20103 88TH AVE W.PDF111111111111
8453
20103 88TH AVE W
W,
4,
CITY OF EDMONDS
DEPARTMENT OF PUBLIC WORKS
250 Fifth Avenue North, Edmonds, Washington
APPLICATION FOR A SEWAGE DISPOSAL SYSTEM PERMIT
(Submit 3 Copies)
Permit to be issued to: ......... 47n,19 .........
................
For installation at: (street address) ....... ��/03
.... ........ ......................................
A) A: 7' �5to �ly Al aj
Addition or Subdivision..A)U,�.V_*'...5�4?! 45XC_ Lot ....... . ..... Block...-!!7� .....
Type of Building: New ----- X. Existing ............ Single family residence ......... __ --- Number of bedrooms ....... 9 ...............
Other: (specify type or use) .....
Builder ....... P-ow ........ ------ .__Address ..... . R_0�_a.o'k'
- -------_-__-
Designer., Fe"'I'l 0, 4 145 5 0, C ........... Address. - _370.�/ --- ...................
4, - r-
Soil Log Hole No. 1 ------- 4�777Z? .......... ... ... ..
......... 3-13. ......... . A,
----- --------------------------------------- ----_--------- -------------------------------------- ............................................
"_7."7 - ? 7.
Soil Log Hole No. 2 --- 147 ........ - ---------- 7.1,
, / ........ ...... . . . .....................
................
--- ............................................... ............................................ ....................................
Elevation of Water Table, if encountered. (Distance from ground surface) ....... A/a ev C . .......................................
Corrections to control surface water if needed ............. 4'.j.0 F . ........................................ ..............................................
......................................................................................................... ......................................... ......................................................
Specify if any removing or grading of topsoil in field area-.. 4�cz ...... ��o ..... 1_�e .....
------- ev,v . ...... .42 ...........................
Percolation:
Test Hole No. I —Average Rate ....... ............... (Fall in ininutes/inch-bottom 6" test hole)
Test Hole No. 2—Average Rate ..... q�,Z7 .....................
Test Hole No. 3—Average Rate... ... el._16 -------_----- .- _
Average Percolation rate on which to base drain field design ...
Septic tank requirements based on present rules and regulations:
Septic Tank Size. � ..... gallons.
......... (Fall in ininutes/inch-bottom 6" test hole)
. ....... (Fall in minutes/inch-bottoni 6" test hole)
................. . Date Taken_(�;/Z-9/67
Amount of Square Feet of Disposal Field 4��-6_
i7_' -_ "' "' - 'P * ... . ... *
Signature — Designer ......... o4g::�" � ...................... ...... . Date..7�/7 ...................
DO NOT WRITE BELOW THIS LINE (To be completed by ISSUing Agency)
Permit issued (date).. ... ..... J.uly --- 28,...19.67 ......... _ ........... Permit Number ....... 2.92 ...............................
Remarks: ....... design. SUBJECT TO CITY INSPECTION.
.......... .......... ............................... 11 ......... ............................................. .....................
SEWAGE DISPOSAL PERMIT
Septic Tank ...... 9CO --------------- gals. CITY OF EDMONDS No. . .........
Disp. Field --------- U'S ........... sq. ft. Department of gUh1#1(WWk3C
Enginedring
Other---------------------------------------------
Name ------------------------------ DOTI- Tinnig-an ----------------------- ------------------- V -------------------- *— ---------------------------- is hereby authorized to install/
repair sewage disposal system at
20103, 8Bth Avehue West ..........................
................. .......... ........................................................................... ... I ---------- I ------------- .......................................................
Date issued on ------- July --- 2-5.,190 --------------------------------------
Permit expires one year from date of issue
DO NOT COVER BEFORE APPROVED BY DESIGNER OR SANITARIAN
I hereby certify this system was installed under my supervision and control and complies with all provisions of the City
of Edmonds Resolutions.
Signatureof Installer --------- ------------ ----------------------------------------------------- Date ----------------------------------
ApprovedE] Disapproved F-1 Date ---------------------------------------------------------------- By ----------------------------------------------------------------------------------
Remarks: ---------------------------------------------------------------- ............................... ........... -----------------------------------------------------------------------------------------------------
SANITARIANOR DESIGNER ------------------------------------------------------------------------------------------------ Date ----------------------------------------------------------
This pern-dt shall be posted in a reasonably conspicuous place on the job until inspection has been completed.
CITY ENGINEER
CITY OF EDMONDS
1, as a builder of a certain house located at 20103 , 88th
Avenue West, and fully realizing that a deficiency of 9%, more or
less, in drainfield area exists for said house, do hereby agree to
accept any and all responsibility for maintenance and/or repair made
necessary due to said deficiency.
r ---Icn
Don Finnigan
M,7f,03'
F�DA 7-./
El
4f
IN
—,o
.2 0 AV
NI!
