20617 88TH AVE W.PDFIIIIIIIIIIIIII
15458
20617 88TH AVE W
"Z)4Y<)
CITY OF EDMONDS
Address of Construction:
SI'QE SEWER
PERMIT
EDMONIDS
TREATMENT 'PLANT
A
Property Legal Des cription (Include all easements),:
EDMOrIDS
NT I
C
Owner and/or Contractor:
0.
State License No. 'Building Permit N
. MI_S_�ingle Family
0 Multi -Family (No. of Units-)
El Commercial
0 Public
as indicated on the back of the Permit Card.
Invasion into City Right -of -Way: M-95� El Yes
RW Construction Permit No.
Cross other Private. Property 0 No El Yes
Attach legal description and copy of recorded easement
11,2
Date
'CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION *
OFFICE USE�ONLYr
FOR INSPECTION CALL 7?t--3M,- PUBLIC WORKS DEPT.
-77 04;��
Permit Fee: Issued By Z1,
Trunk Charge. 0��. Do Date Issued:
Assessment Fee: Receipt No.:
Lid No.:
Partial Inspection: Date -Initial -
Comments
Reason Rejected: Date -Initial -
Final Inspection Approved: Date/&/±_1zInitiaI' A?'i
** PERMIT MUST BE POSTED ON -JOB SITE **
11 -
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Revised 3190
9
Side Sewer Drawing
The City of Edmonds
EASEMENT NO . ............................................
NEW CONSTRUCTION K REPAIRS n LID NO . ................... ASMT. NO . ..................
OWNER.................................................................................. ............. CONTRACTOR .................................................................................... PERMIT NO. ?? 9.9
LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
JOB ADDRESS -o2.0.41-7 -------- Z3 ....... 141-6 ..... A/
4
..................................................................................................................... ---- EDMONDS ----------- --
EA
NAMEOF ADDITION .................................................................. ... . . .....
9A.rMe- 0,r-a-3e-
F,ro,%-r
laaar
— 1---i
4 $qs a
st�cl
H" L150
(Umt 0
V—Lq ,
7 7 p-� -9r- -� - 7
EDMONDS
jTREAl,",l,lLiNf
r*t �4 e-
Approved:
.7 ............. By ... i M. ------ /� ..............................
PWW-0001-1 1/75 (REV.1 1/78) DATE 111ml --
a
--)4F
7 991-If
October 6, 1997
Mr. Paul Stromme.
StroMMe ConStIrUCtiOn
9623 - 8th Avenue N.E.
Seattle. WA 99115%
DeaT Mt. Stromme:
Attached are- the inspection records for your two houses at Allen Lot #3 with sn'addre&q
at 20615 - 88th Avenue W. in Edmonds and Allen Lot #2 at 20617 - 88di Ave]Due W. in
Edmonds. I ilivestigated the two lots In June and reconmebded a steel pile foundation.
The structural engineer. designed the foundation to my recommendations and I inspected
tile pile. installation as the work was ill progress. Attached are inspection records.
Adequacy of all0wable capabilities was determined by dynamic driving performance. Ile
InbeTed as on the field copy of the plans. All are to Iny satisfaction.
piles are nu
very truly,
James Eatono PE.
72-4302
Attachments
CC
3.
A%,
iP--IFIES
JAMES EATON, PE 9%- GEOTECHNICAL SERVIL;hb
(2o6) 682-6942 fox Box 126 0 Hobaft, VVA W02!5
MI,
McDOWELL NORTHWEST., INC.
PILE DRIVING - FOUNDATION CONSULTANTS - PIN & AUGERCAST PILE
18800 80th PI. So. - KENT, WASHINGTON 98032
(206) 251-8570 - FAX: (206) 251-8628
page I
T t, M 5-r
&7- 9
Address 206/457- 987"" 4d C- bm $I k/A
Date 'I- - 17 -7..
#L
19
#9. & - # 17. 17' #25. 1 1
-J:,�-'#33.
