1035 9TH AVE S.PDFIIIIIIIIIIII
9911
1035 9TH AVE S
t
A"UCARM
FILE for
The City of Aedmoeds SSE SEWER PERfM
OUTSIDE ❑ INSIDE ❑ REPAIRS ❑
rrf �`" ti
OWNER................. ........, ............�.
HOUSE No. ' ! ' ' ....................................:...
............... CONTRACTOR ............... .
�........................
STREET
....................................................................... AVENUE LOT o. .............
NAME ADD ...........................
Date
BACKFILL WORK ORDER ISSUED ............................................ DEPOSIT, $....................... .................
SEWER WORK ORDER ISSUED ................................................
APPROVED
01982
Approved:
-
DATE..,.:.±..4.....i ... BY
CITY OF EDMONDS . RECEIVE D
COMMUNITY SERVICES DEPARTMENT
RIGHT-OF-WAY CONSTRUCTION PERMIT AUG 2 7 1991
tNGIN
A. •Owner: Washington Natural gas Company
B. • ont
Ngff Mercer Street
Mailing Address GOM P
Seattle WA - 98111 11-13-�1
City ���tate Zip
F 0 L F
Permit No. �/ �-7� / 0
Issue Date__?
Name
Mailing Address
City State Zip
State License Number Telephone Number
C. • Address or Vicinity of Construction: 1035 9 Avenue South
Type of Work to be Done: Install 2' PE IP Main from 52 ° North to 274' North centerline
Fir Street.. Per Attached Drawings 910-014 (IR 6043-3) (1)
D. • Work in Connection With: ❑ Sub or Plat ❑ Single Family ❑ City Projects
❑ Commercial ❑ Multifamily IN Utility
E. • Pavement Cut: Q Y ElN F. • Size of Cut: 2 X 4 (2) Over Wapr
APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands and by his signature to this application, agrees to . hold the City of Edmonds
harmless from any' injuries, damages,'. or. claims of any kind or description whatsoever, forseen or unforseen, that may
be made against the City of Edmonds, or any of its departments or -employees, including or not limited to the defense
of an legal proceedings including defense costs, court costs ,and attorneT)fe`eslb reason of granting this permit.
Y g P g g ,� Y Y g g
THE CONTRACTOR IS RESPONSIBLE FOR WORK��+NSIIIP";,IyDATERIALS. FOR A .PERIOD OF ONE
YEAR FOLLOWING THE FINAL' INSPECTION AND. ACCEPTANCE UF THE WORK.
Estimated restoration fees will be held until the final street patch is completed by City forces, at which time a debit or credit will be
processed for issuance to the applicant.
• A 24 hour notice is required for inspection; Please call Engineering: 771-32.021
• Work is to be inspected during progress and at completion.
• Restoration to be in accordance with City Code.
• Street to be kept clean at all times. ;,• as
• Traffic Control to be in accordance with City regulations: r;
• All street -cut ditches must be patched with asphalt or City approved.,:material prior to end of working day;
NO EXCEPTIONS.
I understand the above and that this permit must be available at the job site for inspection purposes at all times.
Signature:
�4
Date: August 21, 1991
Owner or Contractor
This Permit Must be Posted at the Job Site For Inspection Purposes
Call DIAL -A -DIG Prior to Beginning. Work
APPROVED BY: nGfJ
Time Authorized:. Void after &V -7 days.
Special Conditions: A 4
RELEASED BY:
PERMIT FEE:.��
Restoration Fee:
Receipt No.:
Fund III Fee:
Street Cut Dimensions:
Date _// INSPECTED BY
x _
Date
NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE
trig. Div. March 19h9
FIELD INSPECTION NOTES (Fund III - Route copy to Street Dept.):
Comments:
From:
VVas�ington _ =
AVJ� ��N
Date: S/Z
wTv-
------
Diagram:
5� OF w\A-, ► tV P-T Ksz) , c�
W 1 TZ P" t ►�G� CA,)
CONTRACTOR CALLED FOR INSPECTION
Partial Work Inspection by P. W.:
Work Disapproved By:
FINAL APPROVAL BY:
2zA-- z�a�
❑ YES
Date:
Date:
❑ NO
Eng. Div. July 1985
CITY OF EDMONDS
COMMUNITY SERVICES DEPARTMENT
RIGHT -OF- WAY CONSTRUCTION :PERMIT
A. • Owner: NWaasshington Natural Gas Company B. • Contractor:
S15eMercer Street
1 d ddress WA 98111
City State Zip
lternvt No:
Tssiie Date
NameF
Mailing Address
City State ",21p
State License Number Telephone Number
C. • Address or Vicinity of Construction: 1041 9 Avenue South
Type of Work to be Done: Install 2' PE IP Main from 52' North to 225' North of centerline
of Fir Street. Per Attached Drawing: 910-014 (IR 6043-3) (1)'
D. • Work in Connection With: ❑ Sub or Plat ❑ Single Family ❑ City Projects
❑ Commercial ❑ Multifamily ® Utility
E. • Pavement Cut: I Y ❑ N F. • Size of Cut: 2 X 4 (1) Cut V 6D `Tb
APPLICANT TO READ AND SIGN 1
INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds
harmless from any injuries, damages, or claims of any'kind or description whatsoever, forseen or unforseen, that may
be made against the City of Edmonds, or any of its departments or: employee`s, including or not limited to the defense
of any legal proceedings including defense costs, cpWE" &0sts, and. attgii y fee $y reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE
YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK.
