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STREET FILE
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works * Planning * Parks and Recreation a Engineering
April 22, 1992
Mr. Norman D. Speedie
343 - 12th Pl. N.
Edmonds, WA 98020
Dear Mr. Speedie:
LAURA M. HALL
MAYOR
PETER E. HAHN
DIRECTOR
I have ' reviewed your account and will allow a credit to your account
according to our City policy: the average consumption for the same
period during the previous year charged at normal customer rates, plus
the excess usage charged at the City's cost, plus a surcharge of 15%
applied to the excess only. Only one leak credit will be granted in
any three year period.
Should you have any additional questions after you receive your new
billing, please contact Ilene Larson, Utility Billing Clerk.
Sincerely,
(Z -g
Ron Hb4l4and
Water/Sewer Supervisor
RH/l k
cc: Ilene Larson
Utility Billing Clerk
#215225/TXTWATER
0 Incorporated August 11, 1890 0
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CITY OF EDMONDS STREET FILE ASSET INFORMATION SHEET
4o FxINEW
1:1 ADDITION
Fl RETIREMENT
ASSET NO.
ADDITION TO ASSET NO.
DESCRIPTION
SERIAL NO.
LOCATION 3 DEPT. NO.
"PURCHASE ORDER NO. -
PURCHASE ORDER DATE
COST
*PROJECT NUMBER L'i --4 j-,? / 2- -7
PROJECT COMPLETION DATE 12 -3 /- *3
COST 305.69"
B.A.R.S. ACCOUNT NO. qe f — e-o, 6 - a / toe - 3 C.
0-1-
ESTIMATED LIFE 2-05
INITIATED BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
5a DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
0 G.L. ENTRY
REFERENCE
DATE
VERIFIED BY
PROCESS�D',"'','
BATCH Nd-.
INITIAL
(p)
DEPARTMENT FILE
BATCHO 203
TRM.--..
PREVIOUS.
PERIOD
DAYS
PREV. METER
'7�-7REb*
CUST -T, Spl. R-Afq7fWYPE7-NATE
DATE
END DATE
READING'READING
CONS' BILLING--AMOU
�1
134 215150 000 0001 1
--4'/17/92*
58
511'*-"- 529--
-*'-18"----'-"*'-'
CAIN PATRICIA DANIEL
23.
1.
135-
2/19/92
4/17/92
58
26 54.
28 70o
32o
136 215200 000 0001 1 4/28/92
2/19/92
4/17/92
50
629 642
13 56
HOMAS
19:
36.
3 - VW - WV1. A
.P:MICHAEL.�,
J,
4YI. �/92': :58",-
2/19/92 4/17/92 58 576 590 14 -'-57-.
20.
1.
139 215275 000 0001 1 4/28/92
2/19/92
4/17/92
58
532
554
22
65.07
STEWART C A
27.30
1.57
367;*20
140 215300:000'100011�,l�':'::4/28/92
2/19/92
4/17/92
58
524
537
13
56.88
,t-.-----EE.T.ROW-,JEAN-,M
�2'
36.20
2/ 19/
- .?2
4/17/92,
13.1.
16
59.61
22iI4�,
PALLUCK,-AA1T1-tEW,,c -
1.27
36.2
142 215350 - 000 0001 1 4/28/Y2
2/19-/92
4-/IV92
50-
597-"--
'622
WILEY ROBIN
29.89
1.72
36.20
143;215375 660,6001.:-'�;'I 4/28/92
-'
2/19/92
4/17/92
58
3B5
416
31
73*.25
35.04R
EE.
NEWMAN STEPHAN f�
2o0l-`�
.2 0-
1,44 2154-00 000 0001 1 4/28/92
2/19/92
4/17/92
58
212
228
16
59.61
22.14
36 2-
145:215A25-,�O6�)-'--OID01,:-�,I;!!-'L!�'4/*28/92*-
2/19*/92
4/17/92
5e,
6158
32_
35-91,07
OTTEM OR -,OCCUPANT
2:06
3.6.20
...........
