HomeMy WebLinkAboutBLD2006-00053 I UILDING PERMIT APPLICA N ML Review Ty Ty046
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Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD06-00053 Received Date: 2/8/2006
SITE ADDRESS: 242 HOLLAND DR
PORT TOWNSEND, 98368
OWNER: AQUACULTURE SYSTEMS INC PHONE: 360-681-3906
PO BOX 417
SEQUIM WA 983820417
DISCOVERY BAY VILLAGE
SUBDIVISION: Block: Lot: 34
PARCEL NUMBER: 947400034 Section: 13 Township: 29 N Range: 02 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTION RETAINING WALL
TYPE OF WORK NON SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 1,000.00 ADD'L: HEAT TYPE:
CODE EDITION: 2003 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: # OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: GARAGE: SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: CON
WATER SYSTEM: PWELL --
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 0 Prop: 0
Total: 0 Total: 0
Routing Date:a l 9l/
o c
Type Amount Paid By: Date: Receipt: �� • .:
Permit $38.75 LYK 02/07/06 78988
Plan Check $25.19 LYK 02/07/06 78988 NOVol 2007
State Building Code $4.50 LYK 02/07/06 78988
Total: $68.44 Jefferson County Planning
&Building Department
Jefferson County Building Division Permit Number: BLD06-00053
Applicant: AQUACULTURE SYSTEMS INC
BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2003 International Building Codes
To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection.
Requests received after 7:00 AM will not be scheduled for that day's inspections.
ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries.
The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection
Inspection Item Date Approval Signature Notes
Setbacks 2/27/2006
Erosion Control 2/27/2006
Drywell/Alt Drainage 2/27/2006
FINAL INSPECTION 4 , ^
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
BUILDING PERMIT•
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD06-00053 Received Date: 2/8/2006
SITE ADDRESS: 242 HOLLAND DR Issue Date 11/29/2007
PORT TOWNSEND, 98368 Expiration Date 11/29/2008
OWNER: AQUACULTURE SYSTEMS INC PHONE: 360-681-3906
PO BOX 417
SEQUIM WA 983820417
DISCOVERY BAY VILLAGE
SUBDIVISION: Block: Lot: 34
PARCEL NUMBER: 947400034 Section: 13 Township: 29 N Range: 02 W
CONTRACTOR: OWNER/BUILDER PHONE:
PROJECT DESCRIPTION: RETAINING WALL
TYPE OF WORK NON SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 1,000.00 ADD'L: HEAT TYPE:
CODE EDITION. 2003 HEAT BASE: HEAT TYPE:
OCCUPANCY:
OCCUPANCY: UNHEATED: #OF STORIES:
OTHER:
CONST TYPE: GARAGE: SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: CON
WATER SYSTEM: PWELL Type Amount Paid By: Date: Receipt:
BEDROOMS: BATHROOMS: Permit $38.75 LYK 02/07/06 78988
Exist: 0 Exist: 0 Plan Check $25.19 LYK 02/07/06 78988
Prop: 0 Prop: 0 State Building Code $4.50 LYK 02/07/06 78988
Total: 0 Total: 0 Total: $68.44
Directions to Site:
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 ATTATCHED
• •
CONDITIONS for Building Permit# :BLD06-00053
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on February 15, 2006 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:
Type 5 stream; landslide hazard area 2; coastal 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.) 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.
4.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) 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.
5.) A Geotechnical Assessment dated September 13, 2004 prepared by Alkai Consultants,
LLC was submitted in conjunction with this application. The report stated the"site does
not meet the requirements for classification as a geologically hazardous area." Therefore,
no landslide mitigation is imposed.
6.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN
LETTER FROM SHAWN WILLIAMS, ALKAI CONSULTANTS, INC WHO IS THE
GEOLOGIST WHO PREPARED THE GEOTECHNICAL ASSESSMENT DATED
SEPTEMBER 10, 2004 STATING THAT THE STRUCTURE AND/OR FACILITIES HAVE
BEEN CONSTRUCTED IN CONFORMANCE WITH THE REQUIREMENTS OF THE
"GEOTECHNICAL ASSESSMENT." THE LETTER SHALL BE WET-STAMPED BY THE
LICENSED GEOLOGIST/ENGINEER AND SUBMITTED TO THE DEPARTMENT OF
COMMUNITY DEVELOPMENT.
