CRA19930163.PDFCritical Areas Checklist-
Site Infor.w n
.�coject•Name: /V Permit Number:
Site Location: 3/2 61511PPIC 111Ca /property Tax Account Number: 5654o 0001- D 10 00
Approximate Site Size (acres or square feet): 12.1 500 SF
Have you filled out a Critical Areas Checklist for a project on this site before?
General Site Conditions
1. Has the site been cleared or logged? Date of most recent action:
Soils / Topography
2. In the Snohomish County Soil Survey, what is the mapped soil type(s)? Sa t4 TM r c14 f&
3. 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 of horizontal distance.)
(/ Steep: grades of greAter than 30% present on site.
•
Comments JrW Seo1OE5 S fl6Pt y 00W 1\J b-RI2P Ff-d m PW i-►NC_
HydrologyNegetation
4. Site contains areas of year-round standing water:_
5. Site contains areas of seasonal standing water: Approx. Depth:
6. Site is in the floodway 40 floodplain �J 0 of a water course.
7. Site contains a creek or an area where water flows across the grounds surface? /JO flows
are year-round? I Flows are seasonal? NO
8. Site is primarily: forested : meadow ;shrubs ; mixed
9. Obvious wetland is present on site: g
10. Wetland inventory or map indicates wetland present on site: 90
11. Critical Areas inventory or map indicates any Critical Area on site:
-- For City Use Only
STUDY REQUIRED: Critical areas study is required.
CONDITIONAL WAIVER: Critical areas*study*:not required if specified conditions satisfied.
WAIVER: Critical areas study is not required.
Determination Number: i —JC( 3 tP3 Reviewer
Planner Date'.
Rev 3/27/92
-16,
u
'Y90 199"
City of Edmonds
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 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 Hall (Critical Areas
inventories, maps, or soil surveys).
PERMIT C0 UN�R
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
of the parcel with enough detail that City
staff can find and identify the subject
parcel(s). In addition, the applicant is
encouraged to include any other pertinent
information 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 / Applicant:
AV -,Ulf 41�k/S�T*yJOA/
Name
OWN Cl2 .
Title
1� 31 Z 61-ymldlc View eervc
Street Address
City, State, ZIP Phone
G l %93
Signature Date
Applicant Representative:
00MLS M. I-ouYA
Name
kIZG41 'TE5-Gi
Title
&l - FIRST AVE- MEz2AN 1A1C
Street Address
SCAc( f wA--
City, State, ZIP Phone
46 M. l0 -7/93
Signature Date
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AL CONSERVATION SERVICE—
SNOHOMISH COU
SOIL LEGEND
:' • SYMBOL NAME
1
Alderwood gravelly sandy loam, 2 to 8 percent slopes
2
Alderwood gravelly sandy loam, 8 to 15 percent slopes
Alderwood gravelly sandy loam, 15 to 25 percent slopes
4
Alderwood-Everett gravelly sandy foams, 25 to 70 percent slopes
5 -- -""
Alderwood-Urban land complex, 2 to 8'0ercent slopes
6
Alderwood-Urban land complex, 8 to 15 percent slopes
7
Bellingham silty clay loam
8
Bellingham Variant mucky silty clay loam
9
Cathcart loam, 3 to 15 percent slopes
10
Cathcart loam, 15 to 25 percent slopes
11
Cathcart loam, 25 to 50 percent slopes
12
Cryohemists, nearly level
13
Custer fine sandy loam
14
Elwell silt loam, 3 to 30 percent slopes
15
Elwell-Olomount complex, 15 to 30 percent slopes
16
Elwell-Olomount-Rack outcrop complex, 30 to 60 percent slopes
17
Everett gravelly sandy loam, 0 to 8 percent slopes
18
Everett gravelly sandy loam, 8 to 15 percent slopes
19
Everett gravelly sandy loam, 15 to 25 percent slopes
20
Fluvaquents, tidal
21
Getchell silt loam, 3 to 30 percent slopes
22
Getchell-Oso complex, 15 to 30 percent slopes
23
Getchell-Oso-Rock outcrop complex, 30 to 65 percent slopes
24
Greenwater loamy sand
25
