BLD20080376.pdfof
LY'�"° CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS,WA 98020
ip c. PHONE (425)771-0220- FAX :(425)771-0221
189Q
STATUS: ISSUED 11/26/2008 Permit#: BLD20080376
BUILDING
Expiration Date: 11/26/2010 Project Address: 15625 75TH PL W5 EDMONDS
Parcel No:
KYLE RAY
KRISTIN HANSON
RH HOOVER INC
15625 75TH PL W
652 ALDER Sr
16300 MILL CREEK BLVD #108
EDMONDS, WA 98026
EDMONDS. WA 98020
MILL CREEK. WA 98012
425-112.0279
425-774-7129
425-745-1370
LICENSE #: RHHOO••313LZ
NEW SINGLE FAMILY RESIDENCE IN EARTH SUBSIDENCE LANDSLIDE HAZARD AREA.
LOWER FLOOR GARAGE WITH UTILITY ROOM (NOT HABITABLE SPACE) 1024 SF; MAIN FLOOR 2171 SF WITH 25 SF DECK;
I fDDFR FI MR I037 SF W IT14QO CF DFfX
VALUATION: $386,829
G U" F; 11c. T 1
PERMIT TYPE. Residential
PERMIT GROUP: 64-Single Family
Residence New
GRADINGY CYDS:0
TYPE OFCONSTRUCTION: VB
RETAINING WALL ROCKERY: N
OCCUPANT GROUP. R3
OCCUPANT LOAD.
FENCE. N ( 0 X 0 FT.)
CODE: 2006
OTHER. N --- OTHER DESC:
ZONE: RS20
NUMBER OF STORIES: 2
VEST ED DATE:
NUMBER OF DWELLING UNITS: 1
MSTLNG AREA
rROPOSEDAREA
BASEMENT: 0 IST FLOOR: 0 2ND FLOOR: 0
BASEMENT: 0 ISf FLOOR 2171 2ND FLOOR: 1038
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
3RD FLOOR: 0 GARAGE: 1024
DECK: 340
OTHER: 0
•
REQUIRED 25/15.5 PROPOSED: 22 • REQUIRED: IS/10 PROPOSED: 10 • REQUIRED: I S PROPOSED: 37
HEIGHT ALLOWED.25 PROPOSED24.373 REQUIRED: 35/10 6.5) PROPOSED: 10
SETBACK NOTES:' V-2005-162 R BLD-2006-544
1 AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCT ION AND IN DOINGTHE WORK AUTHORIZED
THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATINGTO
WORKMEN'SCOMPENSATION INSURANCE AND RCW 18:27
if SAP LICATI N ISNOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISMER D PUTY AND ALL FEESARE PAID.
lft(W Vll(1M.- KRI5VJ M1J5b0 11.20.02 A� />/�//1V
Date
Released
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 101 IRCI 10.
= ARCHIVE = APPLICANT = ASSESSOR
m
STATUS: ISSUED BLD20080376
• SEE APPROVED PLANS FOR CONDITIONS OF PERMIT RELATiNGTO WEr SEASON WORK.
REQUIRED SPECIAL INSPECTIONS FOR THIS PROJECT BY GEOTECH OF RECORD:
1) START OF WORK LETTER& REVISED WET WEATHER CONSTRUCTION SCHEDULE
2) GENERAL SITE MONITORING
3) TEMPORARY SHORING
4) SIE PREPARATION, EXCAVATION AND GRADING
5) STRUCTURAL FILL, COMPACTION, AND PROOF -ROILING
6) SOIL BEARING VERIFICATION
7) RETAINING WALL/BLOCK WALL PLACEMENT
8) SUBSURFACE DRAINAGE INSTALLATION, PERIMETER FOOTINGS
9) TEMPORARYAND PERMANENT EROSION CONTROL
10) FINAL REPORT FROM THE GEOTECHNICAL ENGINEER.
• (1) 30"/• native vegetation to be retained as shown.
(2) Determined by Director to meet the intent of the variance (V-2005-162 and BL-2006-544).
(3) Contact the Planning Division immediately if anticipated grading exceeds 50Dcubic yards of cut, as review under the State
Environmental Policy Act (SEPA) is required.
• Lot line stakes must be in place at the time of foundation/setback inspection.
• Installation, use and maintenance of equipment and components shall be per manufacturer's specifications, installation
instructions, and applicable state codes. Provide manufacture's installation instructions on site for Building Inspector.
• Installer shall provide the manufacturer's installation, operating instructions, and a whole house ventilation system operation
description. A label shall be affixed to the whole house timer control that reads "Whole House Ventilation" (see operating
instructions).
• Hose Bbbs (exterior faucets) are required to have a permanently affixed anti -siphon device installed.
• In addition to the required pressure/relief valve, an approved listed expansion tank shall be installed on all hot water tanks. Per
UPC 608.
• Obtain Electrical Permit from State Department of Labor & Industries. 425-290.1309
• Gas pipe test must be observed by City Building Inspector, affidavits shall not be accepted.
• Submit all special inspection reports to the City Building Inspector on a weekly basis.
• As required by Ordinance #3632 the geotechnical engineer of record shall monitor this site during construction for compliance
with the recommendations in the geotechnical report including: site excavation, shoring, soil support for foundation including
piles, soil bearing capacity, subdrainage installation, soil compactions, and other geotechnical aspects of the construction.
Specific recomrendatfons contained in the approved geotechnical report must be implemented by the owner. The
geotechnical engineer shall make written, dated reports on the progress of the construction and submit the report to the
Building Official on a weekly basis until all site grading, drainage, foundation and associated ground work is complete.
Omissions or deviations fiomthe approved geotechinical report and/or approved plans or specifications shall be highlighted
and i ., diately submitted in a seperate letter to the Cry for review. The City shall be advised in writing of work stoppages of
more than one week. In addition to the geotechnical monitoring, special inspections based on the provisions of IBC Section
1704 are required when specified on the approved plans. Other special inspections may also be required by the geotechnical
engineer, architect, or structural engineer of record (refer to approved plan set). At the completion of final she grading and all
permitted structures, a final geotechnical report, prepared by the geotechnical engineer shall be submitted to the Building
Official. This report shall contain a statement that, based upon his/her professional opinion, site observations, and testing
during the monitoring of the construction, the completed development_ substantially complies with the recommendations in the
geotechnical report and with all geotechnical related pemrit requirements. Any deviations or omissions in the report, plans, or
specifications that occured during construction shall be addressed separately. Occupancy, final approval, or release of the
bond for the project shall not be granted until the report has been reviewed and accepted by the Building Official.
• Any request for alternate design,modification, variance or other administrative deviation (hereinafter "Variance-) from
adopted codes, ordinances or policies must be specifically requested it writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
Approval of any plat or plan containing provisions which do not comply with city code and forwhich a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Pursuant to UPC 608 a pressure regulator valve (PRV) shall be installed near the water shutoff.
• Sound/Noise originating from temporary construction saes as a resuIt of construction activity are exempt from the noise links
of ECC Chapter 5.30 only during the hours of7:00amto 6:00pmon weekdays and 10:00amand 6:00pmon Saturdays, excluding
goSD376 ✓
Sundays and Federal Holidays. At all other times the noise originating from construction sites/activites must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC5.30.120.
Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
hamtdess the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the issuance fo this pemm. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance not limit in any way the City's ability to enforce any ordinance
provision.
THIS PERMT AUTHORIZES ONLY THE WORK NOTED. THIS PERMT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE
PUBLIC DOMAIN (CURBS. SIDEWALKS. DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMTTIMH LIMIT. SEE ECDC 19.00.005(A$6)
F- BUILDING (425) 771.TM EXT. 1333 I E7YGII®iING (425) 7714)220 EXT. 1326 1 FIRE (425) 771-0215 1
PUBLIC WORKS 425) 771-0235 PRETREATME7Y1' 425 672-5755 RECYCLING 425) 275-4801
an
Date Prefereed, and whether
F Brosion Control/Mobilization
• E.StormTightline
EStorm Detention System
• EFooting Drain Connection
&Footing Drain TLConveyance
• EWater Service Line
• EDriveway Form & Slope Ver.
• B-Retaining WallForrm/Location
• 13-Retaining Wall Special Inspection
EEngineeri ng Final
• B-Setbacks
B-Footings
&Foundation Wall
&Plumb Bound Work
• &First Floor Framing
• B-Plumb Rough In
B-Cw Test/Pipe
B-F-derior Sheathing
• &Height Verification
B-Framing
8-Wall Insulation/Caulk
• B-Floor Insulation/Caulk
B-Ceiling Insulation/Caulk
• B-Sheetrock Nail
• B-Building Final
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Height Calculation Worksheet
Date 1-1+109
Permit Number 3
Address Icc,ZS '/S'F6 PL
Inspector to
Average Grade lag - 3-1
Max Height (25'+Ave.) . 7
Actual Height (A+B+Q
131
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=(c )
Elevation of Transit (B)
Datum WAYCA_A4levation (A)
Associated Earth Sciences, Inc.