#2.
#10.-1& #18. #26. /Y�#34.
#3.
#27. #35.-- 15-'
#4.
--21
# 12. :��:j�2 0. �J 2 8. 'C 3 A /3
#5.
/7
#13. -zL±�-#21 1-31" #29. 6 #37. A IV
#6.
IqL
# 14. # 2 2. .2-o #30. 20 #18'. /7'
#7.
13'
-q�#31. 2- 39 -
#15. #23.-L A
#8.
#16. #24. ;21 #32. Air #40 /&2
All pile driven to refusal* *3 cycles of less than I" in -/S*
seconds using a 6SO YT/LB hammer-d� d�, (L
Job Name -ST/2 IJ 7'1-1 "'1 ' ecr)'13
Address o?06 - F9 Xvi
Date 2- -9:2 -17
page 2
44Z-o-" loT23
0', 'FbA40-mbs'l Mq
#41. —#57. _L315-05.
#73.—
--Lq—#49.--LIL
#42.—/&-'---fl5O.-/�#58.-L3-i--#66.
#74.
#43.-LY�#51.-Idi' #59.-±!L! #67.__------j75.
#44-L-L-02. #60.-----#68.__-----#76.
#45. 151
#77.
#46. /3 #54.
#78.
-#561�� -------fl72.
#64.
#80.-
7,7/.)L A
All pile driven to reffissal* ;FN cycles of
less than V in -EL -
seconds using a -Yzf-O--FT/LB hanuner 1-1,1A.4a4le-
W
CASCADE TESTING LABORATORY, INC.
TESTING & INSPECTION / ENGINEERS . . . .�:
12919 N.E . 126TH PLACE
PREVIOUS
REPORT NO.
No. '9 2 17 9
KIRKLAND, WASHINGTON 98034 (206) 823-9800
EVERETT (206) 259-0817
E
DAZT�
NO.
(?/CE81.
7
-42
PROJECT
...
10�
LOCATION
r
;W17 FS-Y-9-
TO: c vt-s4-
BLDG. PERMIT NO. OWNER
!7;70 7,0(p
WEATHER TEMP. AT AM
AT
ENGINEE7/
ARCHITFQT
,7
ATTN:
CONTIIACT
(2)
(3)
INSPECTION PERFORMED
/RESTEEL
ITE S SPECTED
7FOOTINGS
FOUNDATIONS
RESTEEUCONCRE TE ONLY
SLAB-
RESTEEUMASONRY STR.STfWELDING
AUGER CAST PILES
COLUMNS
OTHER STR.STIBOLTING
DRILLED PIERS
— WALLS
— BEAMS
(4)
Lq,qATION (AREAS) 1�0 UbjaL t'6 vt
(Ima
0
�5)
ONCRETE/MASONRY MIX NO.
DESIGN STRENGTH (f'c)
SUPPLIER
TOTAL CU. YD. PLACED
SLUMP (INCHES)
SPECIMENS CAST
AIR CONTENT(%)
SEE CYLINDER REPORT NO
_JZ�YES_NO —ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT.APPROVED PLANS, SET NO.
COPIES TO:
INSPECTOR:
FIELD - REPORT
FORM NO. CTL-89-1
SIGNED:
Oozeo 'mjx-t Av"Al
R5CF.IVE
'0
Aa I 1� 1,97
June 101, 1997 �)ZRMJT COUNTEF,
Mr. Paul stromme
Stromme Construction
9623 - Sth Avenue N.E.
Seattle, WA 98115
JtE: Edmonds Sho rt P&t
. . .11"
Dear Mr. Stromuie:. , V
you intend to develop two lots of a short plat in Edmonds. The lots are known as Lots 2
and 3 of Short Plat 5-8-85 in the vicinity of 20621 - ' 89th Avenue W. The two lots occupy
a swale in such a way that par4 of -both building areas will necessarily be. near the axis of
the swale. Rrom your long familiarity with the property and from soil test holes you had
me dig on'adjoining property and along the a3ds of the same- swale last year, you anticipated
unfavora�le conditions for foundation support on your current project- Four Dew test pits
were dug this past'week end to determine foupdation needs for. the two new lots.