Estimated restoration fees will be held until the final street patch is completed by City forces, at which time a debit or credit will be
processed for issuance to the applicant.
• A 24 hour notice is required for inspection; Please call. Engineering: 771-3202
• Work is to be inspected during progress and at completion.
• Restoration to be in accordance with City Code.
• Street to be kept clean at all times. `
• Traffic Control to be in accordance with City regulations.
• All street -cut ditches must be patched with asphalt or City approved material prior .to end of working day;
NO EXCEPTIONS.
I understand the above and that this permit must be available at the job site for inspection purposes at all times.
Signature: �E Date: August 1, 1991
Owner or Contractor
This Permit Must be Posted at the Job Site For Inspection Purposes
Call DIAL -A -DIG Prior to Beginning Work
APPROVED BY: :=R1N PERMIT FEE: �p
Time Authorized: 'void after 01T IS days. Restoration Fee:- n
Special Conditions- _ NA Receipt No.:
.--F}ind III .Fee:
RELEASED BY: S.
Date
Street Cut Dimensions: a -x
INSPECTED BY
tixp
Date
NO WORK TO BEGIN PRIOR TO PERMIT ISSUAN
Erig. Div. March 1989
. "i
3 END 3' PA5T LAST SERVIG
E.O. M . LLG.
PROP05ED a PE 1 P MAI
I 2 I'WOFG/W,28'W
SQUEF-7M Pr FUSE
52' N
• •
FI R ST
EX . 2" PE I P MAI N
8f3-236
0
n�lo PINE ST
of
I
Q rn O
1
5/644: N p
198T
I
32d O
3zd O
3I'd O
Coo R/W
ti
Q ADDED 49' OF MAIN TO SERVE
1035 9 AV S.
NG. DESCRIP ION
REVISIONS
* NOTES
I. FIELD LOCATE ALL UTI LITI E5
CALLI-800-424-5555
48 HOUR5 BEFORE DIGGING
2. LAY DETECT WARNING WIRE OVER
ALL PE DIRECT BURIAL PI PE.
3. INSTALL ONE POUND ANODE FOR
EVERY 1000' OF LOCATING WIRE.
4. SURVEY NOT REQUIRED.
5. MAINTAIN A S' HORIZONTAL -AND
3 VERTICAL CLEARANCE FROM
ALL CITY UTI LI TI E5.
s � —
6 —
.1 I 1R:tG04-7S-3 -
I 2' PE GAP 52 - ro50
1 2 222' # 14 GAUGE DEFECT WARNING WIRE 85-940
Qi I 222' 2" 5DR-II PE PIPE 70-260
tTE:".^. OUANT DESCRIPTION STOCK NO.
SILL OF MATERIAL
PERMITS: EDMOND5 1 /4 SEC: NW 25-2f-3
PLAT: 164.66
OP MAP: 164.62
AREA: P-41
• TAX CODE:
�Vastair�ton
SEQ. NO:
Avva&grgtcnEnerwConvany D.G.R:9-20-91
Z" 5DR- 11. PER M-- Al K- : EXTENS 1 ON
TO:
1041 - 9 AV S
1120/91 M DWN:/4< ! 15 91 I I b043-3 I RR
,JOB 910-014
DATE BY i APP'D CHK'C �C� { DRAWING
SCHi_� I" App. !
. -5O' 4�AL 910-014
ta"
Cyr
CITY OF EDMONDS
FOR SEPTIC TANK APPROVAL
NAME` -
ADDRESS
ADDRESS OF PROPOSED BUILDING
LEGAL DESCRIPTION: LOT # �_._ BLOCK
ADDITION ....__._._._.___..___._._ - _...__.._...
TYPE OF'USE:
NO. OF BEDROOMS.- ,.�. �- SIZE OF LOT
1. Is site well drained:
2. Located so surface water will not accumulate or run
over top of ground?--
_�. �� `► g, .3• Heavys slopes..
4. Will much grading..or filling. be required?'. , -
ll
5. Test Hole ... Give. depth`s --to:
WATER
PACKED CLAY ...... ._r._......_.
