21002 74TH AVE W.PDF111111111111
5874
21002 74TH AVE W
"7 V` 4ve Weir
;L I o o -I. Ly L--nIj
L-V q ?O.Zfo
If) I y
A
I
Ll o
4OPYL ctg LO.-Y 1, 131.cle
ect M-e V,/
-r�� real -
:I G /
q. "3 c
40 1
Peq
POLO
lie
&oq AUG 2 4
7-TILE
2-1 AI-X
e �r
ZONE
cl
OPP �FFQ,44
COG
CC,,tVo, VA t
PER
WORK. r
ADDRESS.'�2/601
0 wive&
&e.
A pp'yo;
By
PIL/i I
T /Vo.
ol�
-CITY OF EDMONDS
PUBLIC WORKS DEPARTIGIT FOR INSPECTION CALL permit 110
SIDE SEWER PERMIT 775- . 2525 Ext. 220 Issue Date
PEP -MIT MUST BE POSTED ON JOB SITE * I '7q09-
IWAWAWAWANWAWAMW� 3WAWAM
1. Address o7Construction e4 Cfs
2. Property Legal Description (include a11 easements)"
_-A
3. Single Family Residence
Multi -Family No. of Units
Commercial
Ile,
ertl(
4. Owner and/or Builder L t_,
5. Contractor & License No./,
6. Invasion into City Right -of -Way: No '�e 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 -
U attach legal description and county easement number.
H
�4 READ THE FOLLOWING AND SIGN:
P4
a. Property owners must obtain a permit to install side sewers on
>4 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.
4 C. Commercial establishment requires a minimum of a six inch (6")
P4
z side sewer line.
0 d. Side sewers may not be installed closer than thirty inches (30")
to any structure.
0
e. Side sewer lines must be laid at a minimum grade. of 2% (1.15
0 and maximum grade of 100% (450). 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 30'1-60" from each plumbing exit line
and at minimum intervals of 1001 along sewer 'line run.
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 hours only. Two (2) working
days notice required.
DATE: V_ � — ?12_�
I certify that I have read
and shall comply With the above
PERMIT
CONNECTION FEE:
P4 :D
0
PERMIT MUST BE
DISAPPROVED BY: Date:
B Date:
APPROVED By Date: .6/ R
TED ON JOB SITE
m
5
DO
40*4 AdW
0
N177 I
NO WARRANTY OF ACCURACy 'The informstjr-,, r,) th-,� M
"�Mz rM. compiled for use by the City of Ed.Tir,--'
—2V3, 7he Cit E,-�
y of Woods does not Warr""
forth on th'
e map. Any person or entity req�.._
C" arf independent Inquiry
fugarding the Into,
9, but not Imited to, the bution of any S�,
stubs may"May,01W81andmay OrMlj
t' Wther the City of Edm
Provided biLqed upon Wdmap
Onds not its cmi�fo�
be liable for the Information given on this InV, no,
re; tat
r4Cr-
z
>
0
Z
0
Z
0
z
0
z
M
4
n
0
z
CA
z
9
101
7L"
CL
0
AN
0
K�
0
0 ;4
0
p
NIO WARRANTY OF ACCURACY The iniorrir.-' ','�-3
0
W
E!.' - - mal. v-,,aD ccrinplied faf use by the City ol
> M
t:)
er The City of Edmonds does not Vjz:rr:. i
s., forth on the map. Any person or entilly rc-.-
S:.,-" cox,*:ic� an independent Inquiry regarding the intwio—L'6.
tn inclLiding, but not limited to, the location of any
8111L--o SLIdl coiwer stubs mayor may not e)dst and mayor rr,--j nr.i c:"--'L, -1
th'.; locaLoo shown, Neither the City of Edmonds nor Its Cr
officers shall be liable for the Information given on this map, nor for any orcli'
representation provided based upon said map
Ir
Al
411
Z
0
>
0
z
0
>
>
0
Z'
0
Z
e)
0
M
IL
3
0
3
IL
z
Cl)
CL
M
0
z Cn
M
C: (D
0
M
z
0 t7l,
.0
14.
