HomeMy WebLinkAboutBLD2002-00166 BUILDING 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 #: BLD02-00166 Received Date 03/26/2002
SITE ADDRESS: 210 BAYVIEW ST Issue Date 04/23/2002
PORT TOWNSEND, 98368
APPLICANT: MARK A HERING PHONE: (360)379-3400
PO BOX 539
PORT TOWNSEND WA 98368-0539
SUBDIVISION: EISENBEIS BAY VIEW Block: Lot:
PARCEL NUMBER: 948602203 Section: 16 Township: 30 N Range: 01 W
CONTRACTOR: BUILDING BROKERS CONST PHONE: (360)683-6216
P 0 BOX 3831
SEQUIM WA 98382-5071
Contractor's License: BUILDBCOLLMG Expires: 07/07/2002
LOAN LENDER/
BOND HOLDER:
PROJECT DESCRIPTION POLE BUILDING GARAGE
„1,11REQR PECTION
RA SETBAC ./ oo i � �C ` t
L e_ Zy/ /9/7 5 /Cf —-N
[ ] Underground Plumbing/Underground Insulation:
[ ] Shear Wall:
[ ] Framing/Plumbing:
[ ] Propane Tank/Lines:
[ ] Insulation:
[ ] Sheetrock:
[ ] Septic System Final Approval:' ^
[ ] Zoning Final Approval: /Y Z/`1
[ ] Final/Occupancy Approval: "/' f:�- .. ''2 7
HEALTH DEPARTMENT 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.
SPECIAL CONDITIONS APPLY-SEE REVERSE
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS FOR CASE BLD02-00166 •
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on 4/2/02 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: Susceptible 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 field 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.) 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 672 square 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 during construction.
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 site plan as submitted with the building application on 4/2/02 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 4/23/02 shall be resubmitted for review and approval by
Jefferson County Department of Community Development.
8.) °.ioximum lot coverage is not to exceed 75%. Lot coverage is defined as impervious
surface which includes driveways, concrete, roof tops, etc.
9.) Bayview Street is classified as a local access road and requires a minimum 20-foot
setback. In addition, an alley is identified on the plat maps and requires a minimum
20-foot setback from both sides. Julian Street is also classified as a local access and
requires a minimum 20-foot setback. The western lot line shall maintain a minimum 5-foot
setback. All setbacks shall be measured from the lot lines to the proposed development.
10.) The building height is not to exceed 35 feet.
i:\F_BLD_Permit_Buildng.rpt 10/29/19
S BUILDING PERMIT APPLI ION MR 02N00152
Type:I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD02-00166 Received Date: 3/26/2002
SITE ADDRESS: 210 BAYVIEW ST
PORT TOWNSEND, 98368
OWNER: MARK A HERING PHONE: (360)379-3400
PO BOX 539
PORT TOWNSEND WA 98368-0539
SUBDIVISION: EISENBEIS BAY VIEW Block: Lot:
PARCEL NUMBER: 948602203 Section: 16 Township: 30 N Range: 01 W
CONTRACTOR: BUILDING BROKERS CONST PHONE: (360)683-6216
P 0 BOX 3831
SEQUIM WA 98382-5071
Contractor's License BUILDBCOLLMG Expires 7/7/2002
REPRESENTATIVE(S):
PROJECT DESCRIPTIOli POLE BUILDING GARAGE
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 6,720.00 ADD'L: HEAT TYPE: UH
CODE EDITION: 1997 HEAT BASE: HEAT TYPE:
OCCUPANCY:
OCCUPANCY: UNHEATED: #OF STORIES:
CONST TYPE: OTHER: SHORELINE:
CONST TYPE: GARAGE: 672 SETBACK:
DECK: BANK HEIGHT:
SEWAGE DISPOSAL: OSS
WATER SYSTEM: PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: Prop: Seismic Streams
Total: Total: Flood Way Floodplain
F&W Landslide
Routing Date:
lZ7 1 OZ ?(-7--g)
Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $139.25 MAM 03/26/02 45889 I
Plan Check $41.78 MAM 03/26/02 45889 APPROIEI
State Building Code $4.50 MAM 03/26/02 45889
Total: $185.53 APR 2 4 2002
DEPT.OF COMMUNITY DEVELOPMENT
— SIGNATIWE:
Jeff .son C r i r,rtment of bovinity '°:velopment
4,4,0114- c%
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621 Sheridan Street, Townsend WA UM 13601310-41150
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Project Description: MAR
2 6 2002 f4"-,
1 -
Building Type: I'ro' ct Type: Frame T
❑Single Family fl"New bd
arage Attached/Detached ❑Addition DEPT. OF COM w'_" tee 'f -
0 Modular ❑Alteration/Remodel ❑Concrete
❑Commercial El Repair 0 Masonry
❑Multi-family/#of Units 0 Demolition 0 Other:
❑Industrial
❑Other:
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing Existing: r Sewer El Community System 0 Electricity ❑Oil
Proposed: Proposed: A' ®individual System ❑Woodstove 0 Propane
Total: / Total: / If not sewer,fill out the following: 0 Heat Pump
la onventional C3Altemative ❑Other
Permit# SEP
Water Supply:
❑Private well 0 Two Party Well❑Public:Name of water system:
Square Footage: For Office Use Only
Main Floor Consistency Review 39.00
2ND Floor Base fee t 3 q •2'
3rd Floor Plan Check fee LI i .-775
Htd Basement State Surcharge fee `T •S J
Unhtd Basement Subtotal 21 •
Garage/Carport 6 ? Pot Water Review fee
Decks 911/Rd Approach fee
Commercial TOTAL Z.Z4
Industrial Receipt# Lo g 9
Other Cash/Check# 4=1 t 3
Total Valuation: Initials P
Or 4 Date 31Z4(c
Estimated Cost:
�t.
If within 200'of the Shoreline,
Distance to Bank or Ordinary High Water Mark 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 Iater inspections.
Access and right of en to the ap is j or structure shall be requested and shall ores during regular business hours.
Signatur Date:
-- 2Z. -°Z-
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