E =_ 0 W
a(WrRfin9 Over25 VeRrsof Serwee
November 2, 2009
Project No. KE050550B
Kyle and Juliann Ray
702 4' Avenue South
Edmonds, Washington 98020
f4G',/ -4 206-9
DEVe 0?! ,,E?,f SERVBGES CT,R.
CITY OF EDP, O' NDS
Subject: Revised Final Letter for Geotechnical Construction Monitoring Services
Ray Residence Reconstruction
15625 75" Place West
Edmonds, Washington
Permit No. BLD2008-0376
Dear Mr. and Mrs. Ray:
As required by the City of Edmonds, Associated Earth Sciences, Inc. (AESI) has prepared this
final letter regarding geotechnical construction monitoring observations for your project at the
above -referenced site.
AESI performed periodic site visits from December 4, 2008 through October 24, 2009 to
observe general site monitoring, temporary shoring, site preparation, excavation and grading,
structural fill and compaction/proof-rolling, soil bearing verification, retaining wall/block wall
placement, backfill and drainage, subsurface drainage, perimeter footing drains, and temporary
and permanent erosion control, as required by the City of Edmonds. The results of our
observations are summarized in our Field Report Nos. i through 8, attached to this letter. A
stet of work letter statement was [Wade in the first field report. As requested by the City of
Edmonds, we have also confirmed that the Lock -Blocks behind the short driveway rockery are
alleviating the surcharge on the rockery.
Based on our observations, it is our opinion that the project earthwork has been completed in
general accordance with the approved project plans, the recommendations presented in our
geotechnical engineering report dated January 10, 2008, and subsequent recommendations
during construction.
CITY COPY
Kirkland Everett ff Tacoma
425-827-7701 425-259-0522 253-722-2992
www.aesgeo.com
We appreciate the opportunity to be of service to you on this project. Should you have any
questions regarding this letter, please call us at your earliest convenience.
Sincerely,
ASSOCIATED EARTH SCIENCES, INC.
Kirkland, Washington
Eric J. Lim, f .E.
Senior Proiect Ev
Attachments: Field Report Nos. 1 through 8
cc: Hoover Premier Homes
Attn: Mr. Scott Hoover
Scott@hooverpremierhomes.com
City of Edmonds Building Department
Attn: Ms. Jeanie McConnell
Fax: (425) 771-0221
FJUi6
KED5055000
PMjmSV0050530wBwP
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G. Aaron McMichael, P.E., P.E.G.
Associate Engineer
Mom /op�
CITY OF
SPECIAL INSPECTION AND TESTING AGREEMENT
119 (/ 2 5 -- 15 +W
b PIv - • - Issued under building permit
number 15 W LOOK - O 371i regshes special Inspeetk
complete list of special mspections is attach to lids document
mg per1BC Chapter 17. The
BEFORE A PERMIT CAN BE MJIM: The owneand contractor and special inspector shall complete
this agreement and the attached itrasmnJ testis) and Inspections schedule Including the required
admawledgementL
APPROVAL OF SPEC]AL IlISPECTORS: Each special inspector shall be approved by the Building
Ot&aal prior to performing any duties or iaspectisum Each special Inspector shall submit Statement of
Qua6Gcations to the Balding Official for review. Special Inspectors shall display idestlreation when
:.performing special Inspections on site. Special inspection and testing shall meet tie minimum requirements
of1BC Chapter 17 and the Mewinr.
A. Duties and Responsibilities of the Special Inspector
1. Observe Work
The special Inspectorshall observe the sitework for conformance with the approved (stamped) plans
and speeffiations and applicable workmanship provisions of the IBC— Architect or Enggiueueer
reviewed shop drxw*p may be used only as an aid to inspection. Special lsspections are to be
performed on a continuous bads --mug that the special Inspector is on site at all times observing
the work requiring special Inspection. Periodic iupeetions, If My, must have prior approval by the
(Sty based on a separate written plan reviewed and approved by the Building OSicid and the
engineer or architect of record.
2. Report Mon-conformingIt�s
The special Inspector shall bring son-eoeferming Items to the immediate attention of the contractor
and note all such Rem In the daily field report Any item not resolved In a timely manner AM be
- immediate cause of the special inspector to notify the Building Official of the plan deviation, error,
change or omission. It shalt also be the duty of the special inspector to promptly notify the engineer
or architect
3. Complete Daily Reports
Eacih special Inspector shall complete and sign both the special inspection record and the daisy report
form for each days impection. These records shalt remain at the jobdiewub the eoatractorfar
review by the City BsaldIng Inspector-
4- Forsdsh WeeMy Reports
The "Penn laspectOr R 11051mc6os agency shall fiffridaI the City with weekly reports of tests and
emu- The psukct ong sneer or addlect, and others as designated shall also be copied an
reports.. Wcekiy reports must include the Allowhq
• Desuiption of daily hsspectious and tests made with applicable locations
• List of all ton -conforming items
• Report OR status of Mon -conforming items (resolved or unresolved)
• Remixed changes uatboriud by the Architect, Engineer and CSty If not Included in son-
coafarmance Remo
5. Faiish Final Construction Report
The special Inspector or inspection agency shall submit a Baal signed report to the City stating that
all Reins requiring spetudinspection and testing were fulfilled and repaated_ And, to the best of
L > Cdae 7ro4 RECEIVED
AUG 2 - 2?
BUILDING DEPT.
his/her knowledge the project is in conformance with the approved plans and specifications,
oppraved change orders and the applicable workmanship provisions of the IBC Items not in
conformance or anresoived Items or my discrepancies in kaspection coverage, (Le., missed
Inspections, periodic inspection when continuous inspections were required, etc.) shalt be specifically
itemized in this report.
B. CoahndarRessoousROties
L Notify the Special Inspector
It is the duty ofthe contractor to notify the special inspector whenwork. is ready for special
luspedion. Note, the items listed on Me attached seiedole and as noted on the approved plans and
moons are required to have special inspections_ Adegaate notice shall be provided by the
condor so that the special Inspector bss time to become familiar with the project
2. Provide Access to Approved flans
lie contractor is responsible for providing the special iorspeetor access to approved plans at the
iobsite-
3. Retain dal Inspection Records
The contractor Is responsible to retain at the jobsite all special inspection records ssbmitted by the
special inspector. These records are to be provided to the (Sty building inspector upon request
C CRY efFAmondsBaildineDeP2rtmeatResoonabffitkS
L Approve special inspectors or hopectioa agencies
The building department abali approve all special inspectors and special inspection requirements.
2.- Monitor special bVedicn and approve weedy reports
Work regsdrbsg special f aspeetion and the performance of special inspectors " be mosdWred by
the [Sty Building Inspector. MdHer approval mast be obtained prior to placement of concrete or
odw aimdar activities to addition to that of the special inspector.
.3. Issue C 2tiGote ofOeeopancy
The Building Official may Issue a CertiSate of Occupancy after an weekly special inspection reports
iacmdng the final report have been snbmmtted and accepted.
D. Owns Remensibildies
The project owner or the engineer or ucbitect of record acting as the owner's agent AA fond
special inspection servie m
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RETURN ADDRESS:
City of Edmonds, City Clerk
121 5th Avenue North
Edmonds, WA 98020
200810090471 CONFORMED COPY PGS
SNOHOMISH COUNT ,n AANIONGTON
COVENANT OF NOTIFICATION
AND INDEMNMCATION/HOLD HARMLESS
Reference #:aAw-,W
Grantor(s): (1) LYLE pa (2) Additional on pg.