146 215450 000:0001;i,��I�1;'4/28/92
2/19/92
4/17/92
58
100
Ill
11
BAILY THOMAS, J
17.84',*
1.03
147 215475 000 0001 1: 4/28/92 2/19/92 4/17/92 5B 41 60 19 62.
HOLTE JOHN 24.
148 215500-000 .1 .0001'�f4 . .;Ii--"�-4/28/92 2/19/92 4/17/92 58 237 241 4 -48.
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The City of Edmonds
Side Sewer Drawing
A
EASEMENT NO . ....................... .................... '
NEW CONSTRUCTION REPAIRS
LID NO - ------------------ ASMT. NO - ------------------
OWNER-N-0-Rn -----
15P.95�01E: ..................................................
CONTRACTOR --------------------------- --------------------------------------------------------
PERMIT NO.
JOB ADDRESS ---------- -------------------
PWW-0001-1 ))5WV.11178)
- Nc;tT tj
kc- .0W-
4-S'DP
40' Il
TEST
LEGAL DESCRIPTION: LOT NO - ------------- ---------------- BLOCK N --M
E-OVIONDS
------------------ ---------------------------------------------------------------------------------------------------
NAMEOF ADDITION .................... --------------------------------------------------------------------------------------------------
Approved:
DATE .10.72.8-7183 ................ By .............................
CITY OF EDMONDS
FOR INSPECTION CALL
PT;BLIC WORKS DEPARTMENT Permit
7'7V-1YV:Y5' Ext. 22V Issue Date
SIDE SEWER PERMIT 771 - 17.n9: 293
Idow
PERMIT MUST BE POSTED ON JOB SITE
EDMONDS
1. Address of Construction ?4 12 -a' IDI �J rTREATMENT PLANJ
2. Property Legal Descriptiorf(include all, easemen CIO e!
rui d VOU:
3. Single Family Residence Multi -Family No. of Units
Commercial
4. Owner and/or Builder
5. Contractor & License No. T L- P 14 /Z Z-
6. Invasion into City Right -of -Way: No Yes (If Yes Right-of-
way Construction Permit Required - Call Dial Dig (342-5344) before
excavation) .
E-4 7. Cross other private property: Yes No -Easement required -
attach legal description and county easement number.
READ THE FOLLQWT,.NG 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 be laid at a minimum grade. of 2% (1.15
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"-60" from each plumbing exit line
and at minimum intervals of 100' 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 ho)ars only. Two (2) working
days notice required.
DATE:
.,�-I certify that I have read
and shall comply with the above
PERMIT FEE: bISAPPROVE D BY: Date:
B Date:
CONNECTION FEE: APPROVED Date: /0-29-9S
PERMIT MUST BE POSTED ON JOB SITE
Ptb Pl- AJ -
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The City of Edmond WATER SeAVtCZ Drawing EASEMENT NO - ---------------------------------
$STREET FILE
NEW CONSTRUCTION E] REPAIRS tR LID NO . ............... — ASMT. NO . ..................
OWNER --------------------------------------- 5tFesple - ------------------------------------- CONTRACTOR ------------------------------------------------------------------------------------ PERMIT NO.930-159.
JOB ADDRESS -34-3 ------- U- T" ---PL. c
--------- ..................... LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------
------------------------------------------------------------------------------------------------------------------------------------------------------------------
NAMEOF ADDITION -----------------------------------------------------------------------------------------------------------------------
343 1%" P'L. MO.
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2.S'oEcp
V'camcouct
1"POLS TO COPPEP,
SPLIce 2'DEEP
Approved:
- 45, 23 ----
DATE aAt.d ...... 9- ................. By 'Le-
-a/ ------------------
The City of Edmonds
WATSR SSR-jlc�c
SHNRN�—� Drawing
EASEMENT NO . ............................................
NEW CONSTRUCTION [:] REPAIRS M LID NO . ........... ------ ASMT. NO . .................
OWNER-------------------------- --------------------------------------------------------------------- CONTRACTOR ---------------------------------------------------------- ......................... PERMIT NO - --------------------
JOB ADDRESS ----------- 1.%.r-t4 ... --------------------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------
... ... ------ -
Lu
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PWW-0001-11/75 (REV.11/78)
-------------------------------------------------------------------------------- —
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Approved:
DATE ................. By
...............................
