The building height is not to exceed 35 feet.
11.) Law Avenue and Cascade Avenue are both classified as local access roads and require a
minimum 20-foot setback. The remaining side and rear setbacks shall be a minimum
5-feet. All setbacks are measured perpendicularly from the lot line to proposed
development.
SEP-05-02 10:25AM FROM-MERIDIAN GROUP OF COMPANIES 1-800-901-9302 T-990 P.002/002 F-966
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DEPT. OFJCOMMUNITY DEVELOPMENT
JEFFERSON COUNTY COUNITY DEVELOPMENT 621 SHERIDAN ST,•T TOWNSEND WA 98368
MANUFACTURED HOME INSTALLATION PERMIT APPLICATION
❑ NEW BUILDING 0 REPLACEMENT
1
SIZE -CCI
YEAR 1�` 7---
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MAKE Ttl04D
COST ._,3l(9C"�
BEDROOMS: BATHROOMS:
EXISTING EXISTING
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PROPOSED PROPOSED Z
TOTAL 3 TOTAL '.-
TYPE OF SEWAGE DISPOSAL: WATER SUPPLY:
❑ SEWER 0 COMMUNITY SYSTEM 0 PRIVATE WELL 0 TWO PARY WELL
❑ INDIVIDUAL SYSTEM Conventional UBLIC
PERMIT#SEP 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 ny r Ired later ins ections cess and right of entry to the applicant's property or structure shall be requested and
shall occur during regula a ' urs.
SIGNATURE DATE 0/Zb/rSZ
NAME(PLEASE PRINT) f i O- 1-1Prvvi �
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FOR OFFICE USE ONLY
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CONSISTENCY REVIEW FEE _ 47.00 RECEIPT#
BASE FEE is
ADDITIONAL SECTIONS `� 3 �
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SUBTOTAL i DATE r/Z(4) a
POTABLE WATER
911/ROAD APPROACH I" t
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