Grantee(s): City of Edmonds
Legal Description (abbreviated): SecJr Twn_,g�Rng_?/Z-'- QtrCt5W
OR Lot 2 �drlfaj lock 0 Plat MI A. 6€LK,(-1-
Assessor's Tax Parcel ENO: (1) O D 513 10 0 00 240 2. (2)
Assessor's Tax Parcel ID# not yet assigned
CITY OF EDMONDS
APPROVED FOR RECORDING
BY: DATE: %d & AGE L OF
Under the review procedures established pursuant to the State Building Code,
incorporating amendments promulgated by the City of Edmonds, and as a
prerequisite to the issuance of a building permit for the construction of a residential
structure and attendant facilities, the undersigned OWNERS of property do hereby
covenant, stipulate and promise as follows:
APPRO�]' ED�FOR RECO G:
BY:ATE�
PAGE OF
1. Description of Subiect Property. This covenant of notification and
indemnification/hold harmless relates to a tract of land at the street address of
OU2f'7-7Glf-' FL W/(insert street
address), Edmonds Snohomish County, Washington and legally described as:
1�GAL=
MEADOWDALE BEACH BLK 000 D-02 TH PTN LOT 24 PLAT OF
MAEDOWDALE BEACH & LOT 25 PLAT OF MAEDOWDALE BEACH
SUPPLEMENTAL PLAT DAF: COM AT CONC MON IN STEEL CASE AT INT
158TH ST SW & 75TH AVE W TH NO2*48 17E ALG C/L 75TH AVE W
389.15FT TH N87*48 41E 30.12FT TO E LN LOFT STRIP OF LAND
DEEDED TO CITY OF EDM VOL 5 OF DEEDS PG 53 REC SO CO & POB
TH NO2*48 17E 10.256FT TO S LN SO LOT 24 TH N88*09 43W ALG
SO S LN LOFT TO SW CDR SO LOT 24 TH N00*39 53W ALG W LN SO
LOT 24 82FT TH S88*09 43E PLW S LN SD LOT 24 120FT TH
s00*39 53E PLW W LN SO LOT 24 49.80FT TH N88*09 43w 18.38FT
TH SOO*39 53E 32.20FT TO S LN SO LOT 24 TH N88*09 43W ALG
SO LN 20FT TH S76*23 13W 25.50FT TH S87*38 41W 47.34FT TD
POB PER CITY OF EDM BLA NO S-3-91 REC AF NO 9105020156
2. Notification and Covenant of Notification. The above referenced site
(hereinafter "subject site") lies within an area which has been identified by the City
of Edmonds as having a potential for earth subsidence or landslide hazard. The
risks associated with development of the site have been evaluated by technical
consultants and engineers engaged by the applicant as a part of the process to
obtain a building permit for the subject site. The results of the consultant's reports
and evaluations of the risks associated with development are contained in building
permit file number g. (insert number) on file with the City of
Edmonds Building Department. Conditions, limitations, or prohibitions on
development may have been imposed in accordance with the recommendations of
APPRO ED R RECORD
BY: _ DATE
PAG OF
�
the consultants in the course of permit issuance. The conditions, limitations, or
prohibitions may require ongoing maintenance on the part of any owner or lessee or
may require modifications to the structures and earth stabilization matters in order
to address future or anticipated changes in soil or other site conditions. The
statements and conditions proposed by the OWNERS' geotechnical engineer,
geologist, architect and/or structural engineer are hereby incorporated by reference
from the contents of the file as fully as if herein set forth. Any future purchaser,
lessee, lender or any other person acquiring or seeking to acquire an interest in the
property is put on notice of the existence of the content of the file and the City urges
review of its contents. The file may be reviewed during normal business hours or
copies obtained at the Building Department, City of Edmonds, 121 5th Avenue
North, Edmonds, Washington 98020.
3. Indemnification and hold harmless. The undersigned OWNERS
hereby waive any and all liability associated with development, stating that they
have fully informed themselves of all risks associated with development of the
property and do therefore waive and relinquish any and all causes of action against
the City of Edmonds, its officers, agents and employees arising from and out of such
development. In addition, the OWNERS on behalf of themselves, their successors in
interest, heirs and assignees, do hereby promise to indemnify and hold harmless the,
City of Edmonds, its officers, agents and employees from any loss, claim, liability or
damage of any kind or nature.to persons or property either on or off the site
resulting from or out of earth subsidence or landslide hazard, arising from or out of
the issuance of any permit(s) authorizing development of the site, or occurring or
B PRO FOR REC G:
BY. DATE: D
PAGE OF--P
arising out of any false, misleading, or inaccurate information provided by the
OWNERS, their employees, or professional consultants in the course of issuance of
the building permit
4. Insurance Requirement In addition to any bonding which may be
required during the course of development, the Community Services Director
has/has not (strike one) specifically required the maintenance of an insurance policy
for public liability coverage in the amount and for the time set forth below in order
to provide for the financial responsibilities established through the indemnification
and hold harmless agreement above:
5. Covenant to Touch and Concern the Land. This covenant of
notification and indemnification/hold harmless touches and concerns the subject
tract and shall run with the land; binding, obligating and/or inuriug to the benefit of
future owners, heirs, successors and interests or any other person or entity
acquiring an interest in property, as their interest may appear. This provision shall
not be interpreted to require a mortgagor or lender to indemnify the City except.to
the extent of -their. loss to obligate such personstomaintain the insurance above
required.
APPROY D F R RECORD
By
ATE
PAGE OF
DONE this day of
OWNER(�,—. By:
By:
STATE OF WASHINGTON )
) ss:
COUNTY OF �� hC'✓ 1
I certify that I know or have satisfactory evidence that K
j
q"J signed this instrument and
acknowledged it to be (his/her) free and voluntary act for the purposes mentioned in
this instrument. �d�d
DATED this day of
r1 J.
- V oN'F'C�,� .,p� -NOT I'UBL C
�0TAiq yf9�: My commission expires:
Donna L. Breske, P.E.
6621 Foster Slough Road, Snohomish, Wa. 98290
Phone: (425) 334-9980, Fax: (425) 334-7380
April 14, 2008
Kyle & Julianne Ray
702 4s' Ave. S.
Edmonds, Wa 98020
Subject: Civil Engineer's Statement of Risk for Geological Hazardous Area
Reference: Kyle & Junlianne Ray, Single Family Home, New Construction
15625 75`" Place West
Civil Design Plans dated 4-14-08
Dear Mr. & Mrs. Ray,
The two sheet plan set prepared by this Civil Engineer dated 4-14-08, conform to the
recommendations of the Associated Earth Sciences Report dated January 10, 2008.
Page 15 of the report specifies, "Drainage Considerations". The report states that perimeter
drains for the foundation should be installed. Additionally, roof and surface runoff should not
discharge into the footing drain system.
In order to facilitate this, my Road & Drainage Drawing dated provides two drainage
connection 6" PVC leads. One for the footing drain system and the other for the roof drain
system. Additionally, yard drains and an interceptor swale in the back yard are designed with a
tight line conveyance system that conveys flows directly to the CB in the city right -of --way of
75t' Place West.
Sincerely,
Donna L. Breske, P.E.
RECEIVED
MAY - 2 2::''
BUILDING DEPT.
CITY COPY
A-aciated Earth Sciences, -Aic.
a] NJ W]®
Ce(elmrtrrl� a'25Veatsofservice
April 25, 2008
Project No. KE050550B
Kyle and Juliann Ray
702 4' Ave South
Edmonds, Washington 98020
Subject: Geotechnical Hazard Identification/Declaration
and Mitigation Statement of Risk
Proposed Ray Residence Reconstruction
15625 75`' Place West
Edmonds, Washington
Parcel No. 00513100002402
References: Hanson Design
Architectural and Foundation Plans
Dated April 2008
Donna L. Breske, P.E.
Civil Plans
Dated April 14, 2008
Associated Earth Sciences, Inc.
Revised Subsurface Exploration, Geologic Hazard,
and Geotechnical Engineering Study
Dated January 10, 2008
Dear Mr. and Mrs. Ray:
Associated Earth Sciences, Inc. (AESI) has reviewed the above -referenced project plans. In
accordance with City of Edmonds requirements in earth subsidence and landslide hazard areas,
we have prepared the following statements:
In our judgment, the plans prepared by the architectural designer, structural engineer,
and civil engineer conform to the recommendations in our January 10, 2008
geotechnical report.
In our opinion, the risk of damage to the proposed development, or to adjacent
properties from soil instability will be minimal, subject to the conditions set forth in the
report, and the proposed development will not increase the potential for soil movement.--„
Kirkland Everett —gW
OPY ,,425-827-7701 425-259-0522 2° D PT.
/fy, www.aesgeo.com �r __
In our opinion, the probabilities for earth movement on the property within a 25-year
period are approximately: a 30 percent chance of occurrence for slumps in previously
failed material and a 2 percent chance of occurrence for debris avalanches of
encroaching landslide materials. These values were determined by using the values
shown on the City's Landslide Hazard Map, developed by Lowe Associates and
updated by GeoEngineers. In our opinion, the values are still applicable since the
drainage in the site vicinity has been improved since these studies have been performed
and, therefore, should not increase.
In our opinion, the erosion and sediment control plans by the civil engineer should be
adequate for the proposed improvements, provided the contractor is diligent in
inspecting and maintaining the BMPs. Furthermore, AESI will provide construction
monitoring services to periodically observe the effectiveness of the BMPs, and
recommend modifications, if necessary.
As discussed on Page 8 of our January 10, 2008 geotechnical report, the subject site
lies within Zones B and C, as described by the 2007 Landau Summary Report. The
house will be located only within Zone B. Zone-C hazards would include debris flows
initiating from the steep slope to the east of the proposed house, which will be mitigated
by the 3-foot-high concrete catchment wall (i.e., raised foundation stemwall) on the east
side of the house. Since the writing of our report, the new house footprint has been
moved to the . east approximately 10 feet. In our opinion, this location will not
significantly increase the risk to the house since the 3-foot high catchment wall will
mitigate debris flow risk after such flows reach the flat backyard area. Zone-B hazards
include movement of the ancient landslide mass underneath the new house. This risk
has been partially mitigated by suitable foundation subgrade preparation (i.e., 2-foot
structural fill pad), and use of a grid -connected footing system to mitigate differential
displacement. See the following paragraph and the above -referenced geotechnical
report for additional information.