Page three of this letter report is taken from a January 13, 1997 Boundary Line Adjustment
by Lovell-�auerland & Associate-% Inc. ft shows permiss!'ble building envelopes and.the
locations at which test holes were dug. Subsurface conditions Doted. are briefly describes
on page four.
Ile deepest r . elevant soil is glacial till in which all test holes terminated. Within the $wale,
soft and parfiaBy.-organic sedimeot.has'accumulated over thousands of -Yeam Very roughly
between 114 and 4 feet thick of loam with rubble and some oirganic.matter.have be-6n filled
over the native soil.
The natural organic -containing sediment is saturated below the Approximate natural
'topographic low
Ilese conditions preclude your. having a conventional spread footing foundation system.
I Tec*mmend that the house be supported, on small -diameter steel piles. I spoke with
Mr. Voelker, your structural engineer, who bas concluded that the optimum pile size would
be 3 inch. Fxact lengths will be dictated by load requirements and driving performance as
on the completed adjacent house.
JAMES EATON PE 0% GEOTECHNICAL SERVICES
(206) 682-aw Box 126 * Hobart. WA 98W5
Mr. Paul Stromme
June 10, 1997
Page 2
In both new 'units, garage flOOr grades will fall . below existing grade. Therefore,
development will not cause new settlement beneath the garages�- Although there is some
potential for ongoing settlement unrelated t6 developmen� it is my opinion - that by using
a well-reimforced floating garage slab, the risk of excessive settlement would be ndnor at a
level which would be acceptable to the infonned owner, design professional, or public
agency.
Yours very truly.
James Eaton, PE
01 Variable brown slightly organic sandy silt fill (SOft/100se)
3.70 Medium to dark brown slightly organic loam (soft)
Brown and rusty brown horizontally laminated silt (stiff)
IT Completed and backfilled 6-7-97; groundwater seepage from 7 - 8.8 feet
#2
OP Variable fill containing soil and organic matter (Soft)
3.30
Dark b,rowh b.ighly organic silt (soft)
Brown silty. sand (dense)
9.5, Completed, uuable'to dig deeper 6-7-97; severe flooding and caring
below-3.5',
#3
ffigbly variable soil and rtib6jir, fill
2.4'
Medium to dark brown silt mind organic Silt (soft).
6.1
Blue-grayclayey At (stiff to hard)
7.01 -
Brown silty sand (very deji�e)
9.W -
Completed 6-7-97; groundwater seepage from 5 6 feet
#4
01 -
Tan and gray silty fill (soft)
1.41 -
Medium to brown loam topsoil with r0ots
1.80
Brown sandy silt (stiff to bard)
6'
Completed 6-7-97; no groundwater encountered
z
- F4
80
OD
W
30'
L 0 T -1 i . I
NOTE ol 10! 2VO! 30'4V W 75-
TIfS MAP DOES NOT PURPORT P J N E R I D G SCALE 5V
TO SHOW ALL F-ASEMMTS OF
RECORD. (v o L 13, p G. 6 ROBERT LONG
ROBERTA KATHOL ZOKIKS : RO-12 343-84-(PLAT)
0,5- N sq'i 6,w w 365.06'(MEAS.)
....... ... 151.45, 115,39'
c i I y ()F F-VMoNDS
12 F. (NLr-T) �7 i 67 WCHAEL it DANIELLE
WHEELER
'S,F
F 17
W W ...... ...............
OT LIN 'PLINE
131. 51 115.39'
--- ----- ilk
5,
89-16'50" W (MEAS)
'(PLAT)
at 363.84
----------- 07%
3
3,01 3i
w
w
0, <
8p -i
g -a.