IX-ISTIM5 som
7o�,VX,hAlP
. '70
*wr -,-
TO Sl-,?_FE 1,6 —,2e #,A,-Prp
10',07o IMAF, -�
I TImplv7Y IIAI---
-14 A VE
CITY OF EDMONDS
CIVIC CENTER — WATER -SEWER DEPARTMENT Call PROSPect 6-1107 when woz*
is ready for inspection. (No lospm-
SIDESEWER PERMIT t'ons SatuPdaY, Sunday or holidays.) N2 3395
ADDRESS -------------- 2-0_10_3 ... ..... 8-8th ... Ave-n.ue ... Wes-t .......
OWNER ----------------- Roger --- R.-McClelland ......................... CONTRACTOR ........... owner
Permission is granted ------------- Migus-t-2Q ........ 19--6.9., 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 FOELOWING:
be employed to construct side sewer in street axea. t
NOTE No. 1—Tbe owners of the property may obtain a permit to construct sewer inside Proper y line. A licensed Side Sewer Contractor must
Do not cover any portion of sewer before it has been inspected.
NOTE No. 2—Obtain full information regarding Ordinance 11.16.030 and Regulations governing Bide sewers when YOU get permit.
NOTE No. 3—Top of side sewer must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2%.
No bends in grade sharper than % will be permitted.
NOTE No. 4—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for
failure due to improper work which may develop within one year of completion.
NOTE No. S—It is unlawful to alter or do any other work than is Provided for in the permit, or to do any work on the main sewer or Its appur-
tenanees except to Insert the pipe Into the wye.
jp.
0
%r- /0-T
STREET FILE
CITY OF EDMONDS
DEPARTMENT OF PUBLIC WORKS
250 Fifth Avenue North, Edmonds, Washington
SEPTIC TANK INSTALLATION PLAN
(Subnat in Triplicate)
ADDRESS OF PROPERTY ..... ?0.1.0,3� .... .. ..... Lot No....7 . . . ........ Permit No..29:9� .....
........ .. .... .. ..
Owner. -POW ----- Z:1WVZ9A)J .. ..... ...... Address.._?o ---
. .......... PhoneRR4 ...
J4 ke le
Builder..Aff/WeR., 4AP9116 . .... . . ........... Address ---------------------- ..................................... Phone ........................
j
J01- t
C, Address.'
Designer 406"p, Appic-rot/ AX-0 -em ......... ------ PhoneAP,6:1171
4 -,
Installer OF14y*ld'p- t/0&. . _,PR_oR - ------ Address.] 711 � - 111p01P Wk /Phone..749/f�-fj&f
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 scv%,a,-,c disposal system permit appl'catio , dat d ----- -----
. ....... .... ............ ......... _ ......... have been complied with.) ezccow
-AY/.n 7,
REA MIDDLETON & AS S
1
CDnsulting Fngineers & Laifli ... ..... ....................................................... . .
d-# ........ ... . ...
1 8 1� ature o Designer Date
324 Main St. PR 8-11
LUMM)b, WA.1jF11HGi U fill
TO BE FILLED IN BY CITY ENGINEER ONLY
".7Accepted ................................... ...................... Date....
Not Accepted ............................
........... Pate'
Signature of Sanitarian ......... 4 A ...... ...... ... ........................... .......
4
Remarks:.. ... .. ..... ......
...............
.. . .....................
A�' ----------- ............................... .....................................................................................
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-
loading the septic tank or disturbance of the drain -field inay seriously impair satisfactory operation. Points to
remember:
1. Have your tank checked periodically to see if pumping is necessary (2y2-3 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.
NOTICE:
N'0..W-a I'i',.r a n
ation 'shown on the attached
The inform
map(s) W3S compiled for use by the City Of
Edmonds.; its Employees and Consultants.
Th,.e City of Edmonds does. not. wa rra nt the
accuracy of anything set for.th on these
Map(s�. An . y person or entitY,requesting a
copy should conduct an independent
inquiry re I garding the information shown on
�.__t5e -map(s),, including,, but not limited to,
the lociation 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 Edmoinds nor its
empJo*yee*s o*r offi-ce-rs -shatl be 1-Ja-b-1--e for the
information give-h c)n this map(s), nor for
any one representation provided based
u pon . said map(S)o
W
F-M
0
to
1�fl`o
4
W
a
7'
PL PLAN A DRAINFIELD DESIGN FOR: DON IGAN, P.O. Box 451, Edmonds, V
dy, _A
1-41 _,0e-tcr I pt I on, _ Tract D. A I I of the West :1 80.�00 f eet of the North 80. 00
feelt of the SW 1/40 NW 1/4, SE 1/4, NW 1/4, Section 19, T27N, R4E, W.M. EXCEPT
th I'West 30.00 feet thereof for road.
Jul� 24, 1967 Scale: 1" 20.001
PUMLATION TESTS SOIL LOG DATA
Nci_ Repth Rate L-1 011-3tt Topsoil
-Sandy Loam
P- I� 30" 6.3 min/in. 3"-33"
33ft Hardpan
3011 9.5 min/in.