The subject site is located within the North Edmonds Earth Subsidence and Landslide
Hazard Area (NEESLHA) formerly known as the Meadowdale Earth Subsidence and
Landslide Hazard Area, which is a complex mix of ancient, large-scale earth
movements and recent shallow slides. Therefore, it is our opinion that it is not
practical for one lot owner to fully mitigate the risk of deep-seated or large-scale earth
movement. The risks not fully mitigated include unusually large debris flow
avalanches, with trees, boulders, and other projectiles that may penetrate the wooden
structure of the house, and large scale earth movements of the foundation subgrade soils
underneath the house. The main purpose of the grid -foundation is to prevent collapse
of the house should the ground beneath move, and not to prevent the house from
moving with large scale earth movements.
2
We trust that this letter meets your needs. Please call if you have any questions.
Sincerely,
ASSOCIATED EARTH SCIENCES, INC.
Kirkland, Washington
Eric J. Lim, P.E.
Senior Project Engineer
cc: Hanson Design (4 copies)
652 Alder Street
Edmonds, WA 98020
Attn: Kristin Hanson
EJUdr
KE05055082
Projectsuoo5o550wawp
r1 Mc�
�O fsv �aFRF
S/ONrU 8� a
IXPIRES 2/27
G. Aaron Mc ichael, P.E., P.E.G.
Associate Engineer
a
HANSON DESIGN
KRISTIN HANSON
652 ALDER STREET
EDMONDS WA 98020
EDMONDS BUILDING DEPARTMENT
KYLE & JUTANNE RAY PROJECT
15625 76TH PLACE WEST
FEBRUARY 12, 2008
LEAD PROFESSIONAL DESIGNATION AND
STATEMENT
THIS LETTER IS TO VERIFY THAT THE UNDERSIGNED IS THE
'LEAD DESIGN PROFESSIONAL' AND HAS REVIEWED THE GEO-
TECHNICAL REPART, UNDERSTANDS IT'S RECOMMENDATIONS AND
HAVE INCORPORATED INTO THE DESIGN THE ESTABLISHED
MEASURES TO REDUCE THE POTENTIAL RISK OF INJURY OR DAMAGE
FROM ANY EARTH MOVEMENT PREDICTED IN THE REPORT.
KRISTIN HANSON.
425-774-7129
h1i;Y - 2
BUiLDIING DEPT.
hansondesign@hotmail.com
CITY COPY
City of Edmonds
Developmental Services Dept
121 5'h Ave N
Edmonds 98020
Re: Ray Project
15625 75'h Place West
Edmonds 98026
Job: GIO-945
Custom Design & Engineering, Inc has reviewed the Associated Earth Sciences, Inc Geo-
Technical Report (Project No: KE050550B) and have explained the risk of loss due to
slides on the site. The design of structure has incorporated the recommendations of the
geo-technical report to reduce the potential risk of injury or damage due to any earth
movement predicted in the report. We have also noted and advised the owner of the risk,
hazards and any potential problems from earth movement not mitigated by the design of
the structure.
3incerety,
Av�-,'- K N1 oZo56T S"I
3
MAY-2
5UILDlPl0^ DEPT.
CITY COPY
Oat?.0 44998LLGa* I*OJQd i?QN SPuowP3 d92:40 90 EZ Jdtl
EDMONDS BUILDING DEPARTMENT
KYLE & JULIANNE RAY
15625 75� PLACE WEST
MARCH 4, 2008
APPLICANT LIABILITY & LANDSLIDE ACKNOWLEDGEMENT
WE BELIEVE THE ACCURACY OF ALL THE PERMIT SUBMITTAL
INFORMATION IS WARRANTED BY THE OWNER IN A FORM WHICH
RELIEVES THE CITY OF EDMONDS AND IT'S STAFF FROM ANY
LIABILITY ASSOCIATED WITH RELIANCE ON SUCH A PERMIT
APPLICATION SUBMITTALS.
WHILE THE APPLICATION MAY REFERNCE THE REPORTS OF
PRIOR PUBLIC CONSULTANTS TO THE CITY, ALL CONCLUSIONS SHALL
BE THOSE OF THE APPLICANT OR OWNER AND THEIR DESIGN
PROFESSIONALS.
WHILE THE APPLICANT OR OWNER UNDERSTANDS AND ACCEPTS
THE RISK OF DEVELOPING IN AN AREA WITH POTENTIAL UNSTABLE
SOILS AND UNDERSTANDS THE REQUIRED TEMPORARY AND
PERMANENT EROSION CONTROL AND SITE MAINTENANCE ISSUES
ASSOCIATED WITH SPECIFIC GEOLOGICAL HAZARDS OR CONDITIONS
OF THE SITE MAY AFFECT SLOPE STABILITY OVER TIME.
THE APPLICANT OR OWNER WILL ADVISE, IN WRITING, ANY
PROSPECTIVE PURCHASERS OF THE SITE, OR ANY PROSPECTIVE
LESSEES OF STRUCTURES ON THE SITE OF THE SLIDE POTENTIAL AND
ON -GOING MAINTENANCE ISSUES OF THE AREA AND ON THE
PROPERTY.
FCCEIVED
MAY - 2 ?.;
KYLE RAY. BUILDING DEPT.
t ry
.....: -.o / : �.
ro�`aOTARy�n'
r
w
a, CITY COPY
APPROVED FOR RECORDING:
BY: DATE:
PAGE OF
STATE OF WASHINGTON )
ss:
COUNTY OF f
I certify that I know or have satisfactory evidence that
signed this instrument and
acknowledged it to be (his/her) free and voluntary act for the purposes mentioned in
this instrument.
DATED this _ l day of
i
NO ARY PUdLIC
My commission expires: D
'o OTARy
L:\TEMPXBUILDING%MEADOVACOVENANT i U �.�
FIELD REPORT
Associated Earth Sciences, Inc.
911 Fifth Avenue, Suite 100
Kirkland, Washington 98033
425-827-7701 FAX 827-5424
TO:
Kyle and Juliann Ray
702 - 0 Avenue South
Edmonds, WA 98020
ATTN: Kvle Rav
AS REQUESTED BY Scott Hoover
THE FOLLOWING WAS NOTED:
Page Iof2
Date
Project Name
Project No.
4 Dec OS
Ray Residence
KE050550B
Location
Weather
15625 75" Place W
Clear, 50s F
Municipality
Report Number
City of Edmonds
1
Engineer/Architect
Donna Breske / Hanson Design
Client/Owner
K le and Juliann Ray
General Contractor/Superintendent
Hoover Premier Homes / Scott Hoover
Grading Contractor/Superintendent
Buchanan Land Construction / Duncan Buchanan
AESI was onsite today to for the preconstruction meeting. In attendance were Jeanie McConnell and
Jennifer Collins with the City of Edmonds, Scott Hoover with Hoover Premier Homes, and Duncan
Buchanan with Buchanan Land Construction. On arrival, the site ground surface is well vegetated with grass
and landscape shrubs, and appears not to have changed from previous site visits. No indications of seepage
were observed at the bottom of the east slope.
AESI has previously submitted a wet season grading request letter, dated October 2, 2008, outlining
recommendations for wet season grading. Topics of geotechnical discussion for this meeting were:
1) TESC BMPs: Prior to grading, the contractor will install silt fence downgradient of all excavations,
establish a rock -armored construction entrance, and keep street clean. The City requested a filter
sock or fabric be placed in the CB in the street near the NW comer of the site. A filter fabric is
already in place in the CB near the SW comer of the site. If a CB exists further downgradient to the
south where the contractor had parked his truck, then the City requested a filter fabric be placed in
that CB as well. The contractor will notify City for inspection once installed. The contractor is
responsible for inspecting and maintaining BMPs.
2) Wet Season site monitoring: AESI will visit the site after all significant rain events (more than I inch
per 24 hours) to observe site conditions and adequacy of BMPs.
3) Interceptor Trench: After TESC are installed, contractor will begin with installing interceptor trench
at east edge of lot. Foundation excavations will follow the interceptor trench.
4) Shoring: Contractor will use Lock -Blocks for shoring east side of basement excavation up to 10 feet
high. The contractor informed us that the planned 7.5-ft high shoring for the north side of the
basement, which is in the interior of the building conflicts with the footings for the main floor. Since
these main floor footing need to tie into the basement wall footings, they will be stepped down to
match. AESI agreed and recommended 1.5H:1 V temporary slopes in this area only and must be
covered in plastic. The main shoring wall along the east wall must be maintained since it protects the
larger slope to the east and is of concern to the City.
COPIES TO: City, Hoover, Hanson, Breske, file FIELD REP.: Eric Lim, PE
DATE - PRINCIPAL / PM: Aaron McMichael, PE, PEG
MAILED: DEC 0 8 2008 4La�
FIELD REPORT
To: Kyle Ray Project Name:
Date: 4 Dec 08 Project Number
Ray Residence
KE050550B
Fa L ( i 2
5) "Native" landscape areas: One approved plan sheet shows a "native" growth area to remain
undisturbed in the landscaped slope along the northern half of the western property line. However,
the stormwater detention pipe is planned to be located in that area, so the contractor indicated this
area will be disturbed. Also, a water meter appears to conflict with the detention pipe location. Ms.