0
Z
go
20' INGRESS, ECRESS STROMME coNSTRUCTION ROBOT 8, MCINNIS
UTILITY EASEMENT BOUNDARY LINE ADJUSIMENT
4 FOR
JAMES A. ALLEN
I I Y 0 F EDMO N D S
S 0 RT PLAT S-00-10 -1 IN SW 11/4 OF SECTION 19.T.27 KJL4 E.X!
CITY OF EDMONDS
ZONINS - AG-19 qmrmnmIS COUNTY, WASMINGTON
L,oven-Sauerland & knoclates,
LSR com
"a nd m"m T, BOA goo - LMNA V1 "m
am CIO= am -
j.T.T. 1-13-971 - 1 21, ,u 097-37
PROJECT REVIEW CHECKLIST
PROJECT NAME:
PROJECT ADDRESS:
PLAN CHECK #:
RECEIPT DATE:
COMMENTS
FIRE
REVIEWED BY: (Initial/Qate)
PLAN. WATER
BLDG. SEWER
STREET.,,ENG.-
Jul
0 � �Qq g ]�.g
0elOaCKS/vanance/umaCK AUjustment
'. MW
X M...
.. .....
Conditional Use Permit
..................
ADB Requirements
3�
Other Zoning Requirements
-----------
4:.
Underground Wiring Required
Lot Slope 15%
............... ............ ......
b
6
SEPA Environmental Checklist/Hydraulics Permit
7-
Tree Cutting Plan
. . . . . . . . . . . .
Plat/Subdivision Requirements
.
. . . . . . . . . . . . . . . . . . . . . . .
9
Legal Description Verification
Quit Claim/Street Dedications W 2-
. . . . . . . . . . . . .
-10
11
Easements - Public/Private
... .... ....
R,
12
Engineering Storm Drain Review Fee 3 V
............. . . . . .
... 13-
Engineering 2.2 Inspection Fee 30
Drainage Plan (On -Site)
....... ....... ....
Setback - Top of Bank, Stream, Water Courses
Setback - Storm Drain Line
Open Ditch - Existing
Culven Required
Culven Size
Shoulder Drainage/Shale dpen Runoff
Catch Basin Required
Driveway Slope & Vehicle Access
Sidewalk Required
Curb & Gutter Required
Curb Cut For Driveway Required
Street Paving Required
Right -Of -Way Construction Permit Required
Street Name Sign Required
Other Signing Required
Bond Required For Public Improvements
FEMA Map Check/Water Table
Side Sewdr Availability
Calculate Sewer Connection Fee If No LID #
Create Street File 4-r—
Existing Water Main Size
Water Meter Size
Service Line Size
Water Meter Charge Required
Hydrant Required
Hydrant Size Existing
Fire Line Charge Required - Sprinkler
Street Cut
Miscellaneous
Reviewed By:
FIRE
PLANNING
N
INEERING PU8CICrORKS
PUBLIC WORKS DEPT
1997
J1
R E C 0 R D OF C 0 N T A C T S
1
21
2
22
3
23
4
24
5
25
6
26
7
27
8
28
RW PERMIT # DATE ISSUED RECEIPT #
9
29
10
30
11
31
32
13
PAID $ ---RECEIPT # DATE
33
SS PERMIT Ll W. RECEIPT #/OL92
DATE ISSUED
14-
PAID $ RECEIPT # DATE
34
35
36
37
METER SIZE -TV PAID $J DATE IIZI
a�27RECEIPT 1,9(�19,-Z
18
38
19
9
20
40
co
STANDARD DRAINAGE DETENTION SYSrEM
WORKSHEE-T
nom"Iff
OWNER CAW BY:
ADDRESS PECOHL.
DATE:
"DESIGN DA TA it 0 TL
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
ex'O 4,=
wMatam ripc Lemaul JONING LID
wil"
c*w
T1
CONC JU 04 IUSCA
3x To lz wwc
T
LET CWNL
Hill.