7.) To help prevent seawater from intruding landward into underground aquifers, all new
development activity on Marrowstone Island, Indian Island and within 1/4 mile of any
marine shoreline shall be required to infiltrate all stormwater runoff onsite.
8.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
9.) The applicant is proposing to create or add 2935 square feet of impervious surface and
8135 square feet of land disturbing activities.
10.) 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.
11.) An Engineered Stormwater PoHulk Prevent Plan dated September 2006 pre•d by
Zenovic &Associates, Inc. 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.
12.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN
LETTER FROM ZENOVIC &ASSOCIATES, INC. STATING THAT THE STORMWATER
FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS
OF THE "STORMWATER POLLUTION PREVENT PLAN AND THE CONSTRUCTION
STORMWATER POLLUTION PREVENTION PLAN"AS SIGNED BY STEPHEN
ZENOVIC.
13.) 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).
14.) The revised site plan dated July 11, 2007 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 November 26, 2007 shall be resubmitted for review and approval by
Jefferson County Department of Community Development.
15 ) This approval is for a single family residence with attached garage and 120 gallon
above-ground propane tank and retaining wall 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.
16.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
17.) Not more than 2 unlicensed vehicles shall be stored on any lot 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 Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor
vehicles is prohibited except in those districts where specified as an autormobile wrecking
yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter
18.18 JCC, and such storage shall meet the requriements of JCC 18.20.100, Automobile
wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor
vehicles be stored in a critical area.
18.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
19.) A minimum of two (2) on-site parking spaces shall be provided for the single family
residence.
20.) The road approach permit (RAP04-0092) must be inspected and finaled by the Jefferson
County Department of Public Works prior to the final inspection/certificate of occupancy of
this residence. Contact Terry Duff, Department of Public Works at 360-385-9159 for the
final road approach inspection.
21.) The building height is not to exceed 35 feet.
22.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the
finished grade, excepting when such lighting is an integral part of a building or structure.
Ground level lighting is encouraged.
23.) Lighting fixtures shall be designed and hooded to prevent the light source from being
directly visible from outside the boundaries of the property. The intensity or brightness of
all lighting, during construction and after project completion shall not adversely affect the
use of surrounding properties or adjoining rights-of-way.
24.) Minimum setback from Holland Drive right-of-way shall be 20 feet. Minimum side and
rear yard setbacks shall be 5 feet. If an ESA is present, then the more stricter setback
shall apply. Structures shall not encroach on any utility and/or stormwater drainage
easement(s).
25.) An address of 242 Holland Drive, Port Townsend has been assigned to the parcel.
Holland Drive is a county local access road (C501309).
26.) The parcel has been designatedekR 1:5 under the Jefferson County CompSnsive
Land Use Map effective August 28, 1998.
27.) The lot was created through the Discovery Bay Village Subdivision on May 4, 1970 under
AFN 20489.
28.) A road approach permit(RAP04-0263)was cancelled on November 19, 2004. A septic
permit (SEP05-0275)was issued on November 19, 2007. A building permit(BLD06-0053)
for a retaining wall was submitted with the single family residence building permit.
29.) The parcel is served by Discovery Bay Village water system (ID#19430).
30.) PAVEMENT, FILL OR BUILDING AREAS SHOULD BE STRIPPED OF ALL SOD,
ORGANIC SOIL, EXISTING FILL AND DEBRIS, IN MOST AREAS, A STRIPPING
DEPTH OF ABOUT ONE-FOOT SHOULD BE ANTICIPATED. DEEPER EXCAVATIONS
MAY BE REQUIRED TO REMOVE BURIED TREE ROOT BALLS, STUMPS, OR
POCKETS OF UNSUITABLE SOIL OR FILL. STRIPPED SOILS, CONTAMINATED
WITH ORGANICS OR DEBRIS, SHOULD BE WASTED OFF SITE OR USED IN
LANDSCAPE AREAS.