McConnell informed us she would look into this issue with the building department.
6) "Start of Work Letter": one special inspection requirement was to provide a Start of Work letter once
the permit was issued and the contractor is ready to begin actual work. AESI spoke with Ann Bullis
with the City of Edmonds, who agreed that this field report for the pre -con meeting would be
accepted as the Start of Work letter. Conditions for the site appear not to have changed from
previous site visits or that assumed during design. We understand that the duration for each
construction task will remain as described in out Oct. 2, 2008 letter, except that the schedule of dates
would be pushed back according with today as the start date.
Copies To: City, Hoover, Hanson, Bteske, file Field Rep: Eric Lim, PE
Date Mailed: Principal /PM: Aaron McMi
PEG
FIELD REPORT
Associated Earth Sciences, Inc.
/'r/rein i��j �nnw�.Stnrr:
911 Fifth Avenue, Suite 100
Kirkland, Washington 98033
425-827-7701 FAX 827-5424
TO:
Kyle and Juliann Ray
702 - 4'h Avenue South
Edmonds, WA 98020
ATTN: Kyle Ray
AS REQUESTED BY Scott Hoover
THE FOLLOWING WAS NOTED:
Permit No. BLD2008-037 Page 1 of I
Date
Project Name
Project No.
12-1108
Ray Residence
KE050550B
Location
Weather
15625 7V Place W
Clear, 40's F
Municipality
Report Number
City of Edmonds
2
Engineer/Architect
Donna Breske / Hanson Design
Client/Owner
Kyle and Juliann Ray
General Contractor/Superintendont
Hoover Premier Homes / Scott Hoover
Grading Contractor/Superintendent
Buchanan Land Construction / Duncan Buchanan
AESI was onsite today to observe excavation progress and conditions, soil subgrade conditions and to perform a
weekly TESC inspection.
Excavation Progress/Conditions: Upon arrival onsite, we met with Duncan Buchanan of Buchanan Land
Construction. They had begun excavation of the basement area and were in the process of loading trucks to export the
excess soil. The excavation was ranged from approximately 7 to 11 feet below the existing ground surface. The north,
east, and south cut slopes of the basement area were cut in a near vertical configuration. A temporary Lock Block
shoring wall will be placed along the east cut slope when the excavation is completed. At this time, there were no
signs of groundwater seepage out of tire cut slopes and there were no observed signs of caving. Currently, the bottom
of the excavation was at I foot below the design pad elevation.
Soil Subgrade Conditions: The exposed soil at the base of the excavation was a moist to wet, light brown to gray,
fine to medium sand with silt (ancient colluvium). There was some blue gray silt with some gravel in the SE comer of
the excavation. Using a steel soil probe, the exposed soils were penetrated 8 to 24 inches under full body weight. The
soil stiffened with depth, even in the areas where it was penetrated 18-24". The contractor wanted to attempt to
compact the native soils in place, and then place I foot of compacted 2-inch clean crushed rock to the design subgrade
elevation. Upon trying to compact the native soils with a hoe pack, the subgrade began to yield slightly. At this time,
we recommended Utat the contractor excavate an additional foot of the native soil and then place a two feet of the 2"
clean crushed rock, compacted in two lifts, to the design subgrade elevation, as specified in our geotechnical report.
TESC Inspection: While onsite, we performed a TESC inspection. Buchanan Land Construction had installed the
interceptor swale on the east edge of the lot. The v-shaped trench had been lined with filter fabric, a 6" perforated pipe
was installed and the trench was backfilled with washed drain rock. The ends of the drain were still exposed, and there
was a small pile of drain rock at each end, to bed the pipe after the connection is made. Silt fence had been installed
along the south side of the site and was in good condition. The construction entrance was lined with quarry spalls and
sediment track out from the recent truck traffic was minimal. Duncan Buchanan said that they were sweeping up at
the end of each day. Inlet protection was adequate and there was no runoff from the site at the time of our visit.
Scott Hoover arrived onsite and we spoke briefly about the interceptor swale and future scheduling of our site
inspections. AESI will return as necessary to perform required inspections.
COPIES TO: City, Hoover, Hanson, Breske, file FIELD REP.: Andrew Glandon, PEG, CPESC
DATE
MAILED: DEC 1 5 2003 PRINCIPAL / PM: Aaron McMichael, PE, PEG ���
FIELD REPORT
Associated Earth Sciences, Inc.
y
911 Fifty Avenue, Suite 100
Kirkland, Washington 98033
425-827-7701 FAX 827-5424
TO:
Kyle and Juliann Ray
702 - Vk Avenue South
Edmonds, WA 98020
ATTN: Kyle Ray
AS REQUESTED BY Scott Hoover
THE FOLLOWING WAS NOTED:
Permit No. BLD2008-037 Page 1 of 1
Date
Project Name
Project No.
12-29 OS
Ray Residence
KE050550B
Ineadon
Weather
15625 75° Place W
Windy, 40's
Municipality
Report Number
city or Edmonds
3
Engineer/Architect
Donna Breske / Hanson Design
Client/ovmer
Kyle and Juliann Ray
General Contractor/Superintendent
Hoover Premier Homes / Scott Hoover
Grading Contractor/Superintendent
Buchanan Land Construction / Duncan Buchanan
AESI was onsite today to perform a weekly TESC inspection.
TESC Inspection: An erosion control inspection was not performed last week due to the snow and hazardous road
conditions. There was no earthwork going on while we were onsite today. Previously, Buchanan Land Construction
had installed the temporary shoring (Lock -Block) wall along the east excavation cut slope along the east edge of the
lot. The blocks had been set 4 blocks high and were set in the orientation specified in the design Plastic sheeting had
been spread over the excavation cut sloped and on the soil that had been stockpiled for export. The plastic sheeting
was in generally good condition, thought there were a few areas that the plastic had been blown out of place by the
heavy wind. The construction entrance was covered with quarry spalls and there was no sediment track -out or runoff
from the site. The adjacent catch basins had filter inserts and were not in need of maintenance. Based on the field
conditions observed, it is our opinion that the BMPs currently in place are performing properly and no additional
erosion control measures are required at the time.
Prior to arriving on site, we spoke with Scott Hoover on the telephone. He said that they planned on resuming site
earthwork on Monday, January 5 ", 2009. AESI will coordinate with Scott Hoover for future required inspections.
COPIES TO:
DATE
MAILED:
City, Hoover, Hanson, Breske, file FIELD REP.: Andrew Glandon, PEG, CPESC
DEC 31 2008 PRINCIPAL / PM: Aaron McMichael, PE, PEG yl
FIELD REPORT
Associated Earth Sciences, Inc.
t;'t>rrinrrit�Zj "/,/rmr%S%rdct
911 Fifth Avenue, Suite 100
Kirkland, Washington 98033
425-827.7701 FAX 827-5424
TO:
Kyle and Juliann Ray
702 - 4V' Avenue South
Edmonds, WA 98020
AM: Kyle Ray
AS REQUESTED BY Scott Hoover
THE FOLLOWING WAS NOTED:
Permit No. BLD2008-037 Pave 1 of 1
Date
Project Name
Project No.
14-09
Ra Residence
RE050550B
Lontion
weather
15625 75" Place W
Cloudy, 40's
Municipality
Report Number
City of Edmonds
4
Engineer/Architect
Donna Breske / Hanson Design
Client/Owner
Kyle and Juliann Ray
General Contractor/Superintendent
Hoover Premier Homes / Scott Hoover
Grading Contractor/Superintendent
Buchanan Land Construction / Duncan Buchanan
AESI was onsite today to observe the garage area subgrade and to perform a weekly TESC inspection.
Subgrade Observations: Buchanan Land Construction had continued to overexcavate soil from the garage area and
place back 2 feet of 2" clean crushed rock back to the planned subgrade elevation. Duncan Buchanan was onsite
working at the time of our site visit; compacting the crushed rock with a hoe -pack and fine grading the crushed rock
with the track -hoe, using an I-beam in the bucket and thumb of the hoe to smooth out the surface. Based on field
performance observations and the exposed soil near the edge of the crushed rock, the prepared subgrade is suitable for
support at the design bearing capacity of 2,000 pounds per square foot. Duncan said that the last bit of the garage, near
the future garage door would be somewhat time consuming to finish, due to the access challenges and having to move
some excess soil on site. At this time, the entire garage subgrade area had not been completed, but what has been done
has been done properly and in a manner that is consistent with the recommendations in our geotechnical report.
TESC Inspection: While onsite we observed the condition of the site BMP's. Some excess soil had been stockpiled
on the northern portion of the site over the past few days and was currently covered with plastic sheeting, which was in
good condition. The construction entrance was covered with quarry spalls and there was no sediment track -out or
runoff from the site. The adjacent catch basins had filter inserts and were not in need of maintenance. The interceptor
swale along the east edge of the lot was in place and appeared to be working. Duncan had inserted steel sheets up
against the soil on the north side and south sides of the temporary Lock -Block shoring wall. This was done to make a
better transition at the wall edges. Based on the field conditions observed, it is our opinion that the BMPs currently in
place are performing properly and no additional erosion control measures are required at the time.
