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19722 88TH AVE W
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City of Edmon& '
Critical Areas Checklist
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 Edmondsprior
to his/her submittal of a development
permit to the City. -
The purpose of the Checklist is to enable
City staff to determine whether any
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,
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
development permit application.
With a signed copy of this form, the
applicant -should also submit a vicinity map
or plot plan ior individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
other pertinent infonamation (eg. site
plan, topography map, etc.). or studies. in
conjunction with this Checklist to assist
staff in completing theik preliminary
a !ssment 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*
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as
19 - 7 2 a - bD
Street Address
Applicant Representative:
Nam
Street Address
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City, State, ZIP Phone
City, State, ZIP
Signature
Phone
Date
^Ora-%EET FILE CAMLENO. c14--14
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetafton)
1. Site Address/Location:
RECEIVED
2. Property Tax Account Number: 54q_:�, _Cco _Ie*110,_:� _6nnc)
3. Approximate Site Size (acres or square feet): I :]I DOC-) C90 APR 1 3 1994
4. Is this site currently developed? _�Lyes; — no. L_R
PERMIT COUNTIE
If yes; how is site developed?
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a
horizontal distance of 66-feet).
Hilly: slopes present 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: Approx. Depth:
7. Site contains areas of seasonal standing water: t,10 Approx. Depth:
What season(s) of the year? tJ I jq7
8. Site is in the floodway W 0 floodplam t'4 (D of a water course.
9. Site contains a creek or an area where water flo-,ys �cross the grounds'surface? Flows� an year-
round? V40 Flows are seasonal? 1'40 (What time of year? ('Q
10. Site is primarily: forested meadow ;shrubs mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present -on site:
For City Staff Use Only -
'Site is Zoned?.
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Rcv0l/04(94
- FILE
19722 - 8;8 Ave.
Edmonds, Wa. 98020
August 20, 1983
Mr. James Adams, P.E.
City Engineer
City of Edmonds
98020
Dear Mr. Adams:
The City road crew has made several passes at our "across the
street drainage problem", by applying more blacktop to the edge
of both sides of the road. This has helped.
During the last heavy rain I observed the flow that still occurs
from the East side of the road to the West, and I called the Street
Dept. to remind them that they forgot to add butimunious material
to a patch made earlier on the East side of the road to prevent
the runoff from coming over to the West side.
This patch needs about a four foot strip added to the South side of existing
patch - - and this should complete the corrections needed until a
re -surfacing can be made.
This letter is sent because the previous verbal notifications:
(1) to the foreman of the crew completing the work recently; and (2) a
phone request to the Street Dept. detailing the area and extent of material
needed have produced no results. I will not let this item go unresolved
when there is agreement that the added material is needed to prevent
the runoff problem.
Please see that this last item is completed, so that I do not have
to make further communications through.City channels. ( I will be glad
to show you exactly where the problem is so that accurate instructions*
can be conveyed to the Street Crew.)
I Lo -S
'20 i;� k'ej
Sincerely,
�� r,,eo
W. Tom Miller
"z "'- e% -
be 11 &.�
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0 0
CITY OF EDMONDS
PUBLIC WORKS -PARTIVIENT
SUBJECT NAME
W. Tom Miller
19722,'----88bh Ave. W.
Ramr--,4-
WORK STA�RT --- NUMBER
DATE AND TL E
SU MARY Drainage probl further correction:
Patch needs about .
the South side four foot strip added to
existing patch.
FROM DA E
— St 8-2
TO
TO
DATE DATE
To
TO —41DATE
DA I E
0 STREET FILE 0
CITY OF EDIVIONDS HARVE H. HARRISON
MAYOR
200 DAYTON ST. - EDMONDS, WASHINGTON 98020 - (206) 771-3202
OFFICE OF THE CITY ENGINEER
April 11, 1983
W. Tom Miller
19722 - 88th Ave. West
Edmonds, Wa. 98020
Dear Mr. Miller:
Mayor Harrison asked me to answer your letter-. dated April 7,
1983, regarding the drainage from the new development across the -
street from your house.
I received your letter, dated December 31, 1982, and spoke with
you by telephone on the morning of January 4, 1983. At that time,
I told you that we would keep you informed of the progress of the con-
struction of the development. We furnished you with a copy of the
approved development plan, and our Street Department and Engineering
Inspectors have been in daily contact with your neighbor, Mr. McKenzie.
The developer had placed the catch basins at a higher elevation
than was approved.. We stopped the paving until the'catch basins are
reset. With this development, we will be able to place a catch basin
on the west side of 88th Avenue tokeep the drainage from the street
off your property. In addition, we are putting a swale on the east
side of the road to control any water that might sheet flow from the
properties to the east.
I discussed all of these improvements with'Mr. McKenzie, and he
seems pleased. If you have any further questions regarding this
matter, please call me at 771�3202 by April 15, 1983, as the developer
plans to complete his paving early next week.
Sincerely,
Q5ES' U C�_
E
E. S , -'P. E.
v a
y Engine5er
JEA/st
E
k�V.rjj�j\j'EID
Mr. Jim Adams
City Engineer
Edmonds, Wa.