31.) FOLLOWING STRIPPING OF THE SITE, AND PRIOR TO THE PLACEMENT OF ANY
FILL, THE EXPOSED SUBGRADE SHOULD BE PROOF ROLLED AND COMPACTED
TO A FIRM, UNYIELDING CONDITION USING EQUIPMENT OF APPROPRIATE SIZE
AND TYPE. COMPACTION OF THE STRIPPED SUBGRADE SHOULD BE
CONTINUED UNTIL FIELD DENSITY TESTS SHOW THAT A MINIMUM COMPACTION
OF 95% OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM METHOD
D-1557, HAS BEEN ACHIEVED IN ALL FILL, BUILDING, ROADWAY, AND PARKING
AREAS. ANY SOFT OR WEAVING AREAS DISCLOSED DURING PROOF ROLLING
SHOULD BE EXCAVATED AND REPLACED WITH COMPACTED STRUCTURAL FILL.
AREAS, WHICH ARE TO BE FILLED TO BRING THE BUILDING OR PAVEMENT
GRADES UP TO THE DESIRED ELEVATION, SHOULD BE FILLED WITH
COMPACTED GRANULAR MATERIAL FREE FROM ROOTS, TRASH OR OTHER
DELETERIOUS MATERIALS. IT IS ALKAI'S OPINION THAT THE NATIVE TILL OR
MIXED SOILS WILL BE ONLY MARGINALLY SUITABLE FOR USE AS WET WEATHER
FILL DUE TO THEIR INHERENT MOISTURE SENSITIVITY. THE TILL SOILS AND
THOSE HAVING A HIGH FINES CONTENT ARE SUFFICIENTLY FINE GRAINED,
SUCH THAT WITH THE ADDITION OF SMALL QUANTITIES OF WATER THEY
BECOME OVERLY SATURATED AND ARE DIFFICULT OR IMPOSSIBLE TO
COMPACT TO THE DESIRED DENSITY. AS A RESULT, ALKAI RECOMMENDS THAT
ALL SITE GRADING AND PREPARATION BE UNDERTAKEN AND COMPLETED
DURING DRY WEATHER. IF GRADING IN BUILDING OR PAVEMENT AREAS IS
NECESSARY DURING WET WEATHER AND TIME DOES NOT PERMIT ALLOWING
THE SOILS TO DRAIN, ALKAI RECOMMENDS THAT ALL EXCAVATED SOIL BE
REMOVED FROM THE SITE AND THAT MATERIALS USED AS STURCTURE FILL
(FILL PLACED ON SLOPES OR UNDER BUILDINGS OR PAVEMENTS) CONSIST OF
FREE DRAINING GRAVELLY SAND HAVING A MAXIMUM SIZE OF 1-1/2 INCHES AND
WITH NOT MORE THAN 5.0% FINES, MATERIAL PASSING A U.S. NO. 200 SIEVE.
ALL IMPORTED FILL MATERIAL SHOULD CONFORM TO THE ABOVE
RECOMMENDATION REGARDLESS OF WEATHER.
32.) ALKAI RECOMMENDS THAT PERMANENT CUT SLOPES NOT EXCEED 2H:1V(50%).
FILL SLOPES SHOULD NOT BE STEEPER THAN 2H:1V(50%) FOR FILL PLACED IN
ACCORDANCE WITH THE REQUIREMENTS OF APPENDIX CHAPTER 33 OF THE
UNIFORM BUILDING CODE (1997 EDITION) OR 3 TO 4H:1V(33% TO 25%) FOR
UNCONTROLLED FILLS OF MODERATE QUALITY MATERIAL. IN AREAS WHERE
STEEPER SLOPES ARE REQUIRED, RETAINING STRUCTURES SHOULD BE
PROVIDED. IN AREAS WHERE FILLS ARE TO BE MADE ON SLOPES STEEPER
THAN 5H:1V THE SUBGRADE SHOULD BE BENCHED AND PREPARED IN
ACCORDANCE WITH UBC (1997) REQUIREMENTS PRIOR TO FILL PLACEMENT.
