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21220 SUMMIT LN
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II T I L_ I r Y f: A S E M E N T
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�ytt lei L(11V'_,II?Llinrl(Y� UI 0(•141.11 f'; TO AC'CRUC TO THE GRANT O HEREIN, THE uNpERSIGNEU,
Lr� •Y t,,VA.,jr1 TO THE CITY OF ED,DNDS, A MUNICIPAL CORPO ATION) A PERMANENT EASEf4ENT FUR
r•t; INSTALLATION, OPERATION, A;4u MAINTENANCE: of Storm Sewers and Sanitary Sewers
OVER, ACROSS THROUGH AND BELOW THE FOLLOW-
iNi; DESCRIBED PROPERTY, AND 'rtiE FURTHER RIGHT TO ,RLMOVE -TREES, BUSHES, UNDERGROWTH AND
OTHER 0135TRUCTION5 INTERFERING WITH THE LOCATION, CONSTRUCTION AND MAINTENANCE OF SAID
U71I:ITY OR UTILITIES„
'Tt1E EABENENT AND RIGHT-OF-WAY HEREBY GRANTED IS LOCATED IN THE COUNTY OF
;JOHb.htlsH, 5'rA-rf: Of' l,ASFIINGTON, AND IS MORE PARTICULARLY DESCRIBED AS* FOLLOWS: .
The East 15 feet of the following described property:
A portion of Lot 17, Plat of Alderwood Manor No..9,, Beginning at the
southeas'ierly corner said Lot; thence North 02.88'feet along east
lino said Lot to the True Point of BEginning; thence continue North
80 f(SE.1- I i enco, 6;cash 120 feet; thence South 80 feet; thence East ..120
f roc•I to tho Truo Point of 1-3og i n n i ng Al l within Lot 17, Plat of
AIdorwood Manor No. 9 as recorded'in Volume 10 of Plats, page G,
rocords of Snohomish County, Washington.
i7c' CO1.:14e'01
7 a �ocl T`0 6c>
d r' S r A-' c�
'tHE CITY AGREES TO RESTORE TO SUBSTANTIALLY THE ORIGINAL CONDITION SUCH IM-
PROVEMENTS AS ARE'DISTURBED DURING THE CONSTRUCTION] MAINTENANCE AND REPAIR.OF SAID
U7ILITY OR, UTILITIES; PROVIDED, THE GRANTORSj, THEIR HEIRS,OR ASSIGNS SHALL:NOT'CON
STRUCT ANY PERMANENT STRUCTURE OVER, UPON.OR WITHIN THE PERMANENT EASEMENT.
DATED THIS l5� DAY OF _ �+j '
STATE OF WASHINGTON)
Ss
COUNTY OF A -//A% )
nSI -T1415 n A Y Pr'PeOf`lnl IV Ann!-nnrn
The City of Edmonds
APPLICATION
for
SIDE SEWER PERMIT
NEW CONSTRUCTION ❑ REPAIRS ❑
.__......_... , o - l
OWNER ... .1�. .�:..:�..�. /.L_.E-fit.........................................................
ADDRESS .. .................... ..__.............
zc
a►aao
Ir
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EASEMENT No. ..........................................
CONTRACTOR ...........................0w;s ............................................... PERMIT No.. 3 1
LEGAL DESCRIPTION: LOT No ............................................... BLOCK No.............................................
NAME OF ADDITION ......................5. C-t•---.... 4-774 � �. t.........-........
I
n: 0;
APPROVE*
JUL 2 3 1089
Approved:
n
DATE .-..._-... -.
CITY OF EDMONDS
CIVIC CENTER— WATER -SEWER DEPARTMENT Call PROSPeCt 6-1107 when work
Is rfor pection. (No hispee-
SIDE SEWER PERMIT "Onseady Saturdainy,sSunday or holidays.) N? 3341
ADDRESS ................. 6 .0 8_5unnit ... 4a
OWNER- Da-11.as --- q .............................................................................
Permission Is granted •j ....................................... CONTRACTOR .......... .... . ...................................................
with City Sewers in accordance_Uly ---- 2419 --- 69.1 lor ....................
with appi .... days to REPAIR or
ATTENTION IS CALLED TO THE pOLLOWING: 'cat]On on file and governing ordinances. CONNECT a side sewer
NOTE NO. 1—The owners of the Propeity may obtain street
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.
NO. 2—Obtain full Information regarding Ordinance 11-16.030 and Regulations governing side sewers when you get permit.
No. 2—Top Of side sewer must 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
failure due to Improper work which may develop within one to Original condition.
NOTE No. 6—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 responsible for
Year Of completion.• Contractors shall be
tenances except to Insert the Pipe Into the wye.
sewer Or Its appur-
CITY OF EDMONDS
TAT APPROVAL STREET
NAME /V _ 14 r•
ADDRESS OF PROPOSED BUILDING
0 S,�.0 �m all
LEGAL DESCRIPTION. Ltd_. �-- ,�CKADDITION
TYPE OF USE CJw L NO. OF ,BEDROOMS SIZE OF LOT AD /L7p
SOURCE OF DRINKING WATER: Public Supply ,k` Private Well
a. SURFACE DRAINAGE
1. Is disposal field site well drained?�
2. Any water course (stream, drainage ditbW, etc.) through site? 'fix
b. TOPOGRAPHY
1. Any heavy slopes in field area? ,",Q
2. Will present topsoil in field area be removed or graded before field tiles
are installed? L'(Q
3. Will any fill material be used in the disposal field site? r�
If yea,, how much? L)/l
c. SOIL CONDITIONS
1. Has a hole at least 4 feet deep been dug in the disposal, field area to deter-
mine the type of soil present? t,
2. After hole is dug record the soil conditions at the fallowing depths. (Re-
cord as sand, gravel, clay, packed -sand, loam, etc.)
12 inches 30 inches
18 inches 36 inches
24 inches 48 inches
3. Any ground water encountered before reaching a depth of 4 feet?
If so at what depth?
d:. WATER TEST
A simple water test will show how well this soil will drain_ or percolate water.
To perform this test:
I Dig hole at least 36 inches deep. Use a shovel or post hole digger—
r y l�lr a size of hale makes no difference --only depth. �J 2. Fill hole with water. Now let all water run out of hole. This soaks VE,J
the ground and will give a more accurate reading. 0
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 this time below.
Number of minutes for last 6 inches to seep away !
5. Divide this time by 6 to obtain the r,e p= inch
6. Date water test was performed �.
5
I hereby certify the above information to be correct and the above tests were
performed'by me as prescribed.
Signed
Address_ 4
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 being rejected at the time of inspection.
ET FILE
C
.1
Percolation Rate, and Required Absorption Area. For single Family Dwellings.
Percolation Rate (Time in Lineal feet of 4 inch tile
minutes for water toIfall using trench with width of
one inch) , , two feet
3
4
5
7
10
12
15
30
Over 30
150 minimum
175 11
190 It
225 '►
-250 ►�
265 �►
285 i►
375
Soil Unsuitable
EDMONDS BLDG. DEPT.
Date C<,, / Time Reed. 6 .1
Owner/contr.
it
Job
r
Address
INSPECTION REQUEST Time req.f�.
Bldg. Fdn Frame
Plumbing Ro. Fin.
Elect. Ro. Fin.
Inspected—D#e
Remarks