20104 88TH AVE W.PDF11111111 lill
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20104 88TH AVE W
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NOTICE:
-ra i .......... !!1 0. a --
..War tv
-N'o . shown on the attached
The information
map(s) was compiled for use by the CitY Of
Edmonds/ its Employees and Consultants.
Th,.�e City of 'Edmonds does, not. warrant the
t these
accuracy of anything set for. h on
rnap(s�. An . y person or entity *requesting a
copy should conduct an independent
inform-ation shown on
inquiry regarding th*e
tfie -map(s)., including, but not limited to,
the lociation of any sew-er stub shown. Suc
sewer stubs may or may- not e.xist. and may
or may not exist at the location shown
Neither the City of Edmo-nds nor its
emp-l-o-yee's 0,roffice-rs -shall be I-Jab-]--e for the
information given' on this rnap(s), nor for
presentation Provided based
any one re
upon*said map(s),
CITY OF EDMONDS
CIVIC CENTER — WATER -SEWER DEPARTMENT Call PRO8136ct 6-1107 when work
is ready for inspection. (No Inspec.
SIDE SEWER PERMIT tions Sat —day, Sunday Or holidays.) N2 3860
ADDRESS ------------------------------ 20.10.4 ... West
OWNER ......... R9t�@j�t ;��kipy ............................................................... ---------
Permission is granted October 30 ---- *"-* ------- * ...... * ----------- CONTRACTOR -----
. . ......................... ........ ..... 19.70 ... for ........................ clays to REPArR or CONNECT a side sewer
with City Sewers in accordance With aPplication on""f'ile and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE NO. 1—The owners Of the Property may obtain a Permit to Construct sewer Inside Property line. A licensed Side Sewer Contractor must
be employed to construct side sewer In street area. 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 side 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.
Nr -,No. 5--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-
I tenances except to insert the Pipe into the wye.
APPUCATION
The City of Edmonds STREET FILE for.
SrDE SEWER PERMT
C) NEW OONSTRUMON REPAIRS 0
owNmXa.b.o.�?T ........ ......................................
ADDREss.R.4V.�LY ........ Azel—:�...
EASEMENT No . ..................
/- W /� f
CONTRACTOR ...... PERMIT No..,�
LEGAL DESCRIPTION: LOT No. ......................... BLOCK No . ............................................
..............
NAME OF ADDITION IW.Aldol ------------- . .........................................
,44 A P I Al Ta Pt-,4T-
TA'a R 16 C 4 le C/ cl/ / � V,' 4- 1, AIt—:: / e, ,, �;--
/3 jE c c Rd C' F
14"t i'll 3
mceivED
OCT 3 0 1970
Approved:
......... By ---- --
------ �71d4 ...
-zip
33 0
0
SiMHOMISH UIALTH DISTRICT STREET FILE
Division of Sanitation
301.1 Rockefeller Ave., -ALpine 9-2061
Everett) Washington Date
Permit No.
APPLICATION FOR pM;$M To INSTALL OR RECQMTRUCT MAGE DISPOSAL - FACIMIES
Name 'Address 4,
Address of Proposed site (6) 07 - 'e-�
,, d"4-
Legal Description:
Lot
Block
Addition
Type of use
No.
of becIrooms
Lot size LT 1� X, 6—
Septic tank Capacity_Zae) gallons. Disposal field length
Sanitarian's Sketch:
—7— --1-
51
42
I
-.44-3,33
IN
Remarks: In3 0
Date Inspected by
r
Installer
Apl=oval MaUed to Date
Rec - #-
SNOHOMISH HEALTH DISTRICT
301i Rockefeller Ave.
$57.'&0 fee for permit Everett., Washington Phone ALpine 9-2061
LOT APPROVAL SHEET
Tum. '4�e
AD71FSS
OF PROPOSED BUILDING
2df"Zt.) f-
DESCRIPTION: LOT OCK..9
BL .00 ADDITION 1),,P317of2AC 011'2--
OF USE & 5. NO. OF BEDROOMS__,.3 SIZE OF LOT_
S(11G"'C,E OF DRINKING WATER: PUBLIC SUPPLY k-"- PRIVATE WELL
A. SURFACE DRAIWIE
is disposal field site well drained?
2. Any water course (stream,, drainage ditch., etc.) through site 1JIdly
?
B. TOPOGRAPHY
i. Any heavy slopes in field area? lye
2. Will present topsoil in field area be removed or graded before field tiles are
instal -led? /yo
3. Will any fill material be used in the disposal field site?J/d If yes, how much
C. SOIL CONDITIONS
1. Has a hole at least 4 feet deep been dug in the disposal field area to determine
the type of soil present? &S
2. After hole is dug record the soil conditions at the following depths. (Record
as sazd, gravel., clay,, packed sand, loam., etc.)
12 inches
30 inches
18 inches 36 inches Q14.1a
24 inches 48 inches—Z44a
4. Any ground water encountered before reaching a depth of 4 feet?.AIf Boat
what depth?
D. WATER TEST
A simple water test will show how well this soil will drain or percolate water. To
perform this test:
1. Dig a hole at least 36 inches deep. Use a shovel or post hole digger --
size of hole makes no difference --only depth.
2. Fill hole with water. Now let all water run oult of hole. This soaks the
ground and wiU give a more accurate reading.
3. Again pour water in hole to a height of 12 inches from the bottom. Let
water run out until there is just 6 inches from bottom left in hole.
4. Note how many minutes it takes for this last 6 inches to seep away.
Record the time. Number of minutes for last 6 inches to seep awa-V__ZL__
5. Divide this time by 6 to obtain the rate per inch. .2-
6. Date water test was performed. �� !e�z
I hereby certify the above information to be correct and the above tests were per-
formed by me as prescribed. Signed
Address le43per2
NOTE: A septic tank permit is issued on the basis of the above information. If there
are any changes or alterations in the above stated soil conditions it may result in
the installation b-aing rejected at the time of inspection.