BENCHES SHOULD BE CUT AT A MAXIMUM VERTICAL HEIGHT OF 18 INCHES. IT
SHOULD BE ANTICIPATED THAT, IF STEEPLY CUT, THE NEAR SURFACE SOILS
MAY BE SUBJECT TO CAVING, AND SLOUGHING WILL OCCUR AS THE SOILS ARE
EXPOSED TO DRYING. ALL TEMPORARY CUTS AND EXCAVATIONS SHOULD BE
SLOPED OR SHORED IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REQUIREMENTS. ADDITIONALLY, SLOPE GRADES (BOTH CUT AND FILL) IN
DRIVEWAY TRAFFIC AREAS SHOULD COMPLY WITH APPROPRIATE COUNTY AND
LOCAL REGULATIONS.
33.) ALL STRUCTURAL FILL (FILL JW BUILDINGS, ROADWAYS OR PARK
AREAS, OR FILL PLACED ON SLOPES) SHOULD BE PLACED ON A FIRM,
PROPERLY PREPARED SUBGRADE. FILL MATERIALS SHOULD BE PLACED IN
LAYERS APPROXIMATELY 8 INCHES IN THICKNESS, CONDITIONED TO A
MOISTURE CONTENT SUITABLE FOR COMPACTION, AND COMPACTED TO 95%
OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557.
34.) THE EXISTING FILL SLOPES CREATED FROM GRADING ACTIVITIES WILL NEED TO
BE REGRADED AND/OR HAVE RETAINING STRUCTURES AT THE TOE OF THE
SLOPES SUCH AS CAST IN PLACE CONCRETE WALLS, ECOLOGY BLOCK WALLS
OR REINFORCED EARTH WALLS UTILIZING GRID SYSTEMS SUCH AS TENSAR.
THE FINAL DECISION ON THE RETAINING STRUCTURE DESIGN WILL BE
DEPENDENT ON FINAL SLOPE HEIGHTS.
35.) TO PRECLUDE THE POSSIBLE BUILD-UP OF GROUND WATER OR STORM
RUNOFF IN THE SOILS ADJACENT TO THE STRUCTURE, IT IS RECOMMENDED
THAT A FOUR-INCH DIAMETER, PERFORATED, RIGID PIPE BE PLACED,
PERFORATIONS DOWN, AROUND THE OUTSIDE OF THE BULDING FOUNDATION
AT THE FOOTING SUBGRADE ELEVATION. ALL OF THE DRAINAGE SYSTEM
SHOULD BE BEDDED IN A DRAINAGE SAND AND GRAVEL AND DESIGNED TO
CARRY ANY ACCUMULATED WATER AWAY FROM THE STRUCTURE TO AN
APPROPRIATE DISCHARGE AREA. ROOF DRAINAGE SHOULD NOT BE
CONNECTED TO THE FOOTING DRAINS BUT MAY USE THE SAME OUTFALL
PIPING IF CONNECTED WELL AWAY FROM THE BUIDLING SUCH THAT ROOF
WATER WILL NOT BACKUP INTO THE FOOTING DRAINS.
