20139 88TH AVE W.PDF11111111 lill
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20139 88TH AVE W
NOTICE:
W* y ... o
N'o... a r-r a
The -information"shown on the attached
map(s) was cOm. piled for use by the CitY Of
Edmondsi its Employees and Consultants.
Th,.�e City of �Edrnqncls does. not. warrant the
accuracy of anything set for.th on these
rnap(s�. An . y person or entity a
copy should conduct an -independent
inquiry regarding the information shown on
_.__t5e -map(s),, including, but not limited to,
the lotation of any sew-er stub shown. Suc
sewer stubs may or may, not e.xlst. and may
at the location shown
or may not exist
Neither the City of Edmonds nor its
empl-oyee's o*r office-rs -sh-al-I be 1--iab-[e for the
information giVen* on this map(s), nor for
presentation provided based
any one re
upon . said.r-nap(s)o
CITY OF EDMONDS Call PROsPeCt 6-1-107 whe' "k
CIVIC CENTER — WATER -SEWER DEPARTMENT is ready for inspection- (NO InsPec N2 3365
tions, Saturday, Sunday or bolidaws.)
SIDE SEWER PERMIT
20;09�.- -------------------------------------------------
ADDRESS -------------- �q?�O sani Safe ...........................
OWNER--------- w�r --- ............................................ CONTRACTOR -----------------------------------------------------
Permission is granted ------------------ Appjp:� ... ;k ..... jq..§�9-, for --------- ....... ...... days to REPAIR or CONNECT a side sewer
with City Sewers in accordance with application on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING: permit to construct sewer inside property line. A licensed Side Sewer Contractor must
NOTE No. 1—The owners of the property may obtain a' et area. Do not cover any portion of sewer before it has been inspected.
be employed to construct side sewer in stre
—Obtain full information regarding ordinance 11.16.030 and Regulations governing side sewers when You get permit.
NOTE No. 2 roperty line and 12 inches inside Property line; minimum grade of 2%
NOTE No. 3—Top, of side sewer must have at least 30 inches coverage at P
No bends in grade sharper than % will be permitted. Contractors shall be responsible for
NOTE No. 4—Tre, ches in street must be water settled and surface of street restored to original condition.
n develop within one year of completion.
failure due to improper work which may t, or to do any work on the main sewer or its appur
NOTE No. 6--it is unlawful to alter Or do any other work than is provided for in the permi
tenances except to insert the pipe into the wye.
APPLICATION
for
The City of Edmonds SEDE SEVMR F
NEW CONSTRUCTION ��LPAIRS El EASEMENT No . ..........................................
4-- / -D 16 1
OWNER ......
.................... CONTRACTOR ........... ; u MI
..................................... ... P R T No.
ADDRESS -240Jl-.3Y ........
......... LEGAL DESCRIPTION: LOT No . ..............................................
BLOCK No . ............................................
NAMEOF ADDITION ..........................................................................................................................................
)fT- 6-3 — Yt- rj -/ I,— "4��, 1� el —
AppRo VED
A U G 1 1969
- .2 C9 �-- 6' &,) . ....... * ..................
Approved:
DATE............................ . ................... By ............ . ...................
STREET
CITY OF EDMONDS FILE
DEPARTMENT OF PUBLIC WORKS
250 Fifth Avenue North, Edmonds, Washington
SEPTIC TANK INSTALLATION PLAN
(Submit in Triplicate)
g 7
ADDRESS OF PROPERTY .... .............. ... �. W --- 0 ............ Lot No .......... . ....... Permit No-5 ......
Owner ----- j9altl .. 1C1d11th_�.AA1 ...... Address.'Pae& ... PhoneA,26.-26�Z0
B u i I d e r allIVE 149all-14 6 Address ... .......... #4 ............... Phone ...... d . ,
Designerf
Address 45;�P/I?y ......... PhoneIV —//;/7
W/Amr
Installer- Address-OW/g;'� , �////p ... Xf .... 11,41 Phone._loV.,?
I hereby certify the accompanying drawing is an accurate representation of the system installed at the listed
address. I also certify all recommendations and restrictions (concerning plumbing stub elevations, maintenance of
grades, fills, Surface drains, etc.) listed by me on my sewape disposal system permit application dated ................
. ....... .... ........ ................... have been complied with.
REID, MIDDLETON & ASSOCIATES
Rand Surveyors.
.... .... . .
V4 Main St PR 8-1 1 7j Date
114igna4ture of �Desiiggg_mr
TO BE FILLED IN BY CITY ENGINEER ONLY
7 Date.
Accepted ----------
Not Accepted .. ...... ... ... ... .. ...... ......... . ... Date.
1-01
Signature of Sanitarian..
.... ...................................
Remarks: .......
