1986, 11-04 Permit App: 87000156 Relocate Residence (THIS IS NOTA PERMIT)
BUILDING PERMIT APPLICATION WORKSHEET
PLEASE PRINT AND COMPLETE ONLY THOSE PARTS OF THE FORM YOU UNDERSTAND
COMPLETE IN INK
(Please return this original and your building plans to the Department of Building and Safety)
SHADED AREAS ARE FOR DEPARTMENTAL USE
Project Number .L1 `-
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Owner's Name LAST FIRST MI rip
Project Address(Street Name&Number) Zip
Applicant Address
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Contractor/Agent Address
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Contact License Number(Required) Business Phone
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Architect/Engineer Address
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Lender Address
City State I Zip Phone
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DEPARTMENTAL REVIEW
Approved Cond. Hold
J ��' ` Approval
Environmental Health Application# Y/T— !O
W.1101 College
Room 200
Age7-4-)e, .7171-v--1,-X-P4,- -/-go •
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N.721 Jefferson !!!!
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N.811 Jefferson r
Utilities
N.811 Jefferson
Plan Review/Fire Prevention
❑ N.811 Jefferson
Other(SEPA/CrItical Material/etc.)
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❑ Fast Track/Special Inspection Information
Project Representative 7 Phone
Address
I certify that I have examined this application and state that the information contained in it and submitted
by me or my agent to compile said application is true and correct.
Signature Date /1--- r— cf'‘
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Show on Site Plan: Additional Information: II I I I f
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Existing Structures Drainage Plan _
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Water Lines Shorelines 1 1 " ._
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Fences,Wells I I j ~- �
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Driveway(s) I
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Right of Way Width(s) I I - ii
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, ..� "'.I Type of units
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�, 'et ON.- Allowable application rate-..gal/sf/day '•.
SYSTEM
1. GENERAL 3
4 Number of bedrooms served
N Total wastewater loading--gpd 1360
00 t
tr Septic tankage recommend--gallons
;;-. Dosing volume--gallons 90
He65.e-77 4/et, Dosing tankage recommend--gallons 750 '
7, Se'ver"... + 2. ABSORPTION BEDS
/ Area required-s.f. 600
1.I 1 length--feet
Width--feet 30 /
Bed area--sq.ft. 600M
3. LATERALS
PEsor✓e 5Pa Pipe type--PVC
Lateral length--feetSCHED 40✓1
19.5v
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d).,,,d).,,, c� Lateral I.D.--inches 1.00
5 R...,../ I F, Orifice diameter--inches 3/16
9 Orifice spacing--feet 3.001/
Orifice discharge rate--gpm 0.594
Number of orifices per lateral--each ,Jy
-_-..' I 1 Lateral discharge rate 7
qm 4.13 J
I-- _---1 1 Total number of laterals--each 9'1
IInternal volume--gallons 7.90- /
- I I i Total bed discharge rate--gpm 37.17 �I
4. MANIFULDS rr
Pipe type--PVC SCHED 40V/�
L--I I Manifold length--feet 24'
Lateral spacing--feet
Type of feed 3.000Y
E.✓isr. .QES/OE.UCE I
--.4 Manifold diameter--inches 3.00
• r Internal volume--gallons 9.24 f
___ I Total network volume--gallons 17.14�
-1_ _J Number of exchanges per dose 5.25 l
N qaN G.✓ran, ��T -ee,r J$AgirAKt'5E ro r+• TRANSPORT PIPE
PggEe I Pipe type--FVC SCHED 40
1 Equivalent pipe length--feet 92��I
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October 7, 1987
Spokane County
Building and Safety
N. 811 Jefferson
Spokane, Wa.
To Whom it May Concern:
Although we, the undersigned, are not soil engineers ,
the house relocation project at E. 11518 20th Ave.
in Spokane, Wa. was placed on a foundation wall with
footings to the virgin soil as indicated by your
building inspector. Also, the observed crack in
the north wall of said foundation was caused by
premature backfilling and does not hinder the
integrity of the wall .
Craig O. acobs Dave Jewell
Owner Excavator
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