1997, 08-28 Permit App: 97006598 BreezewayPROJECT NUMBER=97006598
PROJECT NUMBER= 97006598
******
APPLICATION DATE= 08/28/97 PAGE= 01
APPLICATION DATE= 08/28/97 PAGE= 01
THIS IS NOT A PERMIT
******
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 312 N FARR RD
ADDRESS= SPOKANE WA 99206
PARCEL#= 45173.1004
PERMIT USE= BREEZEWAY OVER EXISTING SLAB 16 X 24
PLAT#=
BLOCK=
AREA=
# OF BLDGS=
OWNER=
STREET=
ADDRESS=
001835
11
PLAT NAME=
LOT=
F/A=
# DWELLINGS=
BIEBER, WILLIAM
312 N FARR RD
SPOKANE WA 99206
OPP.TR. 1-354
2 ZONE= UR -3.5
A WIDTH=
1 WATER DIST
CONTACT NAME= TIM
BUILDING SETBACKS: FRONT= 130 LEFT= 16
DIST#=
DEPTH=
= MOAB
F
R/W= 40
PHONE= 509 922 4862
PHONE NUMBER= 509 922 4862
RIGHT= NA REAR= NA
****************************** REVIEW INFORMATION *****************************
DEPARTMENT
BUILDING
COMMENTS:
BUILDING
COMMENTS:
HEALTHDIST
COMMENTS:
REVIEW REQUIREMENT
PLAN REVIEW REQUIRED
SETBACK REVIEW REQUIRED
INCREASE IN LOT COVERAGE
est. 0-s/
97
******************************* BUILDING PERMIT *******************************
CONTRACTOR= OWNER
NEW=
DWELL UNITS=
BLDG W X D =
REQ PARKING=
REMODEL=
1 OCCUP. LD=
16 X 25 SQ FT=
#HANDICAP=
DESCRIPTION GROUP TYPE
or.
ROOF COVER R-3 VN
PHONE=
ADDITION= X CHANGE OF USE=
BLDG HGT= STORIES=
375 SPRINKLER= N
CRITICAL MAT= N
SQ FT
VALUATION
375 1687.00
9
PROJECT NUMBER= 97006598 APPLICATION
ITEM DESCRIPTION
DATE= 08/28/97 PAGE= 02
QUANTITY FEE AMOUNT
RESIDENTIAL VALUATION Y 55.00
RESIDENTIAL SURCHARGE Y 12.10
STATE SURCHARGE Y 4.50
PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING
BUILDING PERMIT 71.60 .00 71.60
71.60
PROCESSED BY: BURRIS, ROBIN
PRINTED BY: JOHN LARSON
.00 71.60
******************************** THANK YOU ************************************
AUG -27-1997 14:27
7
4
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26
Al e-
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Sewola system designed
far a bedrooms only.
4 3/� ,i 4),L • 4
TOTAL P.01
Please make sure that the following items are shown on
the proposed plot plan:
o 1. Direction NORTH
a 2. General topography (slope) and drainage
characteristics
o 3. Roads and driveways
O 4. AM surface water
❑ 5. Cuts and banks
❑ 6. Property lines and boundaries
o 7. Existing and proposed buildings
❑ 8. Easements (utility, drainage, etc.)
❑ 9. Wells and water lines (existing and
proposed)
❑ 10. Any neighboring wells closer than 100 feet
to your property line
❑ 11. Proposed and existing septic system and
100% replacement area.
O 12. Dimensions/locations of all items
o 13. Location of approved testholes
ITEMS TO CONSIDER:
1. Disposal system needs to be located with easy access for
pumping the tank and maintaining the drainfield.
2. Perforated drainfield pipe shall be at least:
a. 5 feet from property lines and easements
b. 10 feet from buildings and water lines
c. 100 feet from any source of water which includes
wells, springs. ponds. streams.
3. Draintield shall consist of at least two laterals or runs of
perforated pipe.
4. There must not be more than 100 feet of drainfield pipe per
lateral or run.
5. All perforated drainfield pipe shall be Installed level. or drop
no more than one inch per 100 feet. Ends must be
connected if possible.
6. Do not place drainfield pipe under area where vehicles pass
or large animals stay.
7. Watertight pipe shall extend at least 4 feet from the septic
tank to the edge of the drainfield trench or Ieachbed.
8. The perforated drainfield pipe must be at least 4 inches lower
than the watertight pipe leading out of the septic tank.
9. The septic tank shall be at least 5 feet from any structure or
property line.
10. If you are installing your own system. please pick up a copy
of the RULES AND REGULATIONS FOR ON-SITE SEWAGE
DISPOSAL SYSTEMS FOR SPOKANE COUNTY.
Spokane County Health District
Environmental Health Division
Room 402, West 1101- College Avenue
Spokane, WA 99201 324-1560
b 0 "
APPROVALS by Spokane
County Health District:
O Drainfield feet
O Leachbed sq.feet
O Trench width• inches
O Maximum trench depth
O Minimum trench depth
U Cap fa1 inches of cover
O Total gravel required under the
perforated pipe: inches
O Five gallons of water are
required for 'D" Box
inspection.
Comments:
DIRECTIONS TO SITE: -
I. Is the property size the same as shown on the Assessors
map or plat map? Oyes Ono
2. If Dot, wbat land use =ice bas or will take place?
3. Has Ibis land use action (certificate of exemption,
aggregation, segregation, etc.) been filed with the
Assessors office? Oyes ONo
Signature of owner_
Designer —
_ Date
LW APPL.#:
SITE ADDRESS:
CONVENTIONAL
Call (509) 324-1560 for
inspection before covering.
If you cannot instaU this
system according to this
approved plan, you must call
the office at (509) 32a-1560
to discuss BEFORE THE
INSTALLATION.
Signature
Date
TRENCH CROSS SECTION
• TOPSOIL 12-24"
ROUND SURFACE
SIMS= e,
N OM CRAM
na�cY.m+mr
WOWS p
1
•
a+CHES
111.0.011 ww1
rs ttnttErIc "ot+:
4 INCH PERFORA1ED
DRAIN PIPE. DRAINHOLES
FACED DOWNWARD. ON
CENIFR•
• For teachbed, see map view 4or piping detail.
NOTE: All gravel must be % to 2% -inch diameter washed gravel
Site Plan
1,
/01
NI
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4
1
-
., ,
4DRESS /.7
ZONE'
'
FRONT; IAI FLAN
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4
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INCLUDE THE FOLLOWING:
❑ All roadways, driveways & easments
❑ Distances from center of roads, right of ways,
private roads & property lines
O All existing & proposed buildings
❑ Underground utilities
❑ North arrow
O Septic tanks & wells