Hartnit-Potchub-Rock outcrop complex, 65 to 90 percent slopes
26
Indianola loamy sand, 15 to 25 percent slopes
27
Kitsap silt loam 0 to 8 percent slopes
28
Kitsap silt loam, 8 to 25 percent slopes
29
Kitsap silt loam, 25 to 50 percent slopes
30
Lynnwood loamy sand, 0 to 3 percent slopes
31
Lynnwood-Nargar complex, 65 to 90 percent slopes
32
McKenna gravelly silt loam, 0 to 8 percent slopes
33
Menzel silt loam, 0 to 3 percent slopes
34
Mukilteo muck
35
Nargar fine sandy loam, 0 to 15 percent slopes
36
Nargar fine sandy loam, 15 to 30 percent slopes
37
Nargar-Lynnwood complex, 30 to 65 percent slopes
•
38
Nargar Variant sandy loam, 3 to 30 percent slopes
39
Norma loam
40
Norma Variant loam
41
Ogarty-Tokul-Rock outcrop complex, 65 to 90 percent slopes
42
Olomount gravelly loam, 3 to 15 percent slopes
43
Olomount-Elwell-Rock outcrop complex, 65 to 90 percent slopes
44
Orcas peat
45
Oso gravelly loam, 3 to 15 percent slopes
46
Oso-Getchell-Rock outcrop complex, 65 to 90 percent slopes
47
Pastik silt loam, 0 to 8 percent slopes
48
Pastik silt loam, 8 to 25 percent slopes
49
Pastik silt loam, 25 to 50 percent slopes
50
Pilchuck loamy sand
51
Pits
52
Potchub silt loam, 3 to 30 percent slopes
53
Potchub•Hartnit complex, 15 to 30 percent slopes
54
Potch ub-Hartnit- Rock outcrop complex, 30 to 65 percent slopes
55
Puget silty clay loam
56
Puyallup.fine sandy loam
57
Ragnar fine sandy loam, 0 to 8 percent slopes
58
Ragnar fine sandy loam, 8 to 15 percent slopes
59
Riverwash
60
Rober silt loam, 0 to 15 percent slopes
61
Rober silt loam, 15 to 30 percent slopes
62
Rober silt loam, 30 to 65 percent slopes
63
Skykomish gravelly loam, 0 to 30 percent slopes
64
Snohomish silt loam
65
Sulsavar gravelly loam, 0 to 8 percent slopes
66
Sultan silt loam
67
Sultan Variant silt loam
68
Sumas silt loam
69
Terric Medisaprists, nearly level
70
Tokul silt loam, 2 to 8 percent slopes
71
Tokul silt loam, 8 to 15 percent slopes
72
Tokul gravelly loam, 0 to 8 percent slopes
73
Tokul gravelly loam, 8 to 15 percent slopes
74
Tokul gravelly loam, 15 to 25 percent slopes
75
Tokul-Ogarty-Rock outcrop complex, 0 to 25 percent slopes
76
Tokul-Ogarty-Rock outcrop complex, 25 to 65 percent slopes
•
77
Tokul-Winston gravelly foams, 25 to 65 percent slopes
78
Urban land
79
Verlot mucky silt loam, 3 to 25 percent slopes
80
Winston gravelly loam, 0 to 3 percent slopes
81
Winston gravelly loam, 3 to 30 percent slopes
82
Xerorthents, nearly level
• City of Edmonds
Critical Areas Determination
Applicant: Kristjanson, Douglas Determination #: CA-93-163
Project Name: Permit Number:
Site Location: 18312 Olympic View Drive Property Tax Acct #: 5656-002-010-00
Project Description:
New Garage
Waiver Criteria (all criteria must be found to apply):
XX There will be no alteration of the Critical Area or its required buffers;
• XX The development proposal will not impact the Critical Area in a manner contrary to
the goals, purposes, objectives and requirements of the Critical Areas ordinance;
•
XX The development proposal meets the minimum standards of the Critical Areas
ordinance;
XX The above findings are based on the following conditions of approval:
I. Any future construction must complete a new Critical Areas Review
3. No new construction is allowed west of the eastern side of the existing
Residential - Single -Family - 12,000 square feet of area required per lot house
Based on the above findings and conditions, the requirement for a Critical Areas Study
associated with this development permit is hereby Waived, as authorized by Chapter
20.15B.150 (B) of the Edmonds Community Dev ment Code.
John Bissell, AICP F�
Name (]S* ature Date
a-