36.) THE FREE FLOW OF WATER TOWARD OR OVER THE SLOPES IS TO BE AVOIDED
DUE TO POTENTIAL EROSION CONCERNS. LANDSCAPING SHOULD NOT BE
DESIGNED TO DIRECT RUNOFF INTO THESE AREAS. ADDITIONALLY, ALL
RUNOFF FROM ROOFS, DRIVEWAYS, PATIOS AND HARD SURFACED AREAS
SHOULD BE INTERCEPTED, COLLECTED AND DISPOSED OF AWAY FROM
STRUCTURES AND SITE SLOPES, AND DISCHARGED WHERE THE WATER WILL
NOT EFFECT DOWN SLOPE STRUCTURES, WALLS, OR PROPERTIES. FROM A
GEOTECHNICAL PERSPECTIVE, TIGHT LINING OF THE COLLECTED RUNOFF TO
THE AREA BELOW THE SLOPE WOULD BE AN ACCEPTABLE MEANS OF
DISPOSAL. HOWEVER, SUCH A DISPOSAL SYSTEM SHOULD COMPLY WITH ALL
APPLICABLE REGULATIONS AND THE PIPE SHOULD DISCHARGE INTO A
MANIFOLD-TYPE STRUCTURE OR ONTO AN ENERGY DISSIPATER SUCH AS A PAD
OF CRUSHED ROCK TO AID IN MINIMIZING EROSION. IF AN ENERGY
DISSIPATION PAD IS USED IT SHOULD BE A MINIMUM OF THREE FEET ON A SIDE,
ONE FOOT THICK, AND COMPRISED OF TWO TO FOUR INCH CRUSHED ROCK
INSIDE A STAKED FRAME TO PREVENT DOWN SLOPE MIGRATION OF THE
ROCKS. IT IS SUGGESTED THAT CLEANOUTS BE PROVIDED AT CONVENIENT
LOCATIONS ALONG THE LENGTH OF THE STORM DRAINAGE SYSTEM FOR
MAINTENANCE. ALL PIPING FOR THE DRAINAGE SYSTEM SHOULD BE RIDGED
AND SMOOTH WALLED. CORRUGATED, ADS-TYPE PIPING SHOULD NOT BE
USED. ALTERNATIVELY, IF INFILTRATION OF THE STORMWATER IS REQUIRED,
THE INFILTRATION SYSTEM SHOULD BE CONSTRUCTED AS FAR AWAY FROM
THE BLUFF AS POSSIBLE. PERFERABLY AT THE WEST END OF THE LOT.
37.) ALKAI RECOMMENDS THAT ALL FOUNDATIONS BE DESIGNED TO BEAR ON THE
MEDIUM DENSE TO VERY DENSE NATIVE SOILS OR STRUCTURAL FILL PLACED
AND COMPACTED AS PREVIOUSLY DESCRIBED. CONTINUOUS FOOTINGS
SHOULD NOT BE LESS THAN 14 INCHES WIDE AND ISOLATED FOOTINGS
SHOULD NOT BE LESS THAN 18 INCHES IN THEIR SMALLEST DIMENSION,
REGARDLESS OF THE RESULTLING BEARING PRESSURE. ADDITIONAL
FOUNDATION SIZING AND DESIGN CONSIDERATIONS SHOULD BE IN
ACCORDANCE WITH UNIFORM BUIDLING CODE REQUIREMENTS, AS MODIFIED
BY LOCAL CODES AND REGULATIONS, IN EFFECT AT THE TIME OF
CONSTRUCTION FOR STRUCTURES WITHIN SEISMIC ZONE 3 AS DEFINED BY
THE UNIFORM BUIDLING CODE.
38.) ALL FOOTINGS ON GENTLE SIPES (<15%) SHOULD BOTTOM A MINIM•OF 18
INCHES BELOW THE LOWEST ADJACENT EXTERIOR GRADE AND 12 INCHES
BELOW THE LOWEST INTERIOR GRADE. FOOTINGS C)N SLOPES STEEPER THAN
15% SHOULD BE DESIGNED TO BEAR A MINIMUM OF THREE FEET BELOW THE
FINISHED EXTERIOR SURFACE SOIL GRADE AND BE AT LEAST SIX FEET
HORIZONTALLY BACK OF THE FINISHED SOIL FACE OF THE SLOPE. ALKAI
RECOMMENDS THAT ALL FOUNDATION EXCAVATIONS BE INSPECTED PRIOR TO
PLACING CONCRETE TO VERIFY THAT THE BEARING SURFACE HAS BEEN
PROPERLY CLEANED, PREPARED AND SOIL CONDITIONS ARE AS ANTICIPATED.
ALL FOUNDATION SUBGRADE AREAS SHOULD BE RECOMPACTED FOLLOWING
EXCAVATION. BEARING SURFACES SHOULD BE FIRM AND FREE OF SLOUGHED
OR WATER-SOFTENED SOIL. STANDING WATER SHOULD NOT BE ALLOWED TO
ACCUMULATE IN THE FOUNDATION EXCAVATIONS.
