21930 88TH PL W11111111111111
15462
21930 88TH PL W
4c�' S t . 18 9 %)
May 20, 1996 '
CITY OF EDMONDS BARBARA FAHEY
MAYOR
250 5TH AVENUE NORTH - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works 9 Planning e Parks and Recreation * Engineering
Patrick Flink
1331 - 9th Ave. N.
Edmonds, WA 98020
A0 --A i DIN
Dear Mr. Flink,
h , t "-� 'C -/a 0 /7 L
As you may already know, sewers are available for your place of residence but your residence
is not connected to the system. The main sewer line for connection is located on 220th Street
S.W. on the south side of the road.
Although there is no absolute requirement to connect to the sewers, the City does reserve the
right to require hookup within sixty (60) days if septic system failure occurs or other health
hazards exist.
We are attempting to determine the interest in sanitary sewer service within your
neighborhood. Please contact me at (206) 771-0220 or by mail to the Engineering Division,
250 - 5th Ave. N., Edmonds, WA 98020 regarding your interest in connecting to the sanitary
sewer system.
Sincerely,
DON FEENE, P.E.
Hydraulics Engineer
DF/JCW/sf
FLINK.DOC
Incorporated August 11, 1890
Sister Cities International — Hekinan, Japan
8 9 0 - 19 4
February 16, 1993
CITY OF EDM fflpfff FILE LAURA M. HALL
MAYOR
250 - 5TH AVE. N. - EDMONDS, WA 98020 (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works e Planning * Parks and Recreation 1, Engineering
'Z/ ��o 0041 141
A. R.
930 - 2
Dear Property Owner:
As you may already be aware, sewers are available for your place of residence. This can
be accomplished via Olympic View Water and Sewer District. The main sewer line for
connection is located on 220th Street Southwest on the south side of the road.
At this time, there is no absolute requirement to connect to the sewers. However, the
city does reserve the right to require hook-up within 60 days if septic system failure
occurs or other health hazards exist.
Following the procedures listed below should help and simplify the installation process
and minimize the inconveniences:
1. You will need to acquire a side sewer permit from Olympic View Water and Sewer
District. The cost will be $35.00 for inspection. If you have not paid
assessment frontage already to Olympic View Water, you will be required to pay
a $7.00 per frontage foot of your lot in addition to the $35.00 fee for
inspection. There is also a $856.00 general facilities fee that is required by
Olympic View Water District.
2. After you have completed the above, you will need to have a bonded contractor
do the crossing on 220th Street to the property line. The contractor must
obtain a city of Edmonds of Right -of -Way permit for $30. A patch restoration
will be approximately $150 for a 3' X 60' patch.
3. You should contact Olympic View at 774-7769 for their inspection schedules and
requirements.
4. After your inspection is completed, you will have two (2) days to collapse your
septic tank lid and fill the tank with sand or pea gravel per Uniform Plumbing
Code.
Please feel free to contact me at 771-0235, extension 349 should you have any questions
Thank you for your cooperation,
Ron Holland
Water/Sewer Supervisor
RH/l k
OV/CONN/TXTWATER e Incorporated ALI_qUSt 11, 1890 0
Sister Cities International — Hekinan. Jar)an
izv
9
C#y of Edmon&
Critical Areas Checklis. t
The Critical Areas Checklist contained on
this form is to be filled out by any person
preparing a Development Permit
Application for the City of Edmonds prior
to his/her submittal of a development
permit to the City.
The purpose of the Checklist is to enable
City staff todetermine whetherany
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should be easily available from
observations of the site or data available at
City Hall (Critical Areas inventories, maps,
or soil surveys).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
b
RECEIVED
JUL - 9 1996
COMMUNITY SkhvlL;ts
'and submit it to the City. The City will
review the checklist, make a precursory site
visit,and make a determination of the
subsequent steps necessary to complete a
developmentpermit application.
With a signed copy of this form, the
applicant should also submit a vicinity ma
or plot plan for individual lots -of the parcel
Vith enough detail that City staff can find
and identify the, subject parcel(s). In
addition, the applicant shall include
other pertinent information (e.g. site
plan, topography map, etc.) or studies in
conjunction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
I have completed the'attached Critical Area Checklist and attest that the answers provided are
factual, . to the best of my knowledge (fill out the appropriate column below).
Owner I Applicant:
Name
spp_ U
J2 od —,Od
0 --f-^
Street Address
Applicant Representative:
Name
3 4-_64 av� 9 - 1-i
Address
11/11-1 ';>'� _/ 4 �_?