SAND
GRAVEL
6. Percolation Rate:
Time in Minutes
i7 -
Inches -.of Fall
TEST MADE, BY:
ADDRESS__ 442
D�
7. S
2.3
sixezom'., sln Co--,2,74y Leer-rti-i-nt o-° IT '.h
!7-)�l Log Instractio.-ris..,
Appraisal of soil. and a je = C,,r(�`t,Irni3 t-) d-e--min�9. SVI.t��'Dilit,-,r
for septic
tank di
G T 7()�j
0 1. - L N T: R. TT.' MK-
1 nf i elds are ..ch dra The absorption ca-.p2-cit, of, soilo `--n ..proposed must be
i� ed b-r-the Depart-Ment of
determined before a sept:,_C. 7,, r a,�-i
-;v^ -X- Y,-,- liows that soils even
Health,... In Edr,�.pnd.s- and. -n---(? s!
c-' -'ritin...out investi-
in a limited -'area., are n,�t U-1-.*,CrIM to Pre-1-1i
c-aract�---.-istics. The responsibility
.gation.,.- their absorr'icn , d
rests with ",-he. ovpner'
J d -w�;Aer condi-
tions i. a-�ing -oil -an
at proposed builrltl nr- !:J_te7� r_,rid fol- de and installing a sewage
1, overia,.pe.�.,iod of years without
dispo ' sal system that
creating, a public heal for the or a nul.sance.condition to
the users and their, jje4
The evaluation of co11(,1iLjL-,iO.-,.-ts for. the.* dis-posal. of se,,,!�..ge requires know-
.,41 and the biblo-ical action' in-
ledge�,,of principles of sept.
in-
volved olved in.making the 1_J,n-1)-1 -s innocuoii'3, Theref ore, it: will, -us ally be
advisable16r the 6pne3., -'-.o se
.., 4e'
the investigations and de s I gr, i n gr the system, -A nUm,15e--of p�o._ ssional sanit-
ary engineers in this (-_a havo 41-1
disposal
, problems and are, compet-on" �to ,, o- investiF,�t.i.ons and design: adsouate
systems. In- - addit1 on -n h iqualified persons: T"y :pravid6,services �o7f 'this
nature. T
Soil Lod:
A -'log of the., soils Y1rP,11__.., b s i.-I-bo'. teed lr,nich irill sholl soil typQs..encountered
in the drainfield and atlbast I t7;io feet, below the level .&f the.,tile lines.
The log must describc
and of eacli t-pe i Classification may
be in general terms such., as 10 .3 s e s -.na - c EP. ent of sand, A.hdy. silt.' -silt Silt
clay, ..clay, hardr.p.nY ,, cia T�,--- rock,,, etc _
Soil,logs must.. be made fran tiro 1-,,,ox.e t r,:7, holes located in representative
parts of -the drainfield. and rn.u,------rated by at east'20 feet. The
Size. of hole is relat-ively bixil. should be of sufficient diameter -
for the observer to -_T:r)-_rez-!e-.1tative saripl^s from the soil profile and
determine color, re, end -in addition elevation of vTater—
table .if it is enco-ont.-7ed.,
Requirements for ap.prc-v-al. a in the drainfield of
3 feet of peymea:ble s o i o v f_z 1 Y` --i y7- l.,).yer or overlyin-C, the
ground water -,able. othe of r;-,-,n--_-1d during t',-e we`-, season.
Form #18 (1)
,Page two
Percolation Test:
1 Number and location of tests: Three or more tests shall be -made in .sep-
arate test holes spaced uniformly over the proposed drainfield Site.
2- Type of test hole: Dig or bore the holes with horizontal d.J_r,ensions of
from 4 to 12 inches, and vertical sides, to the depth of �-.he proposed absorp-
tion trench. Holes may be'bored with a 4-inch auger if dcsiredo
3- Preparation of the test. hole: Carefully scratch the bottom and sides .of
the hole with a -knife blade or sharp -pointed instrument, in order to remove
any smeared soil surfaces and to provide a natural soil interface into which
water may percolate. Remove- all. loose material '.f rom the hole. Add 2 .inches
of course washed sand or. fine gravel to protect the bottom fr".or.:. scouring and
sediment.
k- Saturation and swelling of the soil: Fill the hole with clear water to
a minimum depth of 12 inches:ove.r the gravel. Keep water in the hole, by
refiring if necessary, for:at least 4 hours and preferably.overnight. If
soil, ;other than loose sand had a dry appearance when.hole,:wA initially -
dug,
soil must.be allowedto swell overnight after .the.soaking period to
permit it to approach the condition it will be in when..sys,tem is operating.
If soil was initially wet to saturation proceed as in Item :5-:after the 4
hours of soaking. `.....i
5- Percolation rate measurement:
A. Aft_ er ,saturating the soil and perm_ itting it to swell;- .ad just . depth of
water in the test, hole to' 6 inches over the gravel. From .a fixed reference
point' measure the drop in water level over a 30 minute period, refilling
6 inches over the gravel if necessary. Th__s drop in.30 minutes is used to
calculate the percolation rate (time required in minutes for water to fall
one 'inch).
SPECIAL NOTE: It may not benecessary to perform percolation tests on each
lot in the subdivision. See Subdivision Report,
Percolation Rate and Require.d.Absorption Area. For,Single Family Dwellings.
Percolation Rate (Time Lineal feet of 4 inch tile
in minutes for water.to using trench with width of
fall one inch) 2 feet
150:minimum
175. _...._,i ......--
190.
225
250
265 41:.
285 it "
375
Soil Unsuitable
Form 18 (2)