AESI will return to observe subgrade conditions and construction progress at the request of Scott Hoover and to
perform weekly TESC inspections.
COPIES TO: City, Hoover, Hanson, Breske, file FIELD REP.: Andrew Glandon, PEG, CPESC 6&
DATE PRINCIPAL / PM: Aaron McMichael, PE, PEG
MAILED: BAN 1 5 2009
911 fVffi Avenue• Suite 100 Associated Earth Sciences, Inc.
IGdd 5-8 7- 98033sokfio
go ME
425-827-7701 g���'-
FAX 425-827-5424 FIELD REPORT
FIELD REPORT # S
B@A
ATTN: Kvle/
AS REQUESTED BY. -
THE FOLLOWING WAS NOTED:
2911 t/i HewittAvenue • Suite 2
Everett, WA 98201
425-259-0522
FAX 425-252-3408
PAGE I OF
Dale
Project Nam$
ject No.
Locatizs 7sltlol
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Bld it Ne.
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2
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/' � / (/
FIELD COMPACTION EQUIPMENT UTIUZED: Ae
AREAS OF ADDITIONAL CONCERN: NV -
ADDITIONAL TESTS REQUIRED[ ❑ YES JX NO
COPIES TO:P.W �rCY� tV1p GAT/
DATE MAILED: JAN 1 G
FIELD REP�iY"/u CpJ�e,v.Gs��-ff—��
'PROJECT MANAGER: -
Field Report subject to review by AESI Project Manager
AESI_FRLn 312006
911 Fifth Avenue • Suite 100
J(i&bnd, WA 98033
425-827-77'
FAX 425-827-5424
FIELD REPORT
TO: 4t
\/.L/TRAM
YYAlye.
S.
ATTN: L 196
AS REQUESTED BY:
THE FOLLOWING WAS NOTED:
CbA Pros,,,-, CGS 7" / /.I 43, —7Ta x-e
FIELD COMPACTION EQUIPMENT
AREAS Of ADDITIONAL CONCERN:
ADDITIONAL TESTS REQUIRED: ❑ YES $I NO
FIELD REPORT S 6
2911'h Hewia Avenue • Suire 2
Ew= WA 98201
425-259-0522
FAX 425-252-3408
PAGE / OF
gpM
Project Nome
P '0 o.
G-i-
r/-
b4 Z
)ffS6 z '73-h+
/ GtJ
"1Of s
Mun op liry
Bldg. Permit No.
E in r An:hitect
Clio f Own
�-
I Cwm c r/Superintend nt
Earth
ctor/ pe n enf
COPIES TO.-fidh C FIELD REP. 2%e/�I4-
DATE MAILED: 20D9 'PROJECT MANAGER:�.s—(�L-/ i
- Field Report subject to review by AESI Project Manager
ALSI FRL rev 3/2006
911 Fifth Avenue • Suite 100
Kwdmd, WA 98033
425-827-7701
FAX 425-827-5424
To.. 6
7o7- H Apt 5
ATM:
AS REQUESTED RY•�•
THE FOLLOWING WAS NOTED:
FIELD REPORT
FIELD REPORT S
2911 �h Hewitt Avenue • Suite 2
L•vaeu, WA 98201
425-259-0522
FAX 425-252-3408
PAGE Z OF Z
Dole
Pn'ect Name
Proje�cI No.
`ones 7S* P/.
h%r• tta
Muni 'polity
Bldg. Pe o.
Engi /ArChitp)a�
t r
Mt
Ge , Con Ior/Superinm enf // //
lgrfhw'ork Conlrocler/Superintengent
FIELD COMPACTION EQUIPMENT LuMmED: is
AREAS OF ADDITIONAL CONCERN:
ADDITIONAL TESTS REQUIRED: ❑ YES 1]d NO WHERE?
COPIES TO:I'! id TTT HELD REP:
DATE MAILED: 'PROJECT MANAGER: G
• Field Report subject to review by AESI Project Manager -
AFSI_FRL m 312006
Associated Earth Sciences, Inc.
1�% * i
Ceir�irnliryZj Veenryvl,3'e nee
911 Fifth Avenue, Suite 100
Kirkland Washington98033
425-827.7701 FAX 827-5424
TO:
Kyle and Juliann Ray
702 - ek Avenue South
Edmonds, WA 98020
ATTN: Kyle Ray
AS REQUESTED BY Scott Hoover
THE FOLLOWING WAS NOTED:
FIELD REPORT
Permit No. BLD2008-037 Page 1 of 1
Date
Projttt Name
Project No.
2-23-09
Ray Residence
KE050550B
Locadou
weather
15625 75" Place W
Cloud 40's
Municipality
Report Number
City of Edmonds
7
Engineer/Arebiteet
Donna Breske / Hanson Design
Cuent/Owner
K le and Juliann Ra
Geneml Contraetor/Superintendent
Hoover Premier Homes / Scott Hoover
Grading Contractor/Superiatendent
Buchanan Land Construction / Duncan Buchanan
AESI was onsite today to observe footing drain installation and to perform a TESC inspection.
Footing Drain Installation: Since our previous site visit, the perimeter stem wall and the interior grid footings had
been placed. Using a steel soil probe, the crushed rock over soil subgrade was penetrated approximately 1-2 inches
under full body weight and it is our opinion that the footing subgrades are suitable for support at the design bearing
capacity of 2,000 pounds per square foot. Buchanan Land Construction had installed footing drain pipe along the east,
north and west side of the building. The footing drain had been backfrlled along the west side, but was exposed along
the north and east. A 4" perforated PVC pipe had been set at the base of the footing. At the northwest comer, the pipe
had been set, it was bedded in washed rock to approximately 1 foot aver the top of the pipe and filter fabric was placed
over the washed rock. In our opinion, the footing drains that were observed today had been installed properly and
where they were in progress, the steps taken so far were in accordance with the plans and our drainage
recommendations. Based on a later conversation with Eric Lim (AESI), it is our opinion that on the east side of the
house, the upper footing drain and drain rock on the north half of the house should be capped at the transition to the
lower footing drain and should not be connected to the lower footing drain that serves the southern portion.
Subgrade Observations: Since our last visit, the perimeter stem walls and interior footings had been placed in the
northern portion of the house. While onsite, we spoke with Duncan Buchanan (Buchanan Land Construction). He
asked about fill inside the crawlspace. 31,r
Apm--V' M 3 3 0°(= AFS/ D[sctrsS�D ATED
Fort R�At-�Fe[t4 ACA. n157 ..vynzr12 rer,,7n45 wL77t 57-Ru +- VYvlie.2rg-, ALEXX
TESC Inspection: While onsite we observed the condition of the site BMP's. Buchanan Land Construction was
hauling off excess soil; loading dump trucks with soil. The construction entrance was covered with quarry spalls and
there was no sediment track -out or runoff from the site. The adjacent catch basins had filter inserts and were not in
need of maintenance. The interceptor swale along the east edge of the lot was in place and appeared to be working.
The temporary Lock -Block shoring wall along the north side of the excavation was in place and there were no
observed signs of caving or sloughing. Based on the field conditions observed, it is our opinion that the BMPs
currently in place are performing properly and no additional erosion control measures are required at the time.
AESI will return to observe subgrade conditions and construction progress at the request of Scott Hoover and
�C01UV-0) IkOa-65E65. onlur 6KCA7& Lc *L Fac972rY.s Q6ih,t�c au2titr rvn i f7» -
r -a [ s7 rl �i - [ (z�Yt 6�vcp Fs . wn5 usl P'LhnrS - � Si4&r}rZ k4 > t'S 'v c rilW'V'* c6.
At So A/u n st'U FoR- FfW5—PR0m--nv*/ flLM Ai. ani inr Got 'Lzp-IT- - Dl�7D Lk
COPMS TO: City, Hoover, Hanson, Breske, file
AS —15. 4
FIELD REP.: drew Glendon, PEG, CPESCO
DMnuED: FEB 2 7 2009 PRINCIPAL -/PM: Aw f-zAaronMcMichael, PE, PEG
FIELD REPORT
Associated Earth Sciences, Inc.
i 2
Celli-ol#yz �lurrro/Seroix
911 Fifth Avenue, Suite 100
Kirkland, Washington 98033
425-827-7701 FAX 827-5424
TO:
Kyle and Juliann Ray
702 - 41e Avenue South
Edmonds, WA 98020
ATTN: Kyle Ray
AS REQUESTED BY Scott Hoover
THE FOLLOWING WAS NOTED:
Permit No. BLD200"37 Page I of 1
Date
Project Name
Project No.
2-23-09
Ra Residence
KE050550B
Location
Weather
15625 75" Place W
Cloudy,40's
Municipality
Report Number
City of Edmonds
7
Engineer/Architect
Donna Breske / Hanson Design
Client/Owner
Kyle and Juliann Ray
General Contractor/Superintendent
Hoover Premier Homes / Scott Hoover
Grading Contractor/Superintendent
Buchanan Land Construction / Duncan Buchanan
AESI was onsite today to observe footing drain installation and to perform a TESC inspection.