39.) FOR SPREAD FOOTING FOUNDATIONS DESIGNED AND CONSTRUCTED AS
OUTLINED ABOVE, AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF MAY
BE USED FOR FOUNDATIONS BEARING ON THE MEDIUM DENSE INSITU SOILS
OR PROPERLY PLACED AND COMPACTED STRUCTURAL FILL. FOR
FOUNDATIONS BEARING ON THE DENSE TO VERY DENSE INSITU SOILS AN
ALLOWABLE SOIL BEARING PRESSURE OF 4,000 PSF MAY BE USED.
40.) SLAB-ON-GRADE FLOORS MAY BE SUPPORTED ON PROPERLY PLACED AND
COMPACTED STRUCTURAL FILL OR ON THE MEDIUM DENSE TO VERY DENSE
INSITU NATIVE SOILS FOLLOWING PREPARATION AS OUTLINED ABOVE. A
CAPILLARY BREAK/DRAINAGE LAYER CONSISTING OF SIX INCHES OF PEA
GRAVEL, OR CLEAN CRUSHED ROCK SHOULD BE PLACED BELOW THE FLOOR
SLAB. THE CAPILLARY BREAK MATERIAL SHOULD CONTAIN LESS THAN 1.0%
MATERIAL PASSING A U.S. NO. 200 SIEVE AND LESS THAN 4.0% MATERIAL
PASSING U.S. NO. 10 SIEVE. A VISQUEEN VAPOR BARRIER HAVING A MINIMUM
THICKNESS OF 6-MILS SHOULD BE PLACED BETWEEN THE CAPILLARY BREAK
AND THE FLOOR SLAB. ALKAI UNDERSTANDS THAT A SAND CUSHION BETWEEN
THE VAPOR BARRIER AND THE BASE OF THE SLAB MAY IMPROVE THE CURING
OF THE SLAB CONCRETE. IF A SAND CUSHION IS PLACED BETWEEN THE
CAPILLARY BREAK MATERIAL OR THE VAPOR BARRIER AND THE SLAB, IT
SHOULD NOT CONTAIN FREE MOISTURE WHEN THE SLAB IS CONSTRUCTED.
EXCESS MOISTURE IN THE CUSHION COULD CAUSE IMPERVIOUS FLOOR
COVERINGS TO BUBBLE.
41.) AS A PRELIMINARY GUIDELINE FOR TEMPORARY CUTS LESS THAN 10 FEET IN
HEIGHT, TEMPORARY SLOPES SHOULD BE MADE NO STEEPER THAN 1H:1V FOR
THE DENSE TO VERY DENSE GLACIAL TILL AND NO STEEPER THAN 2H:1V IN
MEDIUM DENSE SOILS OR STRUCTURAL FILL PLACED AND COMPACTED AS
OUTLINED ABOVE. FOR TEMPORARY CUT SLOPES IN LOOSE MATERIALS OR
OVER 10 FEET IN HEIGHT, IT IS RECOMMENDED THAT TEMPORARY SLOPES ARE
NO STEEPER THAN 2H:1V FOR THE FULL HEIGHT OF THE CUT. TEMPORARY
SLOPES OR EXCAVATIONS SHOULD BE BENCHED AS REQUIRED BY SAFETY
REGULATIONS IN EFFECT AT THE TIME OF CONSTRUCTION. THESE
TEMPORARY SLOPE RECOMMENDATIONS ARE FOR NATIVE SOILS AND FILL
MATERIALS; FLATTER SLOPES MAY BE REQUIRED IN WET WEATHER OR IF SOIL
CONDITIONS OTHER THAN THOSE PREVIOUSLY DESCRIBED ARE
ENCOUNTERED. THE CONTRACTOR SHOULD BE AWARE THAT SLOPE HEIGHT,
SLOPE INCLINATION, AND EXCAVATION DEPTHS (INCLUDING UTILITY TRENCH
EXCAVATIONS) SHOULD IN NO CASE EXCEED THOSE SPECIFIED IN LOCAL,
STATE, OR FEDERAL SAFETY REGULATIONS; E.G. OSHA HEALTH AND SAFETY
STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926, C)R SUCCESSOR
REGULATIONS. SUCH REGULATIONS ARE STRICTLY ENFORCED AND, IF NOT
FOLLOWED, THE OWNER, THE CONTRACTOR, OR THE EARTHWORK OR UTILITY
SUBCONTRACTORS COULD BE LIABLE FOR SUBSTANTIAL PENALTIES. THE
CONTRACTOR SHOULD BE MADE RESPONSIBLE FOR THE STABILITY OF ALL
EXCAVATIONS AND SLOPES DURING CONSTRUCTION BECAUSE HE IS
CONTINUALLY ON SITE AND CAN OBSERVE THE STABILITY OF THE EXPOSED
SOILS. IN ADDITION, THE CONTRACTOR SHOULD BE PREPARED TO SHORE ANY
UNSTABLE SLOPE AREA AND PROVIDE SHORING AS REQUIRED BY LOCAL,
STATE, OR FEDERAL LAWS OR CODES.