L-�2 0!1-3t? Topsoil
P
3011 6.8 min/in. 3"-37" Sandy Loam
37 "-5 2-" Sand & Tr.Cl.
Av,;,,rage Rate: 7.5 min/in.
Provide 435 sq. ft. trench area in two laterals of equal length
(3�511 X 731 long).
No*rE: Lot to be graded to drain away from
hoqse.
J07 ��),F7 T1eE:A1(-Y IAI LATEI?AL; A�
A ( C 0,',f /- -- 7- T11-he )
t- r-A � j_,-,
R�,,'D, MIDDLETON & ASSOC!"'
Cons-,-Itinq Er.qineers - Lcnd c1-u:-vo,/vm
9-4- 1 A! N1 ST.
File No. 3305
F5, 228P.52
Sh. 3 of 3
'It
0
tP
C)
5 le>?-. r
10
r
lb
L -'1 01
L
4 � I
J0
PLOT PLAN & DRAINFIELD DESIGN F26
DON FINNIGAN, P.O. Box 451,
Eands, Wash.
Le2al Description:
Tract D. All
of the West
180.00 feet of the North 80.00
feet of the SW 1/4,
NW 1/4, SE 1/4,
NW 1/4, Section 19, T27N, R4E, W.M. EXCEPT
-the West 30.00 feet
thereof for road.
July 24, 1967
Scale: I" =
20.001
PERCOLATION TESTS
SOIL LOG DATA_
No. Depth
Rate
L-1 011-31t
Topsoil
P-1 3011
6.3 min/in.
3"-33"
Sandy Loam
33t'
Hardpan
P-2 3011
9.5 min/in.
L-2 011-311
Topsoil
P-3 30't
6.8 min/in.
3"-37"
Sandy Loam
37"-52"
Sand & Tr.Cl.
Avprage Rate: 7.5
min/in.
Provide 435 sq. ft.
trench area in
two.-I-aterals
of equal length
(36? X 731 long).
NO TE: Lot to be graded to drain away from
house.
0
a
�;roinc,.-n,3 Lam,
A
File No. .3305
R3 228P.52
Sh. 3 of 3
0
tP
Is: 1 -0
L
';5e'W
80f
0 Y
3
�0
L -'I
M
0
Ix-6(p
I
PLOT PLAN & DRAINFIELD DESIGN FOA DON FINNIGAN, P.O. Box 45i Ejftnds, Wash.
Legal Descri - ption; Tract D. Al I of the West 180.00 feet of the North 80.00
feet bf the SW 1/4, NW 1/4, SE 1/4, NW 1/4, Sectiop 19, T27N, R4E, W.M. EXCEPT
the West 30.00 feet thereof for road.
July 24,1967
Scale: I" = 20.00'
PERCOLATION TESTS
SOIL LOG DATA
No. Depth
Rate
L-I 011-311
Topsoil
P-1 30"
6.3 min/in.
311-3311
Sandy Loam
33"
Hardpan
P-2 3011
9.5 min/in.
L-2 011-31'
Topsoil
P-3 30't
6.8 min/in.
311-3711
Sandy Loam
3711-52"
Sand & Tr.Cl.
Average Rate: 7.5
min/in.
P rovide 435 sq. ft.
trench area in two. -,laterals
of equal length
(3611 X 731 long).
NOTE: Lot to be graded to drain away from
house.
P" t-!UDU-�TOM 6-P
0
File No. 3305
Fla 228P.52
Sh. 3 of 3
0
K)
C
if
Lo
L
C7p_l
PI L I T E: V
1 80'
UL_ - r'!
(1) P - -_,�
00
- O'co
PLOT PLAN & DRA I NF I ELD DES I GN FOFAM DON F I NN I GAN, P. 0. Box 451 , . E�jknds, Wash
1W MW
Legal Description: Tract D. A I I of the West 180. 00 f eet of the North 80. 00
feet of the SW 1/4, NW 1/4, SE A/4, NW 1/4, Section 19, T27N, ME, W.M. EXCEPT
the West 30.00 feet thereof for road.
July 24, 1967 Scale: I" = 20.00t.
0
PERCOLATION TEST-S SOIL LOG DATA
No. Depth Rate L-1 011-311 Topsoil
P-1 30" 6.3 min/in. Y-33" Sandy Loam
3311 Hardpan
P-2 3011 9.5 min/in.
L-2 0!1-31? Topsoil
P-3 30" 6.8 min/in. Y-37" Sandy Loam
Average Rate: 7.5 min/in. 37"-52" Sand & Tr.Cl.
Provide 435 sq. tt. trench area in two. -laterals of equal length
(36" X 731 long).
-NOTE: Lot to be graded to drain away from
. house.
X_,
A V 4FV
j
'oe
File No. 3305
FLA 228P.52
Sh. 3 of 3