WcER
CATCH BASIN
a CONTROL CATCH BASIN
c>
�p
APPROVED AS NOTE
tk 'SYSTEM
C 5� CROSS SECTION 7 9�
,
c6lZ'XrX&'.X&. 4-6- VALLI PI COUAL
!&jp CONTROL C11' elx rx 31 Kcp. 3/4. cAUSKID RM CNISTINS GFADC
nmn cumnaL c uTLEr am
TrL
dim.10 -!d Ls, Ipc
FEW Virg V1 w chn
JUMP ourur
RUNOFF SPREADBR. TRENC#
P0077NG DIWNS SHAU NOT AR CONNEMED 70 DETENTION SYSTEM
NOZES..
I - Call Bagiaca&g Divisica (771-=) for a Ughdino and dct=d= sygm mspaction
AAIROVED BY
beibco backfdLiAg and for lWid inqwXum&
2� Raq�cy fbr operagm ukd —bateca of dtaluage eyvAm ou privam prop" is the
responAMty of the prapogty ovinar. Mate6A socumulated in The starap pipa, mint be f ludod
out and removed fmin Me cawh bW= to dlow ptopat opmd*L -The outld 001*01 amce
m be IM opw at 0 timm,
WILD -
Mal
L 3 0 1997
n -
00
003 ,
00� -
r)
0
00
004
/lelrz
Water s(irvice Drawing
LASLMLN1 140 . ................................. ......
The City of Edmonds NEW CONSI RUCTION 4-�3 REPAIRS 0 Lw ilO . .................. ASMT. NO . ........ .........
I'EI(NIIT
,,,,,ON'I'R ACTOR ................................. ....... .. . .............. ..
...................
OWNER ........... .... ........... ! .......... ...... . Y'.EGAL DESCRIPTION: LOT. NO . .. ......... ......................... BLOCK NO . ....................... ...........
JUBADDRFSS .7 ............. 2..5TH ...... Aq ... W . ................................................................................................... ........
............................. .......................
NAME OF ADDITION ...................................... # ............. . ...... ............... . 4
C3
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szui Cn
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uj
Lj
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a "7 t I Lp
, i et
9,
az*
;97S E=20
Approved: 1\ -7-A OC�-
4- 10 q-k
DATE... C�A-9� ................ By ....................................................
IjV4�14-00U1-1 1175 (nEu, I r78)
NOTICE:
0..
-0waji�,*ran't�'111
-N'
The -information shown on the attached
map(s) was compiled for use by the GtY Of
Edmonds/ its Employees and Consultants.
Th,e City ofEdm.onds does. not. warrant the
accuracy of anything set for.th on these
Map(s�. An . y person or entity,requesting a
copy should -conduct an independent
inquiry regarding the inform-ation shown on
t�e -map(S)i including, but not limited to,
the lo�,-ation 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 Cityof Edmonds nor its
=mpl-o-yee-s o*r office-rs -shall be I-Jabl-e for the
n on this Map(s), nor for
information giVe
any one representation Provided based
upon . said map(s),
CA FILE NO. 't q 409
Critical Areas Checklist
Site Information (soils/topography/hydrology/vege-tation)
� �-f . I .
y
1. Site Address/L6cation: LI
41
2. Property Tax Account Number: 9 �-q 02 0
3. Approximate Site Size (acres or square feet): I Lo , V1,2'�
4. Is this site currently developed? _yes; -/�— 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 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 standino, water: Approx. Depth:
What season(s) of the year? 5pr,
8. 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-
t�
round? AI�2 Flows are seasonal? I tv Z/ (What time of year?
10. Site is primarily: forested ;meadow —;shrubs mixed
I urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site: '�V/9
For.:City, Staff Use Only —-
Site is Zoned?
4. F S
mapped
soil-type(s)?4— AA -Wad d x:::
3. Wetland inventory or C. A. map indicates wetland present on site? /V0
4.. Critical Areas inventory or C.A. map indicates Critical Area on site? A/O
5.' Site within designiated earth subsidence landslide hazard area? A-10
6.. Site designated on the Environmentally Sensitive Areas Map?
