15730 75TH PL W (2).PDF15730 75TH PL W
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: 91k-5 DETERMINATION: ❑ Conditional Waiver Astudy Required ❑ Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMITS) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
LID #: �/0
LOT: BLOCK:
L:\TEMP\DSTs\Forms\Street File Checklist.doc
Gir tiCal Areas Checklist : (` � 1ki
Site�
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1. f 15 30
Sate Address/Location:
PAY 4e •t �W V ' �D / �DO
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V O.yj? .
3. Approximate Site Size (acres or square feet): 6 sue- ,,
4. Is this site currently developed? T.,
r g
If yes; how /
y o is site developed? � /� G`t,
5. Describe the general site topography Chedc all that apply. , Y N
Fiat. .,d.
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 3.0% 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: IVO Approx. Depth:
What seasons) of the year?,
8. Site is in the floodway IV_ floodplam Xib of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Plows are year-
round? /V 0 Flows are seasonal? /Mb (What time of year? ).
10. Site is primarily: forested ; meadow ; shrubs ; mixed. X
urban landscaped (lawn,shrubs etc) _
11. Obvious wetland is present on site:
For City Staff Use Only -y I. Site is Zoned? 5 - zo S epef
2. SCS mapped soil type(s)? 3 - ,�Q (, L 30'a, t,,...+ 1a er,.—A -
3. Wetland inventory or C.A. map indicates wetland present on site? &p V
4:,- :-,Critical Areas inventory or C.A. map indicates Critical Area on site? %S- 5i4vn Ir„,�
5.. -Site within YG5 l designated earth subsidence landslide hazard area?
-
6. Site designated on the Environmentally Sensitive Areas Map?Stepp
.DET�ERMINATION
r .. STUDY REQUIRED
CONDITIONAL WAIVER
WAIVER
Reviewed by:
Manner
RCYOU0094
Date
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City of Edxnands
Critical "r r�r r(`ti -i'• :i�'..�.Lili1.,.C,C't'�`J �"_...... i`'m E+n �. Y .���7i;•.,Gi6 s��-. �lrj.r',. ,• .
Are -
'as Ch6cC1��t
The Critical Areas Checklist ,contained on
this form is to be filled out by any person
preparing a Development Permit
Application for the Cityof Edmonds prior
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 Ball (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 for individual lots of the parcel
with enough detail that City staff can find
and Ment3ify the subject parcel(s). In
adMon, the applicant shall include
other .pertinent information (e.g. site
phi topography ;nap, etc.) or studies in
cogjunction 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
/y2-0V 6yV11 P.
Street Address
City state, ZIP
Signature ?'
Date
Applicant Representative:
Name
Street Address
City, State, ZIP.. Phone
Signature Date
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City of Edmonds
Critical Areas Determination
Applicant: Grady P. Helseth Determination #: CA-96-154
Project Name: Permit Number:
Site Location: Northwest corner of 158th Property Tax Acct #: 5131 028 007 0005
Avenue W. and 75th Place
W. (15730 - 75th Place W.)
Project Description:
Non -Project Specific
Determination: Study Required:
During review and inspection of the subject site, it was found that the site appears to contain
and/or is adjacent to a Steep Slope Hazard Area pursuant to Chapter 20.15B of the Edmonds
Community Development Code (ECDC). To determine if a Steep Slope Hazard Area does
exist, a topographic survey prepared by a Licensed Land Surveyor'delineating Steep Slope
Hazard Areas must be completed. Any slope over 40% with more than 20 feet of rise will be
classified as a Steep Slope Hazard Area. A 50 foot buffer is required from both the top and
toe of the slope. A 15 foot building setback is required from the 50 foot buffer.
For development of any kind which is proposed within the critical.area, 50 foot buffer or 15
foot buffer setback, it must be shown that the development will not adversely impact the
Critical Area or its buffer, by doing one or possibly both of the following depending on the
outcome of the study:
1. For development proposals which will occur within the 50 foot buffer, but no closer
than 10 feet from the top or toe of the slope, the 50 foot buffer requirement may be
reduced to 10 feet if a study is completed by a licensed geologist or geotechnical
engineer which clearly demonstrates that the proposed buffer alteration will have no
adverse impact upon the site, the public or any private party. All Critical Area Studies
must be completed under a three party contract where the City hires the professional
required, and the applicant pays for the study (pursuant to ECDC Section 20.15B.150).
2. If development must occur within the critical area, buffer, and/or buffer setback; and is
not identified as an exception per ECDC Chapter 20.15B, a Reasonable Use Exception
and Variance must be obtained pursuant to ECDC 20.15B.180A and 20.15B.040C.
All proposed development of the subject lot must meet the requirements of Chapter 19.05
(Building Permits - Earth Subsidence and Landslide) of the Edmonds Community . .
Development Code.
•
s
If the property owner wishes to apply for a specific development permit which they feel
would not impact the Critical Areas located on the site, they may submit their proposal to
the Planning Department for review. If the Planning Department finds that the proposed
development permit will not adversely impact a Critical Areas or its buffers, a conditional
waiver may be issued on a project by project basis.
The site is also in an area designated on the Critical Areas inventory as Slopes with Erosion
Potential. All proposed development must have an erosion control plan approved by the City of
Edmonds Engineering Department.
Name
Date
As a footnote, I have been asked to tell you that no building permit will be issued until the
clouded title is resolved with the lot to the north.
0
2
66 �EET FILE '�` `°'"
5"Y
January 26, 1981
MEMO TO: Hearing Examiner
Planning Department
FROM: James E. Adams
City Engineer/Engineering Division
SUBJECT: COMMENTS FOR FEBRUARY 5, 1981-HEARING EiAMINER
. MEETING
Engineering has the following comments to make on those hearings
scheduled for the February 5,,,1981 Hearing Examiner meeting:
P-3-80 RON SNARE,."WILLOW RIDGE" Six -lot subdivision lo-
cated at 21015 80th Ave. W. (RS-8)
Engineering Division has no objection to this action.
Engineering requirements are attached and apply spe-
cifically to the preliminary plat as submitted. Any
change in the plat design may require changes in the
Engineering Requirements. (See attached.)
V-38-80 MAI,COM JENKINS Variance from required side and front
yard setback at 15730 75th P1. W. (RS-20)
Engineering does not object to the variance. However,
there does not appear to be sufficient square footage
on this property to meet the septic tank minimum re-
quirements. Therefore, we would oppose the issuance
of a Building Permit on the lot.
AP-1-81 RICHARD EKMAN Appeal of decision of approval of
four -lot subdivision at 8726 209th St. S.W. (RS-8)
The comments in Mr. Ekman's appeal request letter of
January 19, 1981 are not germane to the Engineering
requirements.
E *111 L-3 IM I �Nr W-4.0
DS/jf
Encl. (1)
D. Smith dt