18602 SOUNDVIEW PL.PDF11111111111111
13183
18602 SOUNDVIEW
PL
0
ADDRESS:
TAX ACCOUNTIPARCEL'NUMBER: ago -, d?m
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
I
CRITICAL AREAS:. 00 ' 132 DETERMINATION: F] Conditional Waiver --o-study Re . quired 0 Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):- z A am!
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORTPLAT
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
LOT:
LID #: '
BLOCK:
LATEMP\DSTs\Fon-ns\Street File Checklist.doc
#P20
CA File No: O(Os- I
Critical Areas! Checklist
Site Information (soils/ topography/ hydrol O'g / e t ti
'y V Re a ion
1. Site Address/ Location: '�Y_Vmd View -H 21*Pk-/S Ak
2. Property Tax A . ccount Number:m �_e5 5e&00;;�00
3. Approximate Site Size (acres or square feet):
4. Is'this site currently developed? Xyes; no.
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 pres,ent 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): k.�Megs;,
6. Site contains areas of year-round standing water: Approx. Depth:
7. Site contains 'areas of seasona . I standing water: A/0 Approx. Depth:
What season(s) of the year?
8. Site is in the floodway floodplain of a water course.
9. Sit;xtains a creek or an area where wate fl across the grounds surface? Flows are year-round?
Flows are seasonal? (What time of year?
10. Site is primaril : forested meadow shrubs mixed
y
urban landscaped (lawn, shrubs etc)
11. Obvious wetland is present on site: ---------- X
— ----- For City Staff Use Only a F2!f
1. Plan Check Number, if applicable? NQYJ�& b�JQWV�.
2. Site is Zoned? P- 6 — 12- - . I
3. SCS mapped soil type(s)? 3* Alde4wyocl &ravf�Ll.0
4. Critical Areas inventory or C.A. map indicates Critical Area on site? —6yot;i ovi Yia-wLy-ok pomiial
5. Site within designated earth subsidence landslide hazard area? 1,10.
wk C'COC"�"f_�D P"Op"DETERMINATION
(15 t4 -STUDY REQUIRED WAIVER
Reviewed by: r] ou 00 a i Date; 02414 1-2,00 (9
Critical Areas ChecklisLdoc/3.25.2004
117 C. W)
0 #P20
Cityo'f Edmonds
Development ServicesfAipi"i V E
Planning Division
Phone: 425.771.0220 FEB, - 3 20M
Fax: 425.771.022
bEVELOPMENT SERVICES
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 the application 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 I Hall (Critical areas inventories, maps, or soil
surveys).
Date Received:
—�-1
City Receipt#: 1-*'g I
Critical Areas File #: lebO to — 00 1 a
Critical Areas Checklist Fee: " $135.00
Date Mailed to Applicant:�
A property owner, or his/her authorized 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.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form. In
addition, the applicant shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees
to release, indemnify, defend'and hold the. City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based ' in whole or part upon false, misleading, inaccurate or
incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to file this application on the behalf of the owner as listed below.
SIGNATU I RE OF APPLICANVAGENT DATE z;2 060
Property Owner's Authorization
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application,
c
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posating dant to this ap lic ion.
SIGNATURE OF OWNER ATE Of* 61
Owqer/Applicant:
AL4
Nlirr;e
Street Address
Llf A9- AO
if�j 01 to 14- :1 W
City State Zip
Telephone: 5-- v, tifv - 4 -al-V -3
Email address (optional):
Applicant Rep resentative-:,
Name)
StreetAddge.ss
AM 47flo
City State Zip
Telephone: /Q0 -2611- -7177,
Email Address (optional):
6 CITY OF EDMONDS 0
CRITICAL AREAS RECONNAISSANCE REPORT
Site Location:
18602 Sound View Place
Tax Acct. Number:
00434600200900
Determination:
Study Required
Determination #:
CA-2006-0013
Applicant:
Betty Torrell
Owner:
Vicki Haynes
CRITICAL AREAS RECONNAISSANCE REPORT: STUDY REQUIRED .(CA-2006-0013)
During review and inspection of the subject site, it was found that)the site may contain or be
adjacent to critical areas, including a Landslide Hazard Area pursuant to Chapter 23.40 of the
Edmonds Community Development Code (ECDC). There appears to be a steep slope
(approximately 80%) on/adjacent to the western -most portion of the property near the railroad
tracks. Overall, the property has a gentle slope (approximately 12-14%).
GENERAL CRITICAL AREAS REPORT REQUIREMENTS
Critical Areas Reports identify, classify and delineate any areas on or adjacent to the subject
property that may qualify as critical areas. They also assess these areas and identify any
potential impacts resulting from your specific development proposal. If a specific development
proposal results in an alteration to a critical area the critical areas report will also contain a
mitigation plan. You have the option of completing the portion of the study that classifies and
delineates the critical areas and waiting until you have a specific development proposal to
complete the study. You may also choose submit the entire study with your specific
development application.
Please review the minimum report requirements for all types of Critical Areas which are
listed in ECDC.23.40.090.D. There are additional report requirements for different types of
critical areas (see below).
Note that it is important for the report to be prepared by a qualified professional as defined
in the ordinance. There are options on how to complete a critical areas study and an
approved list of consultants that you may choose from. You may contact the Planning
Division for more information.
General Mitigation Requirements for all Critical Areas are discussed in ECDC 23.40.110
through 23.40.140.
STUDY REQUIREMENT — LANDSLIDE HAZARD AREA
It appears that this property contains or is adjacent to a Landslide Hazard Area.
• A Landslide Hazard Area is any area with a slope of forty percent (40%) or steeper and with
a vertical relief, of ten (10) or more feet (except areas composed of consolidated bedrock).