.DETERMINATION. . . .....
STUDY REQUIRED CONDITIONAL WAIVER
WAIVER JUL, 3,0. 199/
Reviewed by:
Planner Date
f
P�v 09/29t93
,1� — �-
�, _Ik� �,
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
observalion's.of. the,site of data.aVaildble at
City Ha ' 11 (Critical Areasinventonie's, 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 identify the subject parcel(s). In
addition, the applicant shall include
other pertinent information (e.g. site
plan, topograph 'ma' etc.)6r studies -in
Y , .. p�
conjunctioh-witli. 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:
f1l V,N �, Alen
Name
7��, (M e6i2S
Street Address
LM
)1-1- - A -
Date
Applicant Representative:
Name
Street Address
City, State, ZIP Phone
Signature
Date
i.- - ;'
City of Edmonds
Critical Areas Determination
Applicant: James A. Allen Determination #: CA 94-208
Project Name: I - I Permit Number: L
Site Location: Ut #8, Pine Ridet Sub. Property Tax Acct #: 5446-000-008-0201
Div. Fronting 88th Ave.
Project Description:
Waiver Criteria (all criteria must be found to apply):
V There will be no alteration of the Critical Area or its required buffers;
V 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;
V The development proposal meets the minimum standards of the Critical Areas
ordinance;
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 Development Code.
Kirk J. Vinish X.Z.14 9- )/—( 5-- Iy
Planner SignatCe Date
PLANNING DATA
NAME: 6AZ 12 t"-k-A-
SITE ADDRESS:—'Zo(P "j DATE:
q
ZONING. PLAN CHK#-
PROJECT DESCRIPTION: zll/ 5)r--
CORNER LOT NO (Yes/No)
SETBACKS:
1-110 11�
Required Setbacks: Wo
Front: 1.5 Left Side: Right Side:
Actual Setbacks:,, 5,11 / q ;�
Front: Z 5 Left Side: Right Side: — Rear
Street map checked for additional setback required?:Ks: Alo--
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED —
LOT COVERAGE: -3 1-7
Maximum Allowed: Actual:
BUILDING HEIGHT:
Maximum Allowed: —Actual Height:
Datum Point: 5.5 "I�i TOP Datum Elevation:
A.D.U. CREATED?: Pb
/2
"_
SUBDIVISION:
/-/in. ?q
CRITICAL AREAS #: �—
SEPA DETERMINATION:
LOT AREA: 1�1, G-1 1
OTHER:
Plan Review By:—
Ofiles\perrnit\�plandaLdoc
June 10, 1997
1�ft. Paul Stromme
Stromme Construction
9623 - Sth Avenue N.E.
Seattle, WA 98115
RE: Edmonds Short PIM
Dear Mr. Stromme:
k J,
� .
CITY C fk
You intend to develop two lots of a short plat in Edmonds- IMe lots are known as Lots 2
and 3 of Short Plat 5-8-85 in the vicinity of 20621 - 88& Avenue W. The two lots omipy
a swale in such a way that parts of -both building areas will necessarily be. near -the axis of
the swale. Frow your long familiarity wM the property and (iom soil test holes you had
ine dig on* adjoining property and along the was of the same swale last year, you anticipated
unfavorable conditions for foundation support on your current project- Four new test pits
were dug ibis past'week en.d to determine foundation needs for the two new lots.
Page three of " letter report is taken frorn a January 13, 1997 Boundary Line Adjustment
by IoveU-Sauetland & Aisociates� Inc. It shows pemiissible building envelopes and the
locations at which test holes were dug. Subsurface -conditions noted.are briefly describes
on page four.
Ile deepest relevant soil is glacial till in whieb all test holes tenninated. Within the $wale,
soft and partiallporganic sediment has'accuroubded over.thousandsof -years. Veryrougbly
between 116 and 4 feet thick of loam witb rubble and some organic matter have be,,6n fWed
over the nat1we sofi-
The natural organiccontaining sediment is saturated below th6 approximate natural
topographic low.