Footing Drain Installation: Since our previous site visit, the perimeter stem wall and the interior grid footings had
been placed. Using a steel soil probe, the crushed rock over soil subgrade was penetrated approximately 1-2 inches
under full body weight and it is our opinion that the footing subgrades are suitable for support at the design bearing
capacity of 2,000 pounds per square foot. Buchanan Land Construction had installed footing drain pipe along the east,
north and west side of the building. The footing drain had been backfilled along the west side, but was exposed along
the north and east. A 4" perforated PVC pipe had been set at the base of the footing. At the northwest corner, the pipe
had been set, it was bedded in washed rock to approximately 1 foot over the top of the pipe and filter fabric was placed
over the washed rack. In our opinion, the footing drains that were observed today had been installed properly and
where they were in progress, the steps taken so far were in accordance with the plans and our drainage
recommendations. Based on a later conversation with Eric Lim (AESI), it is our opinion that on the east side of the
house, the upper footing drain and drain rock on the north half of the house should be capped at the transition to the
lower footing drain and should not be connected to the lower footing drain that serves the southern portion.
Subgrade Observations: Since our last visit, the perimeter stem walls and interior footings had been placed in the
northern portion of the house. While onsite, we spoke with Duncan Buchanan (Buchanan Land Construction). He
asked about fill inside the crawlspace. We told him that compacted soil would be suitable for foundation backfill and
the soil should be placed up to the top of the spread footings.
TESC Inspection: While onsite we observed the condition of the site BMP's. Buchanan Land Construction was
hauling off excess soil; loading dump trucks with soil. The construction entrance was covered with quarry spalls and
there was no sediment track -out or runoff from the site. The adjacent catch basins had filter inserts and were not in
need of maintenance. The interceptor swale along the east edge of the lot was in place and appeared to be working.
The temporary Lock -Block shoring wall along the north side of the excavation was in place and there were no
observed signs of caving or sloughing. Based on the field conditions observed, it is our opinion that the BMPs
currently in place are performing properly and no additional erosion control measures are required at the time.
AESI will return to observe subgrade conditions and construction progress at the request of Scott Hoover and to
perform weekly TESC inspections.
COPIES TO: City, Hoover, Hanson, Breske, file
FIELD REP.: � drew Glandon, PEG, CPESC
M LED: FEB 2 7 2009 PRINCIPAL / PM: /�! ,-z Aaron McMichael, PE, PEG
FIELD REPORT
Associated Earth Sciences, Inc.
Cr/rFirnlii�Zf yrnrr%4'enricc
911 Fifth Avenue, Suite 100
Kirkland, Washington 98033
425-827-7701 FAX 827-5424
Kyle and Juliann Ray
702 - 0 Avenue South
Edmonds, WA 98020
ATTN: Kyle Ray
AS REQUESTED BY Scott Hoover
THE FOLLOWING WAS NOTED:
Permit No. BLD2008-037 Pace 1 of 1
Date
Project Name
Project No.
Io/24/09
Ray Residence
KE050550B
Location
Weather
15625 751h Place W
overcast, 60s F
Municipality
Report Number
City of Edmonds
8
Engioeer/Architect
Donna Breske / Hanson Design
Cheat/Owner
Kye and Juliann Roc
General Contractor/Superintendent
Hoover Premier Homes / Scott Hoover
Grading Contractor/Superintendent
Buchanan Land Construction / Duncan Buchanan
We visited the site to observe final site conditions prior to occupancy and address City staff comments
regarding the rockery along the south side of the driveway. On arrival, we observed that the exterior house
construction was complete and that landscaping in the front yard was complete. The landscaping in the rear
yard was nearly complete with sod being installed during our visit.
We observed the rockery along the south side of the driveway. We measured the rockery to be
approximately 12'8" long and approximately 3'10" in maximum height. The rockery extended west from
the north foundation wall of the house and tapered down in height to match grade in the front yard. It
appears that the rockery was necessary since a slope would have placed soil against the finished wood siding
of the house. Mr. Hoover informed us that 2 rows of Lock -Blocks were left in -place along the south edge of
the driveway and are directly behind the rockery. We hand -probed between the rockery stones and felt a
block where we could penetrate the crushed rock backfill. In our opinion, the Lock -Blocks are alleviating
surcharge on the rockery, and the short retaining structure is suitable for support of the driveway and
anticipated vehicle loads.
COPIES TO:
DATE
MAILED:
City, Hoover, Hanson, Breske, file FIELD REP.:
PRINCIPAL / PM:
Eric Lim, PE Ui
Aaron McMichael, PE, PEG
rviessage
Page 1 of 2
Harrison, Marie
From:
Bullis, Ann
Sent:
Wednesday, November 04, 2009 11:02 AM
To:
Harrison, Marie
Cc:
Steinike, Russell
Subject: FW: Ray Residence - Revised Final Letter
Marie,
Please print for the file — the report is acceptable
Thanks,
Ann Bullis, CBO
Building Official
City of Edmonds
121 5th Ave N
Edmonds, WA 98020
425-771-0220
----Original Message --
From: Scott Hoover [mailto:hoover1969@hotmail.com]
Sent: Wednesday, November 04, 2009 10:28 AM
To: Bullis, Ann
Cc: Steinike, Russell
Subject: FW: Ray Residence - Revised Final Letter
S00o Y CCVe4l-
Yot)-ver PreM� U&m w
16300 MaVoreek,'BLvd, SuUPIC12
MabCree ,, WA 98012
Y oover196 9@hotwwL&.. coves
425-745-1370 Office,
425-745-1466 Fax,
From: hoover1969@hotmaii.com
To: mcconnell@ci.edmonds.wa.us
Subject: FW: Ray Residence - Revised Final Letter
Date: Mon, 2 Nov 2009 16:36:27 -0700
Scot-Ycover
11/4/2009
hvlessage
Yage L oI 1
Ho -over Promi ear HOim-4-
16300 Ma&rreek.BLvd. Sudte.G2
MaCreek., WA 98012
h o,over19 6 9 @ hotwut&.. coves
425-745-1370 Office
425-745-1466 Fax/
Subject: Ray Residence - Revised Final Letter
Date: Mon, 2 Nov 2009 15:12:41 -0800
From: elim@aesgeo.com
To: hoover1969@hotmail.com
CC: edmondswills@yahoo.com
Scott, please find attached the revised final letter. We also faxed to Jeanie at the Building Dept.
Thanks,
50
Eric Lim, PE
Associated Earth Sciences, Inc.
(425) 827-7701 office
(425) 766-6752 cell
yl�M@a6A9eo =
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11/4/2009
CITY OF E D M O N D S GARY HAAKENSON
MAYOR
121 STH AVENUE NORTH • EDMONDS. WA 98020 • 425-771-0220 • FAX 425-771-0221
DEVEIOPMENTSERVICES DEPARTMENT Website: www.ci.edmonds.wa.us
November 5, 2009
Bank of America
Thuy Nguyen
306 Main Street
Edmonds, WA 98020
Re: Site Restoration Frozen Fund Account #5310641170 for Kyle Ray Single
Family Residence at 15625 75th Place W, Edmonds WA
Dear Sir or Madam:
The City of Edmonds hereby authorizes the release $50,000 from the above referenced
Site Restoration Frozen Fund Account. All interested City departments have approved
the release of the Site Restoration Frozen Fund.
Sincerely,
AManpeMarrisoW&W4;�
Senior Permit Coordinator
Cc: Applicant
File
Vremp/DST's/MasterLetters/RelemePerformance07/01
Incorporated August 11, 1890
Sister City - Hekinan, Japan
fnc.189v
Expiration
Account No
CITY OF EDMONDS
121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) T71-0220 • FAX (425) 771-0221
Website: �.Ci.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning • Building •,Engineering
GARY HAAKENSON
MAYOR
EARTH SUBSIDENCE LANDSLIDE HAZARD AREA (ESLHA)
SITE RESTORATION
FROZEN FUND ACCOUNT
Edmonds Building Permit No
Project Address 15 b .15 —
hereinafter referred
to as "The Principal", has a plied to the City of Edmonds, hereinafter referred to as "The City", to
construct at S�o�i1 p r., *- _ located at <C 2zG '7 S el W
within City limits.
WHEREAS, as required by City Ordinance #3632, this form will certify that the noted Banking
Institution has a frozen fund account established for restoration and/or other repairs or stabilization
measures, as required by Edmonds Community Development Code Chapter 19.10.050A for the
referenced project.
NOW, THEREFORE, the undersigned agent �N� n�}/rriiCGt authorized to verify and
control financial information on the referenced account, in the State of Washington, hereinafter
referred to as "The Bank", agree and bind themselves, their heirs, executors, administrators and assigns,
unto the City in the sum of $ S O. 600. OQ lawful money of the United States,
according to the following terms and conditions:
1) The total sum indicated will be withheld by this Banking Institution from disbursements, to any
entity other than the City of Edmonds or its designee. Only written authorization from the City shall
cause release of any portion of these held funds.