0 W 0, . q,? / .2 ( . -7o t, 17 3 -9— 31 la —
City, State, ZIP Phone City, State, ZIP Phone
Sti Zgn a &tu rce—' �'
Date Signature Date
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetat:ion)
1. Site Address/Location: - 12 1 1 .3 o �- P—P � J�g� 0
2. Property Tax Account Number: 30-;) 70 0/ 6— o C 07 sco,
3. Approximate Site Size (acres or square feet): 1?0 00
4. Is this site currently developed? _�< yes; — no. 0
If yes; how is site developed?
5. Describe the general site topography. Check all that apply-
X Flat:
less than 5-feet elevation change over entire site.
Rolling: slopeson site generaUy less than 15 % (a vertical rise of 10-feet over �'4
horizontal distance of 66-feet).
Hilly: slopespresent on site of more than 15% and less than 30% ( a vertical rise
of 10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: A Approx. Depth:
7. Site contains arm of seasonal standing water: �j c Approx. Depth:
What season(s) of the year?,
S. Site is in the floodway floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? ' Aj u Flows are seasonal? _ (What time of year?
10. Site is primarily: forested meadow shrubs mixed
urban landscaped (Jawn,shrubsetc)
11. Obvious wetland is present on site:
1. Site is Zoned?. 9S
2. kS mapped soil type(s)?
For City StalT Use Only
3. Wetland inventory or C.A. map indicates w'etland present on site? /t/0
4.-.'. :',.Critical Areas inventory or C.A. map indicates Critical Area on site? Ao#
5.. '�it e within' designated earth subsidence landslide hazard area? 4!:e
6. ''SIte designated on the . Environmentally Sensitive Areas Map? X-0
UETERNITNATION
"'STUDY REQUIRED
WAIVER
Reviewed by: 4�s /� 11AM_
lanrArl
PcV01/0404
CONDITI'ONAL WAIVER .
Date
th
a
I A,
92- AM W
PARK
2JI00
of
WS
4V
9191
9120 N 9124 ro 44 .1102
ge 9127 ///6 WALL
WFU 10
9112 9/u 9)12 F//*
1/06 C, 9129 -W
I — - 02 was
9020 902F Vag a : a
902, ZI
— 9022 942S 9027
\90/4
901f
m [
9009
AVE. W. Z
960ir PON 0923
90r"AVE W.
ma
$924
!A 8930 892,41 p 8923 89-24
J 8914 8917 891.8 915 8916 1 8915 8916 1
9 1 0 �r/f
09 89/0 f agog 80/0
890S 6970 AVAr.
ego4 .89,08
go/ 8902 890). 8*90Z
92) 882Z 8821 8822 h3
daze 8620 — le
8814 8817
je
os agog
fl, 807
Z t9
+ + as 841103
t N"0Z I I`
silo 88 rIv M
A V-m. E W.
87/8
fq
-:rV 8718 8719
3-
at If.*At 8721
d4prisr OW.6 t�j
87231
41708 8711
84t.
— � �dtl 8707 t! 1-4
8" tt 4.4AC4r
&Z3
ij. ID? TH. PL. W. N
Tw � W.
-1 0;
L4 tt It'! I � � eill
7'— '-4 86M AVE W.
14
ro 0
8608 8,60S M.
TH --sup
CIO p 10� 10 8523 514 523 "S" 2
8S24 0
86 PL. w <(I 8524 R. r
85*14
8-509 Oslo r4 SS09 Sm
0
8S,04 OD OF*? SS09 pro
Bros
8503 SS04 in- grow "04 3: W3 8506
MML
-4 dh
0
*4 S
.9 94ZI 4 800 .11 8471 jv IMF— P�%
84 8427 8428 8417 8410
roe N 94
MY cn cc $419 8129 14 842-4 84 Is Ul
(of) 8420 Co.
H 8419 4 —ml 84-20 84-19
49409
84,2
9413 M 641S t! t2 N TtlAco
07 —05 :L4 f -,0-2 r. -Ik
N t & N 8401 Z :9
t! all
LE X 'Fr
�v'.- -W AVE-' 84 'rm A Vf. W. "r A Ve. W
Tw AVE WOOD
p'tt t� I* t� Sr m,"Im
N 'a Xpl . . . . . 2 ,
.0 Pi - x WS N
4 �
-4 esjo IBM 51
4
IL tvj
8-510
06 7 13.310 Y - 0.9 8311
... -----r 83041