I'liese conditions preclude your.haviug a conventionA spread footing foundation system.
I reconmend that the house be supported on smaH-diimeter steel piles. I spoke With
Mr. Voelker. your structural engineer, who bas concluded that the optimum pile size would
be 3 incb. Exart lengths will be dictated by lmd requirements and driving perfoxmance as
on the completed adjacent house.
JAMES EATON, PE 1%. GEOTECHNICAL SERVICES
aox 12s * Hobart, WA 98025
Mr. Paul Stromme
June 10, 1997
Page 2
in 1)�oth new units, gulage floor grades will.fall below existing 9.rade- TbcTefOrc,
development Will not cause new Settlement bene-ath the garage-s', Althc3ugb there is sonic
opnIent, it is my op-inion
potential fQT oilgoing settlement unrelated td devel I -that by -using
slab, the risk of cxvewive %et&ment vrould be minor at a
a well-ircinforced floatilk9 8M9C -- -
level which would be acceptable to the infonned owner, design proVessional, or public
agency.
youri very truly,
James Eaton, PE
#1
#2
#3
#4
01 Variable brown slightly organic SandY silt fill (SoftAoose)
Mcdium to dark brown slightly organic IORM (soft)
8.81
Brown and rusty brovm horizontallY laminated At (stft)
12' Completed and backfilled 6-7-97; Stoundwater seepage from 7 - 8-9 feet
0'
variable fill contandnX soil and organic Matter (Soft)
Dark browh Wghly orpate silt (soft)
8.0".
Brown silty. sand (dense)
9.51 Completed, unable'to dig deeper 6-7-97; severe flooding and caring
below 3.5'
Higbly variable soll kad rubble fill
2.4'
Medium to dark btown silt and organic silt (soft)
Blue -gray. clayey At (stift to hazd)
7.00 .
Brown silty sand (very dew)
9.0, - Comyleted 6-7-97; groulldwater seepage from 5 - 6 feet
OT
Tan and gray silty HU (soft)
1.4' Medium to brown loom ZOPSWI with roots
Brown sandy silt. (stiff to bard)
6' ComplettA 6.7-97-, no ground"ter eacountered
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20' INGRES& EIGRESS STROMME CONSMUCTION ROWRT 8, MCWHIS
UnUtY EASEMENT BOUNDARY UNE ADJUSIUENT
2 ;3 4 FOR
JAMES A. AWEN
I Y 0 F EDMO NDS
R T PLAT S-00-107 IN'SW 1/4 OF SECTION 19.T.27 K.R.4 E.,'
S 0 CITY OF EDMONDS
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STANDARD DRAINAGE DETENTION SYSrEM
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JU 3 0 1997
CITY OF EDMONDS
USE
ZONE PERMIT
NUMBER 70 70465
CONSTRUCTION PERMIT APPLICATION
. I
i B S ITE/APT 4
ADDRESS 7W
I
I L
WN N S
-/NAME OF BUYN
'ESS
LEGAL DESCRIPTION CHECK
SUBDIVISJO 0
U)i T-
LID -NO.
U)
Z
'MAI S
C 5
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
EXISTING 19 0 REQUIRED
TESCIP Approved 0
RW Permit Required 0
0
CITY ZIP 1�.ELEPHPNE
NUMBER
Sic?,
DEDICATION
PROPOSED
Street Us Per-ii-Req*d
Inspectioen Requir ad
Sidewalk Required
NAME
93
7� 7J'
tjIZE
! I
NO. FIXTURES
PFIV RE QUIRED
YE
uj
ADDRESS ,
L)
J11
.