42 ) IN A DISTURBED CONDITION * SITE SOILS MAY BE EASILY ERODED
CHANNELIZED WATER OR SHEET FLOW STORM RUNOFF. THEREFORE, IT IS
RECOMMENDED THAT ALL SITE PREPARATION AND EXCAVATION WORK BE
COMPLETED DURING THE NORMALLY DRIER PORTION OF THE YEAR. DURING
PERIODS OF HEAVY RAINFALL, DITCHING SHOULD BE USED TO DIVERT WATER
AWAY FROM STRIPPED AREAS AND VISQUEEN SHOULD BE USED TO COVER THE
SLOPES AND SOIL STOCKPILES TO AID IN PREVENTING EXCESSIVE SURFACE
EROSION. THIS COVERING ALSO AIDS IN PREVENTING INFILTRATION OF WATER
INTO THE UNPROTECTED SOILS. ALL DISTURBED SOIL AREAS AND SLOPES
SHOULD BE REPLANTED WITH FAST-GROWING, DEEP-ROOTED GRASS, SHRUBS
AND OTHER GROUND COVER AS SOON AFTER FINAL GRADING AS POSSIBLE. IF
THE VEGETATION IS NOT FULLY ESTABLISHED PRIOR TO THE ON SET OF WET
WEATHER, THE SLOPES SHOULD BE COVERED WITH VISQUEEN TO AID IN
PREVENTING EXCESSIVE EROSION AND WATER INFILTRATION.
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V ON—SITE WASTEWATER PLANS `ry
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0 -i o eo IVED
TAX PARCEL # 947-400-035 SAILS APPLICATION, INC.
$ o ED
vo 0 863 CARLSBORG ROAD, SUITE A,
�, o CONVENTIONAL GRAVITY SYSTEM FOR SEQUIM, WA 98382
.� . j AQUACULTURE SYSTEMS, INC.
PH (360) 683-6300 FAX (360) 683-5652
Jefferson County
Environmental Health
0 BUILDER STATEMENT •
The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that
they will be assuming the responsibility of the General Contractor for the proposed project.
Signature: «G�.'u7 *ICI/44-f�`e _ Date: .2. 3 .--,9
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
( ) ( )
MAILING ADDRESS: EMAIL:
CONTRACTOR'S LICENSE WAINS
NUMBER: NUMBER
ARCHITECT/ENGINEER: PHONE ( ) FAX: ( )
MAILING ADDRESS: EMAIL
Project Type: i ., Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
irNew j ivlt,t.9!,(44L Wood Existing: ❑ Sewer
❑ Addition 0 Steel Proposed: Bank Height: Ll Community System
❑ Alteration/Remodel ❑ Concrete Total: ❑ Individual System
❑ Repair 0 Masonry SEP Permit# _
❑ Demolition 0 Other: Bedrooms: Water Supply:
Existing: Setback: ❑ Private well I I Two Party
Type of Heat: Proposed: 0 Public
Total: Name of System: _
If this is a Commercial Proiect you must answer the following:
Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces:
Number of occupants(includes owners,tenants, employees,etc) Current Proposed
IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No
If this is a Propane Tank and/or Appliance Installation permit, mark all items below that apply:
❑ Underground Tank U Above ground Tank Size of Propane Tank:
O Heat Stove I 1 Cook Stove I 1 Woodstove t I Fireplace Insert H I Hot Water Tank I I Pellet Stove L I Other _
Is this appliance being installed in a Manufactured/Mobile Home? Yes / No
When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property
lines, tank location and size, distances from the propane tank to all property lines, buildings and septic system components,
including the reserve area.