......... ee-la .. .... ..................... ........................................................
INSTRUCTIONS: Use the reverse side of this form for the drawing. Use a scale which will permit the greatest
detail and still contain the entire site on one page.
ATTENTION HOME OWNER:
Your septic tank has limitations! It was designed and installed to care for an average -size family. Over-
luadiri,g the septic tank or disturbance of the drain -field may seriously impair satisfactory operation. Points to
remember:
1. Have your tank checked periodically to see if pumping is necessary (2V2-3 years).
2. Do not channel ground water, surface water, footing drains or downspouts into the tank or drainfield.
3. Do not excavate, fill, place a structure, driveway or. patio in, on, or over the drainfield.
4. Limit toilet fixture disposal to sanitary wastes and toilet tissue.
5. Detergents and bleaches used in normal household quantities will not harm the action of the septic tank and
disposal field.
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PLOT PLAN AND DRAINFIELD DESIGN FOR: DON FINNIGAN, P.O. Box 451, Edmonds, Wash PR 6-6;20
All of the West 125.00 feet of the SW 114, NW 114, SE 114., NW 114,
Section 19., T27N, R4E., W.M.
EXCEPT� the North 170.00 feet thereof and EXCEPT the West 30.0 feet
and the South 30.00 feet thereof for road. -
DATE: June 26, 1967
PERCOLATION TESTS— SOIL TOG DATA
No. Depth Rate L-1 Off-511 Topsoil
P-1 30 If 12.86 min/in 51,'-4711 $,andy Loan
P-2 30 6.50 min/in 4711 Hardpan
P-3 30 6.40 minlin
Average Rate: 8.59 min/in
Provide 432 aquare feet of trench area in two laterals o . f equal
length (36" X 72" long).
Note: Lot to be graded to drain away from house
/,-'0 A/&9 f�' FT 0,--- TW�IJICII 11VjY,
7-0 e-17-Y
REID, MIDDLETON & ASSOVATES
ConWhng Enginoers & Land Stin"m
A24 M* SL PR.8-1171
EDUCKK WASMUN
A-& ??a /57
0 0
CITY OF EDMONDS
6EPARTMENT OF PUBLIC WORKS
250 Fifth Avenue North, Edmonds, Washington
APPLICATION FOR A SEWAGE DISPOSAL SYSTEM PERMIT
(Submit 3 Copies)
Permit to be issued to:... ......... C . ) - 0 ...... V_ .. I - A-4 - V-4 - ............. --------
------- - ----- ----- - ----- --- ----
. X, .'."I
For installation at: (street address)., ......
.......................................................................................................
L-J I f L16 W--r. LJ ' (4, �Z W " 14
Addition or Subdivision ....... 1_� ... .. .03;7r.. Lot ................ Block ................
-r�
CD
Type of Building: New .... Existing ............ Single family residence .............. .- Number of* bedrooms .......................
Other: (specify type or use).-. ............... ................. __ ...... ...........................................................................................................
Builder.----
..................... Address -------- ple P.Jac) X ...... 4-751 ....
A A-50 C.Address.__B_'L4----
Designer. - el!S� I-P, - _Nli D. "A..A.Q ------ S--r_
Soil Log Hole No. 1 ----- L Lo
... ................... .......................................................... I., ...... I .................... ..................... ....................
SoilLog Hole No. 2 ....................... .......... ............................... ...... ----- -- ............................................. ..................
................................................................................................................................... ......................................................................
Elevation of Water Table, if encountered. (Distance from ground surface) ...... V...1 oll).'v .. ...........................................
Corrections to control surface water if needed... ..... -V—: ..........................................................................................
Specify if any removing or grading of topsoil in field area ..... ,I 1�� ........... �r.o ....
....................
1E1__X.F1 V-11c'. vsleat > .......... I_Q ..... A-.Q.y ....... G1. FZ 4. C? I - K,3 AG . ...... C..V= ..... --- CE�LD ...... Av,�r,-4-
Percolation:
Test Hole No. I —Average Rate ..... )!k.t .............
Test Hole No. 2 —Average Rate ------- 60 - 157
............................ I ..........
Test Hole No. 3 —Average Rate--.....G ...... 4 . .......... ............
Average percolation rate on wl�ich to base drain field design ...
Septic tank requirements based on present rules and regulations:
Septic Tank Size .... C).Q.P ......... gallons.
.. . (Fall in ininutes/inch-bottom 6" test hole)
......... (Fall in minutes/inch-bottom 6" test hole)
. ....... (Fall in minutes/inch-bottom 6" test hole)
....... ...... . Date Taken --- CIZ-014
Amount of Square Feet of Disposal Field A-,-3. /L
........ .................... Date... -7/S -5;W/4� 7 .............
Signature — Designer ........ y?