1%
P-11 11100
11
77"' LM I
CITY OF EDMWWE7 1 '"
CONSTRUCTION PERMIT APPLICATION
I�IMIT
z 6 NUMBER
joe
AL)UMLSS
3,13
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LOU
CC
NAMEJOR NAME OF BUSINESS)
-5 Pt F_ I[> I i;
EGAL DESCRIPTION CHECK
SUEfDIVISION NO. LID NO.
MAILING ADDRESS
�PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
EXISTINGL5T REQUIRED DEDICATION
iPROPOSED
z
CITY TELEPHONE NUMBER
NAME
LU
i RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED 0
STREET USE PERMIT REQUIRED El
RE
W
Uj
z
ADDRESS
ENGINEERING MEMO DATED ell,-
SEE PIW DEPT. REVIEW CHECK LIST DATED/
z
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CITY
TELEPHONE NUMBER
REMARKS/
V/
M
0
0
NAME
,STC—_P4E�R
ADDRESS
cpy TELEPHONE NUMBER
W�DIAUJDS MA 0 C) t
METER SIZE
__7
BUILDING SUPPLY 77E
URE UNITS
Cc
W
REMARKS
STATE LICENSE NUMBER
4 1 - E �? - H P_ - -S -Z Z 4 Z
CITY LICENSE NUMBER
SIGN AREA
ALLOWED PROPOSED
ENV. REVIEW
COMPLETE I EXEMPT
ADB NO.
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UA
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Legal Description of Property - Include all easement s
(show below or attach four copies)
SHORELINE #
VARIANCE OR CU
-
PLA
DATE
YARDS
14�F'RONT /0 SIDE REARI
z
z
REMARKS
z
0
a:
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CD
L__j RESIDENTIAL
NEW PLUMBING
ADDIALTER NON-RESIDENTIAL MECHANICAL
FJREPAIR RETAINING WALL SIGN
EXCAVATE FENCE
DEMOLISH E] OR FILL x _FT)
PRE -MOVE INSP.1 swim
COMPLIANCE INSP. POOL
CHECKED BY
TYPE OF CONSTRUCTION ICODE
HEIGHT
SPECIAL INSPECTOR
REQUIRED
I I) YES I'NO
AREA
OCCUPANCY
�GROUP
OCCUPANT
LOAD
I
SIDE SEWER WATER LINE El
REMARKS
z
El
—To
ca
NUMBER OF STOR ES
NUM BER OF
W E ING
I LLI
U,
UNITS
NATURE OF WORK TO BE DONE (ATTACH PLOTPLAN)
VALUATION
FEE
PLAN CHECK FEE
U LDING
PLUMBING
MECHANICAL
This Permit covers work to be done on private property ONLY.
Any construction on the public domain (curbs, sidewalks,
driveways, marquees, etc.) will require separate permission.
GRADINGIFILL
Frmit Application: 180 Days
Ppee'rmit Limit: 1 Year - Provided Work is Started Within 180 Days
. "Applicant, on behalf of his or her spouse, heirs, assigns and
successors in interest, agrees to indemnity, defend and hold
harmless the City of Edmonds, Washington, its officials,
employees, and agents from any and all claims for damages of
wha nuaf natura. 2fisinn dirantiv tir indirmr-flu fr^m fh� ic—n—
"o/
(addr ss) (date),
Street Right -of -Way Existing
Z
_WD
Access Easements Exist REQD
PC
Utility Easement Existing —i 4Z REQ?
ta
V
Lot Per Subdivision Plat///bO&a1/W Assessor 11ap
43
/' -�e
Site Plan Checked for Accuracy
Z
Underground Wiring Reqd.
0-4
0
Check Accuracy of cription 41e
.Z
Review Date
Existing Water V
lain Size
Water Main Required
Service Line Required
Hydrant Size Existing____.
zZ
Hydrant Reqd Per Fire Code Size
Detector Check Meter Reqd.