Square Footage Current Proposed For Office Use Only Amount Revision
Main Floor Heated EH Bld App Review: MIrAO fO-4 f
2nd Floor Heated Consistency Review: nntAoe-4,6
Other Heated Base fee: 38 r13
Mezzanine Additional Section: --___-
Heated Basement Plan Check fee: 35. 1 I
Unheated Basement State Surcharge fee: 1
Other Unheated Pot Water Review fee:
Garage/Carport SUBTOTAL (0
Decks 911/Rd Approach fee:
Other __
L° ?�/!�t/Il //j� ,,��,, ._..TOTAL: $
Receipt Number: 8S/
•
•
Cash/,Check Number: 073 2
ESTIMATED COST(REQUIRED) Date:
•Fair market value of all labor and materials foundation to finish _ Q'/'I.f),6
T ,O0:3 Initials: !i r
_.__ __
G:\PermitCenter\FOt1S\DRD
FORMS\Master Permit Application 12-30-05.dcx
��. oN cod. JEFFERS•COUNTY • - T
'.a DEPARTMENT OF COMMUNITY DEVELOPMENT
r '4 621 Sheridan Street • Port Townsend •Washington 98368
360/379-4450 • 360/379-4451 Fax r E E - I
,q , www.co.jefferson.wa.us/commdevelopment 1
.arbie
Master Permit Application MLA: O Ca " i ;
r ;
Proje t Description (include separate sheets as necessary):
•
el'4leiir.7 U/1114/
Property
Tax Parcel Number: -1 ( /r J,(;¢ocyci j Lit Size: 1 &_..s 47 (acres/square feet)
Site Address and/or Directions to Property: 2.L/2- Ji //its 42 /je1 Tu', °i Sr',t, °.j
Property Owner(s)of Record: Tt fL t1, i/ c'/J r . ' a f t e e, .•t ... Nie/C ��l i, t J , i
Telephone:3O 6rf/ -3 9/c.6 Fax: 360- S'5-?,j''9 email: i It S 6.Fter.% .ems`
Mailing Address: P,� A by y/"/ ,v7(„,;1.1 1,(...//1 93's ye.
Applicant/Agent(if different from owner):
Telephone: Fax: email:
Mailing Address:
What kind of Permit?(Check each box that applies)
,l Building r�.P i/,AJM-9 U"13 f/ ❑Variance(Minor, Major or Reasonable Economic Use)
❑ Demolition Permit ❑ Conditional Use[C(a),C(d),or C]**
❑ Single Family ❑ Discretionary"D"or Unnamed Use Classification
❑ Garage Attached/Detached ❑ Special Use(Essential Public Facilities)**
❑ Manufactured Home ❑ Boundary Line Adjustment
❑ Modular ❑ Short Plat**
❑ Commercial* ❑ Binding Site Plan**
❑ Change of Use ❑ Long Plat**
❑ Address ❑ Road Approach ❑ Planned Rural Residential Development(PRRD)/Amendments**
❑ Propane ❑ Plat Vacation/Alteration**
❑ Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions'"`
❑ Stormwater Management ❑ Shoreline Management Substantial Development**
❑ Site Plan Approval Advance Determination (SPAAD)* ❑ Shoreline Management Variance
❑ Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment
❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment
❑ Forest Practices Act/Release of Six-Year Moratorium
*May require a Pre-Application Conference **Requires a Pre-Application Conference
Please identify any other local, state or federal permits required for this proposal, if known:
DESIGNATION OF AGENT
I hereby designate to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE Date:
By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of
his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent 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 its employees, representatives or agents for the sole purpose of application
review and any required later inspections.Access and right of entry to this property shall be requested and shall occur only during regular business
hours. �1 Z2(�'
Signature: ��u� � t`c°-1-c. Date: .2 3 " j
The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the
"Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit
has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)
even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-
transferable responsibility for adh ing to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below.
Signature: ,t..h/ G&,act--z,----7 Date: 2 3--
G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05.doc