DO NOT WRITE BELOW THIS LINE (To be completed by Issuing Agency)
Permit issued (date) ........... July .. 2)R,_1967
........................... Permit Number ....... ?��3 ...............................
Remarks: --- APPROVED per revised design.
............ 3.r/7�_ C ................... .............. ----------- .......... ----------------------------------- .......
.............. S�VD.J.1;Q-T --- TO --- CITY ... IN.SPE.CT-I-ON..? ............................ ........ __ ........... ..................................................................
.. .. .... .... .... .... ...... .... . .....
SEWAGE DISPOSAL PERMIT
Septic Tank ........ 901 gals. No. 2.9.3 ..... .........
....-.v ------------ CITY OF EDMONDS
Disp. Field ........... �ia2 ......... sq. ft. Department of Pn*g "nee=g
Other-------------------------------------------------
Name .......... Don FinniRan
--------------------- — ----------------- ---------------------------------------- ................... ------------- ------------- ---- is hereby authorized to install/
repair sewage disposal system at
20139 — 88th Avenue 11es*
.............................................................................. !t_ .............. -------- _ -----------_-_-------- ....................................................................................
Date issued on ------- jq!Y ... ?A* --- 101G_
--------------------------------------
Permit expires one year from date of issue
DO NOT COVER BEFORE APPROVED BY DESIGNER OR SANITARIAN
I hereby certify this syst�m was installed under my supervision and control and complies with all provisions of the City
of Edmonds Resolutions.
Signature of Installer ............................................................................ Date ..................................
ApprovedDisapproved F-1 Date ---------------------------------------------------------------- By ----------------------------------------------------------------------------------
Remarks:
SANITARIANOR DESIGNER ------------------------------------------------------------------------------------------------ Date ----------------------------------------------------------
This permit shall be posted in a reasonably conspicuous place on the job until inspection has been completed.
, I
PLOT PLAN AND DRAINFIELD DESIGN FOR: DON FINNIGAN, P.O. Box 451, Edmonds, Wash PR 6-6926
S)
I-V e9 0-3-7 ole 'IeE
All of the West 125. 00 fe4t of the SW 114, VW 114, SE 114, M1 114,
Section 19., T2?N, R4EJ W.M.
EXCEPT the North 170.00 feet thereof and EXCEPT the West 30.0 feet
and the South 30.00 feet thereof for road.
DATE: June 26, 196?
PERCOLATION TESTS SOIL LOG DATA
No.
Depth
Rate
L-1 011-51' Topsoil
P-1
3011
12. 86
min/in
51,'-47'f Sandy Loam
P-2
30"
6.50
min/in
4711 - Hardpan
P-3
3011
6. 40
min/in
Average Rate: 8.59 min/in
Provide 432 aquare feet of trench area in two laterals of equal
length (36" X 72' long).
Note: Lot to be graded to drain away from house
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PLOT PLAN AND DRAINFIELD DESIGN FOR: DON FINNIGAN, P.O.
Box 451, Edrnonds, Wash PR 6-6920:
All of the West 125. 00 feet of the SW 114, VW 114, SE 114, NPI 114,
Section 19, T27N., NE., W.M.
EXCEPT the North 170. 00 feet thereof and EXCEPI' the West
30. 0 feet
and the South 30.00 feet thereof for road.
10
DATE: June 26, 196?
PERCOLATION TESTS SOIL LOG DATA
NO. Depth Rate L-1 Or'-511
To Soil
p
P- 1 30 12.86 min/in 511-4711
Sandy Loam
P-2 30 6.50 m.n/in 4711 -
Hardpan
P-3 30 6. 40 min/in
Average Rate: 8.59 min/in
Provide 432 equare feet of trench area in two laterals of
equal
length (36" X 72' long).
Note: Lot to be graded to drain away from house
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95"
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PLOT PLAN AND DRAINFIELD DESIGN FOR: DON FINNIGAN, P.O.
Box 451, Edmonds, Wash PR 6-6920
All of the West 125.00 feet of the SW 114, VW 114, 6E 114, Iff/ 1143
Section 19, T27N., NE, W.M.
EXCEPT the North 170.00 feet thereof and EXCEPT the West
30.0 feet
and the South 30.00 feet thereof for -road.
DATE: June 26, 1967
PERCOLATION TESTS SOIL LOG DATA
No. Depth Rate L-1 Or'-511
Topsoiz
P-1 30 12.86 min/in 5)f-4?"
Sandy Loam
P-2 30 6.50 min/in 4711
Hardpan
P-3 3011 6.40 min/in
Average Rate: 8.59 min/in
Provide 432 square feet of trench area in two laterals of
equaZ
Zength (36" X 721 long).
Note: Lot to be graded to drain away from house
I M