Cross Connection Inspection
Fire Depart:ment Cbnnents
'dater �bter ChaTge Reqd.
RReview b Date
Septic Tank Design Approved Date
Septic Tank Permit Reqd. Perrnit No.
Sanitary Sewr Availability -proi
Drawing No. File No.
Side Sewer Availability
Sanitary Sewer Connection Fee Reqd.
Review by Date
U)
Open Ditch Existing.0-0 Reqd.
:C
Culvert Reqd. Size
cd
Catch Basin Reqd.l:)Fp A,k) Indicate on Site Plan
0
Shoulder drainage maintain collection on swale open runoff
La
Manhole reqd. t� Indicate an Site -Plan
Soil Cond�*�'jandd Ground Water Field Checked
Review b —) 9 -
y Date
IV
0
Fevised: lvlO-1977
I
41
Z
44
DATE:
�EMO TO: Building Division
Planning Department
FROM: Engineering Division
Publ ic Works Department
SUBJECT: /27 'Al
.1-Afte
r review of the subject Building Permit application, we have.the following
:;,Comments:
J!, Connection toi'City water Sys tein required.
;qt
1 '2 t Connection 'to,City sanitary sewer system required.
Right-of-way permit required,for,any work on City property.'
4�1'1- 4 Driveway slo'pe' not to exceed 14%1'
Backwater valve required if downstairs plumbing is below elevation of
upstream manhole.
Water and sewer lines to be separated by 10 foot minimum
t� Builder/Owner responsible for containinq al
t9TP lor —arY—Lufn -of f �-9—n —dq r o s i.Qn
on site and may not impact neighboring properties
Ile
L_.
rat
i- -
Reid, Middleton & Assoc ates, Inc.
August 16, 1983 Engineers Surveyors * Plannerf
File No. 02-83-069-001
ti R.
Storm Water Retention/Detention System Calculation on
Lot 18 Maplewood Hills Division No. 4
For Steve Sullivan
Edmonds, Washington AL 00
EXISTING SITE CONDITION
Area = 0.28 Acre
Ex.0 = .0.25 Grassed lot with gravel acces rom 12th Place in N.E. corner
7f
TC 150/(1. + 10 min 11.88 min
87
i 1.8 in/hr 10 year design storm Everett curve
Q existing = CiA = 0.25(l.8)0.28 = 0.126 c.f.s.
Note: Existing groundwater interceptor along rockery discharges into
411 pipe under gravel driveway and is to discharge to gutter in
cul-de-sac.
Using the Yrjanainen & Warren Method for simple retention/detention
system design the following calculation are to determine the required
volume of detention/retention for the development.
FUTURE SITE CONDITIONS
Prorating future runoff coefficient
Proposed house and driveway = 0.09 Ac. @ 0.9
Lawn and landscaped area 0.19 Ac 0.25
(0.25)(0.19) + (0-09)(0-9) 0.46
,,0.28
C\
121 5th Avenue North, Suite 200, Edmonds, Washington 98020 (206) 775-3434
August 16, 1983
File No. 02-83-069-001
Storm Water Retention/Detention System Calculation
Page 2
Q0 Qallowable 0.126 0.978 c.f.s./Ac.0
Area (Fut.C) 0.28(0.46)
Assuming Constant Flow
VUl 503 14.20 min
T -25 + .9 —
78
Vs 3607(14.20) 60(0.978)14.20 = 1306.62 - 833.26 473.36 ft. 3 /Ac.0
14.20 + 25
V = 473.36(0.28)0.46 - 60.97 ft. 3/
total
SIZING RETENTION SYSTEM
35 x
3 x 2 = 210 cu.ft.
with 30% Void Ratio for storage
63 cu. f t.
with
overflow to cul-de-sac via 2" PVC line.
Maximum Flow
Velocity through
4" will be determined.
Q =
VA
.125
1.44 ft./sec. which
at 6% slope over proposed new
lawn may
slightly exceed
capacity of existing 4" pipe @ 10
year storm
From chart I V
1.75 ft./sec.
f
12
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