2) If the Principal does not complete all repairs and/or restorations within 24 hours of service of
written notice, then the Banking Institution shall, upon demand by the City, remit to the City within ten
(10) days of receipt of said demand, the amount of this account or such lesser amount as may be
specified in the demand, so that the repairs can be installed or completed immediately to City
standards. Such funds shall also be paid to the City for emergency repairs undertaken to stabilize the
site, public improvements, or utilities and/or adjacent structures, where it is impossible or impractical
to provide the 24 hour notice to correct. The Banking Institution shall not be liable to the owner for
disbursement of said funds to the City of Edmonds or on its behalf.
L:TEMP: BUILDING: FORMS: ESLHAFF7/07
Incorporated August 11, 1890
Sister Citv - Hekinan. Japan
City of Edmonds Earth Sub: uce and landslide Hazard Area Reston 'in Frozen Fund Form
Page Two
3) In the event the Principal fails to complete any of the above repairs or restorations within the time
period specified by the City, its employees and agents shall have the right at their sole election to enter
onto said property for the purpose of completing the repairs. This provision shall not be construed as
creating an obligation on the part of the City or its representatives to complete such repairs or
restorations.
4) In the event any lawsuit is instituted by the City, the Principal or the Banking Institution to enforce
the terms of this bond or to determine the rights of any party hereunder, the prevailing party in such
litigation shall be entitled to recover from the losing party its costs, including reasonable attorneys'
fees, incurred as a result of such lawsuit
5) This frozen fund account shall remain in fWl force and effect until occupancy approval on the
structure is granted by the City Building Official.
DATED this v L- -f — day of
' L,* ft Y1 CLTM T'/_ate-�
.solo
• - •
AccountNumber
Print Name
Mailingaddress
( 2nco
Phone Nu
BANKING INSTITUTION ACKNOWLEDGMENT
STATE OF WASHINGTON )
COUNTY OF )
On this ) 51` day of k 6 to-p" - � . cA 6 bob
before me, the undersigned, a NotaryPublic in and for the State of Washington, duly commissioned
and sworn, personally appeared 4 to me know to be
the P+✓ r t ti eL1 er„ An .r of 4 k e P L.
. the corporation that executed the foregoing instrument, and acknowledged the said instrument
to be the free and voluntary act and of said corporation, for the uses and purposes therein
mentioned, and on oath stated that cI&A was authorized to execute said instrument and that
the seal affixed is the corporate seal of said corporation.
WITNESS my hand ffcial seal hereto affixed the day and year fast above w
M- Gp �,.
�•��` oo SNOTARY PU in e of
3Nashin ingNOTARy
at e
t PUBLIC t co(" VWk SS CA ti r, P ices ;
:B11a.DruNG,Tq , :EStttAeF7ro7 * p er 1 D- Q 1-1 O
W '�i��FrASNN\%%�
City of Edmonds Earth Subsidence and Landslide Hazard Area Restorah a Frozen Fund Form
Page Three
DEVELOPERIOWNER ACKNOWLEDGEMENT
STATE OF WASHINGTON )
ss.
COUNTY OF )
On this _ , day of oVtA--% L-A�efore me, the under -signed,
a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared
r.,. � t` to me known to be the W !tAw,i of —
✓ate, the general partnership that executed the foregoing instrument, and
acknowledged the said instrument to be the free and voluntary act and deed of said partnership, for the
uses and purposes therein mentioned, and on oath stated that
was authorized to execute said instrument.
WITNESS my hand and official seal hereto affixed the day and year first above written.
G MM EIa •. �
NOTARY
PUBLIC : 2
:�> o A-:
0/I►WASH`'
— -.-- .... I— ,..,,,..n.na, ff I. C MO
NOTARY
in ; f State
at
ZCS:
io -oi-w
TtngL P.04
�1 Permit Inspection Details
\1 Permit: bId20080376
PERMITTRAx
1000 - E-Pre-Con " Complete? Y
121042008 MCCONNELU 60 ESLHA-daily reports to be sumitted to the Building division. Engineering still needs to do Y
COLLINS ESC inspection. Access easement concerns, plans dont match and no record of easement
for driveway. Private issue - continued via e-mail communication with the City. Detention
system will need to be moved east some as proposed location is over existing utilities.
Maintain native vegetation on west slope, per approved plans.
Total Time:
60
1061 - E-Erosion Control/Mobilization
- Cbmplete7 -
Y
12/082008 COLLINS 0
TESC adequate. -
.. .. _
N
11/042009 Zulauf 20
ok at final
Y
Total Time:
20
1013 - It Storm Tightline
Complete?
Y
02242009 lamberg 20
Partial, ok to backfill - See civils - rat connected
-
` N
10212009 Zulauf/McConn 15
ok to final -water test
Y
el
Total Time:
35
1015 - E-Storm Detention System
Complete?
Y `.
08/032009 Sibiel 0
Detentions stem not uired
y req per city storm water manager. A
- -
direct discharge has been
--
Y
approved in Its stead.
Total Time:
0
1017 - E-Footing Drain Connection
Complete? . "
Y
09292009 ZulautfMcConn 15
discussed eliminating we fig drain and bringing others to CB in front of driveway.
N
ell
10212009 Zulauf/McConn 15
ok to final, water test
Y
ell
Total Time:
30
1019 - E-Footing Drain TL Conveyance
Complete?
Y
10212009 ZulauOMc_onn 15
ok to final -water test
Y
ell
Total Time:
15
1034 - E-Water Service Line
Complete?
Y +
09/=09 Zulauf 10
Connected at house and meter.
. , .
.: - Y .
Total Time:
10
10" - E-Driveway Form & Slope Ver.
Complete?
Y_-
10212009 Zulaul/McCann 15
Under 14%, ok to final
Y -
ell
Total Time:
Is
1053 - B-Retaining Wall Special Inspection
_ - _ - .
,. .
Cot plete?
Y `.
11/042009 steirrike 10
Reviewed letter. - -
�
Y -
Total Time:
10
1055 - E-Rockery
Complete?
'Y
03252009 lambertl 45
Rockery must be removed - see attached email
N
10212009 Zulauf/McConn 15
Rockery on front property meets height equals distance from right of way requirement
Y
ell
Total Time:
60
1077 -E-Engineering Final
Complete?
Y
10212009 Zulauf/McConn 15
see attached purchlist
N
ell
10272009 MCCONNELL 0
See attached field reports re: interceptor Swale and eco-bloc ks
supporting driveway.
N
10272009 Zulauf 30
Ok to Mal
Y
Total Time:
45
1106 - B-Setbacks
.Cornete?
pi
Y .
11/42009 3:51:17 PM Page 1 of 2
1
01272009 steinike
15
11
Total Time:
1s
1108 - B-Footings " -
Complete?
y
01212009 steinike
25
Lower Garage area ok.
-
N -
02/112009 steinike
30
Ok but missing all told downs in upper living area.
y
Total Time:
55
1110 - B-Foundation Wall
Complete?
y "
01272009 steinike
25
Ok for Lower level Garage only.
N
02/172009 biorback
0
y
Total Time:
25
1126 - B-Plumb Rough In
Complete?
y .
O5/082009 steinike
20
Wrote Correction notice.
N
06232009 steinike
20
y
Total Time:
40
1128 - B-Gas Test/Pipe
Complete?
Y
06232009 steinike
20
- y
Total Time:
20
1132 - S-Exterior Sheathing
Complete?
Y "
05/012009 steinike
60
_. ..
Wrote Correction Notice.
N
05/08/2009 steinike
25
y
Total Time:
Its
1140 - B-Height Verification
Complete?
Y
07/142009 steinike
60
y
Total Time:
60
1142 - B-Framing
Complete?
Y
07/102009 steinike
45
Framing ok but need Height Check Survey or Inspection Called in.
pl "
07202009 steinike
45
y
Total Time:
90
1144-B-WallInsulation/Caulk
Complete?
y
07/142009 steinike
20
Wrote Correction Notice
07/152009 steinike
20
Wrote correction notice.
N
07202009 steinike
20
y
Total Time:
60
1146 - B-Floor Insulation/Caulk -
"
-" -
- Complete? -
- .. Y
07/152009 steinike
20
Total Time:
20
1148 - B-Ceiling insulation/Caulk
Complete?
y'
07202009 steinike
25
Vaulted OK
N
1028/2009 steinike
20
y
Total Time:
45
1150 - B-Sheetrock Nall
Complete?
Y
07242009 bjorback
15
APPROVED
y
Total Time:
15
1158 - B-Building Final
-
Complete?
Y
10282009 steinike
60
Wrote correction notice. -
-- _.._...
,.. N ,
10/302009 steinike
45
Wrote Correction Notice.
N
11/042009 steinike
30
y
Total Time:
135
Total Inspections: 40
Total Time:
965
11/42009 3:51:17 PM Page 2 of 2