21014 74TH AVE W.PDF111111 lill 11
5875
21014 74TH AVE W
FOR,INSPECTION CALL
-eUBLIC 'WORKS DEPAMe-'"�T Permit N?
�,-$I.Dg .$EWER PERMIT 775-2525 Ext. '22-0� Issue Date
PERMIT MUST BE POSTED ON JOB MT77471
AW
Address of Construction --77ff /11(1/.
Property Legal Description (include all easements)
Ift..3. Single Family Residence J,-," Multi-Fam,ily No. of Units
LU Commercial
L
4 Owner and/or Builder //19 r-L<) 0 0 &L Ra C /I r, 4-2� -�� V V e C tf-
5. Contractor & License No.
CO 6. Invasion into City Right -of -Way: Noi-,�'Yes (If Yes Right-of-
way Construction Permit Required - Call Dial Dig (342-5344) before
excavation).
7. Cross other private property: Yes No&;'-�`Easement required -
attach legal description and county easement number.
READ THE FOLLOWING AND SIGN:
a. Property owners must obtain a permit to install side sewers on
their property. A licensed side sewer contractor must be employed to
construct side sewers in the public right-of-way.
b. The side sewer contractor assumes full reponsibility for each
installation for one year.
c. Commercial establishment requires a minimum of a six inch (6")
side sewer line.
d. Side sewers may not be installed closer than thirty inches (30")
to any structure. 0
e. Side sewer lines must 0 be laid at a minimum grade of 2% (1.15
and maximum grade of 100% (45 ). 0
f. No turn in side s8wer greater than 45 (1/8,bend) is 0 allowed
between cleanout. All 90 turns must be constructed of a 45 (1/8
bend) and wye with removable cap.
g. No down spouts, footing drains or floor drains can be connected
to side sewer system.
h. Pea gravel is required for bedding when installing sewer lines
through other than granular soil.
i. Cleanouts are required at 30"-60" from each plumbing exit line
and at minimum intervals of 1001 along sewer line run.
I j. Trenches within City right-of-way must be restored to original
conditions. Contractors shall be responsible for right-of-way failure
due to poor compaction of fill.
k.. Side sewer must be left uncovered until inspected and approved
by the City.
1. Inspection during normal working hou nl Two (2) working
days notice required. 0 Ljy
DATE: 10
I certify- t!�zA I have' —read
and shall
4e- W1
�&ply With the above
PERMIT FEE:
4%M9&ff6* FEE:
DISAPPROVED BY: Date:
B Date:
APPROVED By ate:
ITE *
The City of Edmonds Side Sewer Drawing EASEMENT NO . ............................................
NEW CONSTRUCTION REPAIRS LID NO . .................. ASMT. NO - ------------------
OWNER --- ------------------------------------------------------- CONTRACTOR --- Woe.LP ..................... PERMIT NO.
JOB ADDRESS .... z- -4 ------ .................................... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ...........................
...................................................................... .......................................... .................. ...................
NAME OF ADD
ITION ..-$�AKMW—AIKM� ..................................... ....................
PWW-0001-1 1/75 (REV.1 1/78)
f6p, A r III'DEfp
Ml
N
Approved:
7 ... 7 .. . ....
DATE ..... ................... By ------- 12�.e2 ..........
STREET,FILE.
CITY OF EUM13NDS HARVE H. HARRISON
MAYOR
200 DAYTON ST- EDMONDS. WASHINGTON 98020-(20b) 775-2525
DEPARTMENT OF PUBLIC WORKS
May 2, 1979
Mason/McDuffy
1110 N. 175th, Suite 103
Seattle, WA 98133
Attention: Merri Ann Simons
Gentlemen:
0 '7
SUBJECT: 14 74TH.AVENUE WEST, -EDMONDS
In,response to your telephone request of this date,
we have no current plans to provide sanitary sewer to the
above -subject property.. The residents of properties north
of 210th Street SW have indicated a desire to annex to the
City of Edmonds. If the annexation is completed, we will
require the area to be sewered and,.at the same time, provide
sewers to adjacent properties already within.the City limits;
this would include 21014 74th Avenue West.
There are no current plans to iMDrove the roadwav
between 2lQth Street S14 and 212th Street SW on 74th Avenue
West.
JEA: kj r
Assist. Eng. Dt.
Yours very trulv,
F. HERZBERG, P.E.
City Engineer
Ify
P. Director Dt.
STREET FILE
C I T Y 0 F E D M 0 N D S
S E P T I C T A N K A F P R 0 V A L
0
TO WHOM IT MAY CONCERN:
This is to certifly that the septic tank— for
-5.-1 A -7 -- - - I /)) A
has been inspected and are according to CitY of Edmonds s tandards
DATE:
Inspected by:2�
V-
CT7Y OF EDMONDS
LOT LPPR _ AJ- STREET
e-TAMP, ADDRESS
Al,
ADDRESS OF PROPOSED BUTMIN
IMAL DESCRIPTION: -LM BUXK ADDITIONI.�
TYPE OF US&4&NO. OF BEDROCMS SIZE OF: I= 0 x
SOURCE OP DRTNKING WATER: Public Supply Private Well.