Dear Mr. Adams:
197224 Nth Ave. West
Edmonds, Wa. 98020
Dec. 31st, 1982
Due to impending construction on 88th Ave. W., south of 196th
Street,I am concerned with the drainage problem which may be created
for the residences on the west side of 88th. 'ometime ago a conduit
for drainage was installed in the ditch on the east side of 88th at
19801, 19805, and 19811 - 88th Ave. IV. The ditch was then filled to
a grade level even with the street. Since then, runoff water has been
an increasing problem for the next -door neighbor at 19726-88th Ave. W.
The problem is really created by the lack of engineering applied
to the street itself, as when the sanitary sewers were installed in
the street a few years back, no crown was made to divert runoff prior
to re -surfacing. As a result, runoff from the east side of the street
flows across the street to the west side and is a problem for the
residences on the west which are at a lower elevation. P1
I
On Dec. 30th, I inquired about the engineering plans for conduit
noted piled on the street, and was advised by Mr. Jerry Haust of your
department that Homeland Co. was building a developmnt on a tract to
the rear of 19713-88th Ave. W. He indicated that the open ditch
would be piped and the ditch filled. Examining the slope of the area
with Mr. Haust indicates that there might be a severe runoff problem
unless this installation is engineered to drain runoff on the east
side of the street. Mr. Haust said he believed a catch basin was to
be installed in the drive, (which slopes up the property 100-200 feet
to the east). A conversation with the contractor persons working
on the conduit on Dec. 31st, indicated that they were not sure about
location of a catch basin and the driveway, although they were in
the process of installing pipe through the driveway area.
Faulty design and installati - on can certainly create a water
problem for the residents on the west side of the street, and!
possibly some damage claims against the city. I would certainly
appreciate your attention to this situation and would like to
have you phone me regarding confirmation that an engineering plan
exists. It appears urgent that this be reviewed before.the install-
ation is made.
Thank you!
Sincerely,
IV Alm
W. Tom Mill (776 3071)
��)44 &.,1%
cc: Mayor Harrison
Councilman Nordquist
am
04
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IN
" . . ff
19722 - 88th Ave. W.
Edmonds, Wa. 98020
April 7, 1983
Mayor H. Harrison
City of Edmonds
Edmonds, Wa. 98020
Dear Mayor Harrison:
On December 30th, 1982, 1 directed a letter to the Edmonds
Engineering Dept. concerning a drainage problem confronting
residents on the West side of 88th Avenue West. A copy
of this letter was left with your office to provide some
information to you with respect to the possible outcomes
if the drainage problem was not corrected. The need was
expressed for an engineering remedy to preclude a suit
being brought against the City for damages due to negligence
and/or malfeasance.
To date I have no response from you regarding this concern.
The development across the street has graded out a drive extend-
ing the course of the property, and now drains about 300 feet
of slope from the East edge of the property down to 88th Ave. W.
Because of the engineering plan approved by the City Engineer,
the drains are located above surface level, and neighbors and
myself have experienced substantial influx of soil as well
as water since construction began three months ago.
In addition, the residents upon the East side of the
street have installed culvert and filled the open ditches
which previously retained and drained the runoff water that
accumulated from the slope on the East side of the street.
The basic problem is a lack of crown on the street to
prevent runoff from encroaching upon the residential properties
on the West side of the street. The contributing factor has
been the approval, authorization to,fill open ditches with
culvert without the consideration of engineering requirements
to have drains at ground level or below, design drive slopes
to ensure runoff to drains rather than cross the street
uninhibited because of lack of street crown.
Your lack of response causes me some concern about the
problems which involve the City, wherein notification of
a need might prevent liability for the future. At this
time I ask you what remedy can you offer those of us who
face this problem? I can assure you we would seek some
resolution before making legal action a necessity.
Sincerely,
W. Tom Miller, Ph. D.
cc: J. Nordquist, City Engineer, 88th Ave, W. Committee
1W%
STREET PIL: E"
CITY OF EDMONOS HARVE H. HARRISON
MAYOR
200 DAYTON ST. - EDMONDS, WASHINGTON 98020 - (206) 771-3202
OFFICE OF THE CITY ENGINEER
April 11, 1983
W. Tom Miller
19722 - 88th Ave. West
Edmonds, Wa. 98020
Dear Mr. Miller:
Mayor Harrison asked me to answer your letter, dated April 7,
1983, regarding the drainage from the new development across the
street from your house.
I received your letter, dated December 31, 1982, and spoke with
you by telephone.,on the morning of January 4, 1983. At that time,
I told you that we would keep you informed of the p:�ogress of the con-
struction of the development. We furnished you with a copy of the
approved development plan, and our Street Department and Engineering
Inspectors have been in daily contact with your neighbor, Mr. McKenzie.
The developer had placed the catch basins at a higher elevation
than was approved. We stopped the paving until the catch basins are
reset. With this development, we will be able'to place a catch basin,
on the west side of 88th Avenue to keep the drainage from the street
off your property. In addition, we are putting a swale on the east
side of the road to control any water that might sheet flow from the
properties to the east.