STREET FILE
CITY OF EDMONDS HARVE H. HARRISON
MAYOR
200 DAYTON ST. - EDMONDS, WASHINGTON 98020 - (206) 771-3202
OFFICE OF THE CITY ENGINEER
December 21, 1981
Mr. Rosmond Ellis
21002 74th Ave. W.
Edmonds, Wa". 98020
Dear Mr. Ellis:
SUBJECT: L.I.D. 206 - SANITARY SEWER CONNECTION
City of Edmonds records indicate that you are the owner
of property located in the College Place Area, and that the
sanitary sewer service is now available to your propertyi
Residents abutting this sewer main are required to be connected
per Edmonds City Code (18.10.010).
In consideration of the completion of the sewer system -and
the aforementioned code, you are hereby advised that you should
make arrangements to make the necessary sewer connection within
sixty (60) days.
If you have any questions, please contact Jerry Saterlie
at 775-2525, extension 259. Permit and connection information
may be obtained at the Building Department, at 505 Bell Street.
JR: jky
Sincerely,
JAMES E. ADAMS, P.E.
City Engineer
A"TTY OF EDMIONDS
I LOT APPROVAL
�ILII API-R _____S_TREET#
�) 4rx A/ ADDPRSq
ADDR,7�SS OF PIROPOSED BUILDTNG __�3 L
T JITION
.ESCRIPTT01!.!. 1JOT BLOCK 4- ADE
D
TYPE, 012 OF PEDROms 3 SIZE OF LO" X AP3
SOT
11711-CF, 07 DR, T�!,q P2b
l.; Supply Priv*ate Well
A, r_'-jRFACE DRAINAGE
a"I f."Leld s-ite we-1.1 drained? yp"t
�--.ulh aite?
.1-1, Any heavy slo-,)�__s in field area?
2" 1. 1 1J.. �'n fiel
p esent ton -so, C area be -removed oF —graded before field tiles-
a-
e insta�_)..ad?
3o. 1-v"2321. any be used in the disposal field site? A47
If yes., hc-vi much?
C- )OMCOINDITIONS
Has a hole at leact 4 feet deep been dug in the disposal field area to
determine -i,-_,'1e type of soil present? *J
2. After hole is d1jg rec�ord the soil —
Record as sand. cOn�ditiOnsat the following depths.
I gravk,el., yclnyj� acked sand, loan., etc,)
.72 inr�hes5kktdrq 'tVard've, 1 30 inches
18 ' 'l-'_36 inches
, of ,
24 inch...'s pr IT ___48 inches
.5, A:nv enoo-antered reaching --a depth of 4 feeE?
'A.
V Clc;�rth?__
D,
A --,ate— tect will show how well this soil will drain or percolate Water.,
r.� , is 1.
To perform th U _34- -
Li-E, h.&Te ct '_"�e�ast 36 inches deep. Use a shovel or post hole digger—
s-zzc of hole nakes no difference —only depth.
Ti". ho��e with water, Now let all water run out of hole. This soaks
tho ground and I give a more accurate reading.
W4.11
7,Tate.,. in hole to a height of 12 inches from the bottom.
wate- -Oun out until there is just 6 inches from bottom let in hole,
Flt- ho-u, mary rinutes it takes for this last 6 inches to seep away,
U
-ecord this Lime below,
ilnvea.- to awry 1.
DtVi.,-3e' this ti'me by 6. to obtain the rate. per inch
6, Date water test was performed
I he-l-ebv ce-�-t�
the above information to be correct and the above tests were
P.erI'ormed by me as, p-e-,' --ibed,
Signed t/0 401��� lie 10R4
Addre si6:::�g _9
NOTE: A septic tank permit is issued on the basis o t e above i
orma on. If
,here are clzry changes or alterations in the -above soil conditions it.may result
in the instal3-ation being rejected at the time of inspection,
1.7'e.rcolation Rate and Require'd Absorption Area.. For s'ingl I e Family Dwellings.
Percolation Rate (Time in Iiineal feet of 4 inch tile
rili-Tates for wate3- to fa-1-1 using trench with width of
one inch)
two feet
3 IL5o minimum
4 IL75
5;
10
265
30 285
Over 30 375
soil Unsuitable
0