', 'T
A, �`.;ULACE DRAINAGE
zal; field -t
S4,te we.11 drained? -J
2, Y:L
+
7—apzh adte?
Zua�plly
A 'ay hea-
, -.,ry slopes in field area? //0
.1 . —
2- "li p-,-esentu ie
f* -LCL area be:removed 3r �graded before field tiles.
U '21cd? 0
)-re Jns'&-
3,, any rnterial be -used in the disposal field site.? Alto.
lLf yes,,
.C. S-0-IT-CO'1MITIONS
Has a h,-I.r- zvt, least 4 feet deep been dug in th disposal field area to
determ,ine ti,e type of soil p-resent? V49.1
2, After hole is dug record the soil 6—ondit
a ions at the following depths.
�R'13pord a:3 omnd,,�,rp �ay, packed sand lo
vel., cl etc.)
A, �Zgedv�-L_30 inches
1 36 inches
24 inches 48 inches-
3,.,- A:nv ---c.ter ent�ountered b�`Tore reachin —
a depth of &7 7ee ?
dc-7,th?
D I V1.7A
A sir.ir,-- . -7ater test -mill show how well, this soil- -Will drain or percolate water.
To perform this t---�s+ -
1, Dig hole at least 36 inches;deep. Use a shovel or post hole digger—
sj.ze of hole makes no difference —only depth.
2� i-]] hole wJ-th water,. Now let all water run out of hole. This soaks
or d F.1-1-7re a more accurate reading.
3, Agaa--n Pr;no iiate- ' :- in hole to a height of 12 inches from the bottoms,
Let water run out until there -is just 6 inches from bottom let in hole,
Note how many minutes it takes for this last 6 inches to seep away.
record this time below.
'rches-.�, to meep amy
Divide this time by & to obt�ain the rate: per inch
6. Date.water test was perfonned
I hereby certify the above informationA be correct and the above'tests were
performed by me as prescribed. r
Signed V-
Address A�xel ae, &,,1 �0�'Iv.641-F40'
A/ 4 0 A / � -1-5; &— 1-31(
NOTE: A septic tank permit is issued on the basis or tne above informa on if
there are any changes or alterations in the above soil conditions it may result
in the installation being rejected at the time of inspection.
Percolation Rate and Required Absorption Areae, For single Family Dwellings.
Percolation Rate (Time in Idneal feet of 4 inch tile
minutes for water to fall using trench with width of
one inch) two feet
3 nimum
4 (i� 11
5 190
7 22 5
10 250
12 265
15 285
30 375
Over 30 Soil Unsuitab1e
t j.
4
R. RUSKIN FISHER
ROBERT E. MACKEY
RICHARD L. STUHR
CHARLES R. LYON
P-:acfher3on'3 Y',O<y
18510 Aurora. Ave,
Seattle -1-3s ."ash.
Gentlemeni
Civil Engineers and Land Surveyors
J?u .4k;n 7h4h ep & c 4.4.4ociate.4
17962 Midvale Avenue Norlh - Uncoln 2-3141
P.O. Box 7068
Seattle 33, Washington
June., 29, 1962
Lot 1, Block 4. $eattle �eightts- Division .140. 4j, EXORPT
the west 210 feet t hereof.
Our job number 3-1354
We have percolation tested the above reforeticed proporty with the folladng results:
jPerSplation Rgle
No. i��
j�.pLje of
Pall
IL, mjr.utes fmrL ingh
1
)011
2.5
2
3011
2.7
3011
8."
4
30"
6,2
5oil L*g No.
�',oil 2haraatftrisacp
On
011 to
4811
sandy Ath ?ravel
11
"11
01, to
4811
Eiandy wit0 soaa gravel
011
01, to
81,
loara-e" to 48" sundy with. grnvel
Attached herto
is a roiAgh sketck
sho-eing
the
locations of the tests for your convenionceo
Very truly yourap
Ruskin Fisher & Associates
L
W sLT
Enclosure
210*r"
ST G. E (Z5 P-P
ST. G. E.
313. o
< t
10,61
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P=
0
Pm:
EXEMPT
\9
W
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N 2-
0
pr
Hump
Lot 1. Block 4., Seattle Heights., Division No. 4, E.K.CEFT the west 210'feet thereof.
SOIL PERCOLATION TEST
SOIL LOG HOLES
A — —GALLON CONCRETE SEPTIC TANK
8 — CONCRETE DISTRIBUTION BOX WITH ----OUTLETS
C 4" B & S TIGHT JOINT LINE
D 4" OPEN JOINT SEWAGE DRAIN LINES
E ROOF AND FOOTING DRAINS —DIVERT AWAY FROM DRAIN LINES
R�l
No. REVISION DATE BY
RUSKIN FISHER & ASSOCIATES
CIVIL ENGINEERS LAND SURVEYORS
ViacPherson's Realty
le510 Aurora Ave.
Seattle 33, Wash.
LI: 2-3164
DRAWN BY, L,T JOB NO:
APPROVED BY: DATE: 6- 21?- 62-