I discussed all of these improvements with Mr. McKenzie, and he
seems pleased. If you have any further questions regarding this
matter, please call me at 771-3202 by April 15, 1983, as the developer
plans to complete his paving early -next week.
JEA/st
Sincerely,
_�_k _2:�
J E
AMES E. ADAM , P.E.
En'gineer
0
0
STREET FILE
Mayor H. Harrison
City of Edmonds
Edmonds, Wa. 98020
Dear Mayor Harrison:
19722 - 88th Ave. W.
Edmonds, Wa. 98020
April 7, 1983
On December 30th, 1982, 1 directed a letter to the Edmonds
Engineering Dept. concerning a drainage problem confronting
residents on the West side of 88th Avenue West. A copy
of this letter was left with your office to provide some
information to you with respect to the possible outcomes
if the drainage problem was not corrected. The need was
expressed for an engineering remedy to preclude a suit
being brought against the City for damages due to negligence
and/or malfeasance.
To date I have no response from you regarding this concern.
The development across the street has graded out a drive extend-
ing the course of the property, and now drains about 300 feet
of slope from the East edge of the property down to 88th Ave. W.
Because of the engineering plan approved by the City Engineer,
the drains are located above surface level, and neighbors and
myself have experienced substantial influx of soil as well
as water since construction began three months ago.
In addition, the residents upon the East side of the
street have installed culvert and filled the open ditches
which previously retained and drained the runoff water that
accumulated from the slope on the East side of the street.
The ba'sic problem is a lack of crown on the street to
prevent runoff from encroaching upon the residential properties
on the West side of the street. The contributing factor has
been the approval, authorization to,fill open ditches with
culvert without the consideration of engineering requirements
to have drains at ground level or below, design drive slopes
to ensure runoff to drains rather than cross the street
uninhibited because of lack of street crown.
Your lack of response causes me some concern about the
problems which involve the City, wherein notification of
a need might prevent liability for the future. At this
time I ask you what remedy can you offer those -of us who
face this problem? I can assure you we would seek some
resolution before making legal action a necessity.
Sincerely,
W. Tom Miller, Ph. D.
cc: J. Nordquist, City Engineer, 88th Ave. W. Committee
APPLICATION
for
The City of Edmonds SIDE SEWER PERMIT
STmEET FILE
ri NEW CONSTRUCTION REPAIRS
.................... I ......................
OWNER
ADDRESS /,�-�-,.22 I .......... . . .... ..........
---
EASEMENT No. 1e..
I -JD J6 /
CONTRACTOR ... � v � - - I— 5-� �/ A! �- ........................................... PERMIT N o.—
.........................
LEGAL DESCRIPTION: LOT No . ...... --9 - - ------------------------------- BLOCK No. ....................... . .............
NAME OFADDITION ..... /76�6�4�� ..... ZY.1-
..... ...........
................ - ----------------- - 7
DATE .................. ...... ................ By
11
CITY OF EDMONDS
CIVIC PENTER — WATER -SEWER DEPARTMENT Call ]PROSPect 6-1107 when work
is ready for inspection. (No inspec. MTo
SIDESEWER PERMIT tions Saturday, Sunday or holidaa7s.) IN - - 3316
ADDRESS ------------- -------- jaZ?;Z.. -
— 6yp�p)qq� --- ................................... - ---------------------------------------------------------------------- .......
OUWER -------------- A..—T.QM_,kji.1.1eT .................... ------------------------ CONTRACTOR ...... $Ani-Safe
-------------------------------------------------------------------
Perniission is granted J.U1y_-jL+_ .................. 19 ..... 6.� for ---- ------------------- days to REPAIR or CONNECT a side sewer
with City Sewers in accordance with application on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE No. I—Tbe owners of the Property may obtain a Permit to construct sewer inside Property line. A licensed Side Sewer Contractor must
be employed to construct side sewer in street area. Do net cover any portion of sewer before it has been inspected.
NOTE No. 2—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get per I mit.
NOTE No. 3—Top of side sewer must have 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 to original condition. Contractors shall be responsible for
failure due to improper work which may develop within one year of completion.
NOTE No. 5--It is unlawful to alter or do any other work than is provided for in the permit, or to do any work on t
tenances except to insert the pipe into the wye. he main sewer or its appur-
NOTICE:
-ra"n -Y ... ot - -
NO war
The information shown on the attached
map(s) was compiled for use by the City Of
Edmonds- its Employees and Consultan,ts.
Th,.e City ofEdmonds does. not. warrant the
anything set forth on these
accuracy of
rnap(s�. An . y person or entity -requesting a
copy should conduct an independent
0 'ation shown- on
inquiry regarding th*e inf rm
tF� -rnap(s)., including, but not limited to,
the lociation of any sew-er stub shown. Suc
sewer stubs may or may, not e-xist. and may
or may not exist at the location shown
Neither the City of Edmoinds nor its
emp*l*o*yee's o*r offi-ce-rs -sh-al-1 be 1..ia.bl-.e for the
information given' on this rnap(s), nor for
presentation provided based
any one re
upon said. map(s).