• Landslide Hazard Areas are further defined and illustrated in ECDC 23.80.020.13.
In addition to the general requirements for Critical Areas reports referenced above, specific
Critical Area report requirements for Landslide Hazard Areas are provided in ECDC
23.80.050.
DEVELOPMENT PROPOSALS ASSOCIATED WITH LANDSLIDE HAZARD AREAS
Development is restricted within a Landslide Hazard Area and its buffer.
I
Projects that will intrude into these areas will require a report by a licensed Geotechnical
Engineer.
* The criteria that are applied depend on the amount that the buffer is reduced.
0 The buffer can be reduced to a minimum often (10) feet (with an additional 15' building
setback per ECDC 23.40.280) if a report is prepared that meets the standards listed in
ECDC 23.80.050). The alteration must also meet the requirements listed ECDC 23.80.060.
In addition, proposals to reduce the buffer to less than ten (10) feet must comply with the
design standards listed in ECDC 23.80.070.A.3.
ALLOWED ACTIVITIES
Certain activities are allowed in or near critical area buffers as specified in ECDC 23.40.20. If
you have any questions about whether your proposed development qualifies as an allowed
activity, please contact a Planner for more information.
EXEMPT DEVELOPMENT PROPOSALS
Certain development proposals may be exempt from Critical Areas Requirements (ECDC
23.40.230). If you think that a specific development proposal may be exempt, contact a
Planner for more information.
Gina Coccia, Planner LVA4/P- Febr6ary 14, 2006
Name, Title U Signature Date
NOTE: Cited sections of the Edmonds Community Development Code (ECDC) can be found on
the City of Edmonds website at www.ci.edmonds.wa.us.
4
04/13/92 08! 18 FAX 1., LOVELL SAUERLAND
FAX COVER SHEET_,
Lovell-Sauerlana & associates �yhh'wood:! (206) 775-1591
19400 33rd.Avenue iw. sulta zc)o Seattle: (206) 340-0830
Lynnvocxi, Washington 98035 FAX: (206) 672-7998
Engine . eLrs / surveyors PlL�ers Developzent Consultants
Date: April 13, 1992 Viae 09:00 t-SA Job -No. 2792
TO:
Lyle Chrisman of City of Edmonds
SUWECT:
Runkel residence
771 - C�2,Zj
PHONE: 771-3202 PAX: 4L
FROM: Craig Campbell !4PR
4�/Vqljv, 3 199�
COVER SHEET PLUS PAGES
Lyle,
I was asked by Art Runk&I to verify the quantil�y of excavation
at his construc-hion site. I checked the excavation at 8; 15 tj:Ljs
zo=ing, us ing a tape Measu=e to =ea!5ure the dimensioris of the_
various sections of the excavation. I judged the original grade
by the location of! thit topsoil layer, and by' ; estimation of
MY
the where a projeution of the su=aundi_nq te:rrain would pass
tkrough the excavation.
The excavation was essentially o0laplets at the�time, except for
one nar ow trench at the west'corner of the future house.
Additional yardage was.esti-mated for the uncompleted trench.
My es7timate of the e=avation quantity for the'.house is 235
cubic yardg. If you would like to see a detailed breakdo�,m of
how I arrived at this, please- let me know.
t> (65 6ap
I
U
The City of Edmonds
APPLICATION
for,
SIDE SEWER PERMIT
NEW CONSTRUCTION 0 REPAIRS 0
EASEMENT No . .................
I L--/ L) / �;- /
OWN ER: ----- �)-. TA I It -tl ..........
CONTRACTOR T.Z-2e PERMIT No
ADDRESS ........ S!-� e
........... ---------
LEGAL DESCRIPTION: LOT N . . ...........
.
............................... BLOCK NO. ....................................
.......................
NAME OF ADDITION .....
........ ...........
ui
u-
F—
&JU
Uj
cc:
MAI fL4
Approved:
P P
iv 0 V
DATE................ .....
. ...... By ...................
APPLICATION
for
The City of Edmonds SIDE SEWER PERMIT
NEW CONSTRUCTION E] REPAIRS E] EASEMENT No . ..........................................
1.21-02700
OWNER ........... ftrtha H. Forkner
..................................................................... ....................... CONTRACTOR ......................................................................................... ........ PERMIT No . ......................
ADDRESS ........ la6.0Z.-Soundyiew .. Place ........................................... LEGAL DESCRIPTION: LOT No . ............................................ ... BLOCK No . ............................................
NAME OF ADDITION
CITY OF EDMONDS
CiiViC CENTER — WATER -SEWER DEPARTMENT Call FRospect 6-1107 when work
is ready for inspection. (No inspec-
tions Saturday, Sunday or holidays.) N2 2560
SIDE SEWER PERMIT
ADDRESS ................. 1 ... 8.5-22 .... S.ou.ndvkew__Plac
.......... g ........... ....................................................................................................... .......
OWNER ................... B.e-rth.a --- Forkner ..................................... CONTRACTOR. United Utilities
.. .. ....... .. ---------- -------- ...............................................................................
Permission is granted ... Xqye-mber .......... 21 .... 19-6-7, 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. 1—The 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 not 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 permit.
perty line; minimum grade of 2%.
NOTE*No. 3—Top of side sewer must have at least 30 Inches coverage at property line and 12 Inches inside pro
No bends In grade sharper than % will be permitted.
�0. 4—Trenchesuin street must be water settled and surface of street restored to original condition. Contractors shall be responsible for
failure d e to improper work which may develop within one year of completion.
NOTE No. 5—It Is unlawful to alter or do any other work thazi is provided for in the permit, or to do any work on the main sewer or Its appur-
tenances except to insert the pipe into the wye.
Dye Tested On Sewer 1972
Approved:
DATE................................................ By ......................................................................