REMARKS
Z
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cc
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CITY ZIP -TELEPHONt NUMBER
NAME
(r i V& t&
'S
cc
ADDRESS
GINEERING MEMO DATED R IEWEDBY,(
0
0
—
CITY ZIP TELEPHONE NUMBER
r
Z
E MEMO DATED REVIEWED BY
0
ul
cc
STATE LICENSE NUMBER EXPIRA'riO DYE
P�C,< 2(
VARIANC EORCU
ADB#
SHORELINE 4
Legal Description of Property - include ajIl'basements
SEPA REVIEW
COMPLETE EXEMPT
SIGN AREA
'ALLOWED PROPOSED
HEIGHT
ALLOWED PR OPOSED
Z
A/
19
7/_
(L
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EXP
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LOT COVERAGE
REQUIRED SETBACKS (Fr.)
PROPOSED SETBACKS (FT.)
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ALLOWED PROPOSED
FRONT SIDE REAR
FRONT L/R SIDE REAR
;7
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Property
Tax Account
LOT AREA,
P NNINGLBEVIEW BY
DATE
5
Parcel No.
'71
91E�SIDENTIAL
REMARKS
NEW PLUMBINGIMECH
COMPLIANCE OR
ADDITION COMMERCIAL CHANGE OF USE
1:1 E] APT. BLDG. El
REMODEL SIGN
HECKED BY
TYPE OF CONSTRUCTION
COD7
0 Up
SU
48
G. R O)O�
FENCE
FIREPAIR FR4M
CYDS. X —FT)
It
I Af
WOODSTOVE SWIM POOL
DEMOLISH INSERT HOT TUB/SPA
SPECIAL INSPECTO
REQUIRED
CCU �ANT/
=o
[-j,j,d_ARAGE RETAINING WALL/
49AWORT RENEWAL
WES
-7 <A W
REMARKS 1 -.4
V
PROGRESS INSPECTIONS PER UB(
Z
Z
0
E
— ROCKERY
(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
cl (r V a^(bej e& 1, tor 112-3z 9 C)
FC
in
W
0
NUMBER
OF 2
NUMBER OF
DWELLING
CRITIC4(
A REAS
/MTV "7--AWA),
-j;�
(1)
STORIES
UNITS
N UMBER
Mlkl _rxAJ2r.6 - I
DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
7
FINAL INSPECTION REQUIRED
VALUATION
FEE
CHECK FEE
ING
AZING
HEAT SOURCE:
GL
PLUMBING
Plan Check No.
MECHANICAL
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any Construction on the public domain (curbs, side.wplks,
'35
driveways, marquees, etc) will require separate permission.
STATE SURCHARGE
Permit Application: 180 Days
Permit Limit: I Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
"Applicant, on behalf of his or her spouse, h ' eirs, assigns and
ENG. INSPECTION FEE
successors in interest, agrees to indemnify, defend and hold
harmless the City of Edmonds, Washington, its officials,
employees, and agents from any and all claims for damages -of
PLAN CHECK DEPOSIT
L),!EF3
cr
<
:C
whatever nature, arising direct ly or indirectly from the issuance
Issuance be deemed
of this permit. of this permit shall not to
a
Zi
modify, waive or reduce any requirement of any city ordinance
0
nor limit in any way the City's ability to enforce any ordinance
TOTAL AMOUNT DUE
provision."
I hereby acknowledge. that I have read this application; that the
information given is correct' and that I am the owner, or I" duly ATTENTION APPLICATION APPROVAL
authorized agent of the owner. I agree to comply with city and THIS PERMIT
state laws regulating construction; and In doing the work authoriz- AUTHORIZES This application is not a permit until
ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her
Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is
tion Insurance aria RCW 18.27. INSPECTION acknowledged in space provided.
SIG E (OVVNERPR AGENT) DATE S NED DEPARTMENT
OFI�. I RE E
CITY OF -1
' ffj,
EDMONDS -777
- 4 Z
_?
CALL FOR IREI EASED BY: D E
ATTENTION INSPECTION TIM
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 ORIGINAL File YELLOW Inspector
— —
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. USC
SECTION 109 PINK — Owner GOLD — Assessor
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