HomeMy WebLinkAbout17939 59TH AVE_BLD20120122_2026 FAA
BUILDING INSPECTION REPORT
G��v o� Permit No. —6/Z 2-
Address:
���tNG` C6 Contractor:
Owner: AA/up
Date: '511///Z
APPROVAL � PARTIAL APPROVAL
® VIOLATION ® CORRECTION REQUEST
Corrections listed below MUST BE MADE before work can be approved
Please contact inspector
Was not able to perform inspection
Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before
/2 62 45rce_X
Inspector: Ulm Date: ,5 //
® Under-floor ® Framing ® Gas Piping
® Footing ® Drywall, nailing ® Consultation
® Foundation ®Shear Nailing ® Groundwork
® Mechanical ® Grid �Struct. Slab
® Wood Stove ® Rough-in ® Final
® Masonry ® Drainage ® Insulation
® Other:
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f CITY OF ARLINGTON
238 N.OLYMPIC AVE.-ARLINGTON,Wig 98223
PHONE:(360)403-3551
BUILDING PERMIT
Address:17939 59THAVENF,ARLINGTON Permit#:BLD20120122
Parcel#:31052200403300 Valuation:$7,000.00
OWNER APPLICANT CONTRAMR
ARLINGTON ADVANCED MANUFACTURING EXCELSIOR CONSTRUCTION EXCELSIOR CONSTRUCTION
PARK LLC KERMIT HOUCK KERMIT HOUCK
3316 FUHRMAN AVE E 204 E.SPRUCE 204 E.SPRUCE
SEATTLE,WA 98102 MT.VERNON,WA 98273 MT.VERNON,WA 98273
Lie#:EXCELC*969LA Exp:6/23/2012
PLUMI3LN6 CONTRACTOR MCFiANICAL CONTRACTOR
Lie#: Exp: Lie#: Exp:
JOB DESCRiPTIo , - -ffii concrete slab to match ewsting floor elevation and filling indoor emptied dip tanks
PERMIT TYPE: Commercial PERMIT GROUP: Alteration/Remodel Interior
STORIES: 0 CONST TYPE:
DWELLING UNITS: 0 OCC GROUP:
CODE: OCC LOAD:
PERMIT APPROVAL
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED
THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID.
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.IBC110/IRC110.
SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return
form Zcodedily ofAr'ngto #3101.
�. Put C �Ed rr,—
Signature Print Name Date eleased y ate
ARCHIVE = APPLICANT ASSESSOR OTC
BLD20120122
CONDITIONS
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE
PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES, ETC.)WILL REQUIRE SEPARATE PERMISSION.
• None
PERMIT FEES
Date Description _ Fee Amount Paid Balance Due
5/8/2012 Building Permit Fee $178.25 S0.00 $178.25
5/8/2012 State Building Code Surcharge $4.50 $0.00 $4.50
5/8/2012 Building Plan Check Fee(QTY. 1) $115.86 $0.00 $115.86
Total Due: $298.61 $0.00 $298.61
CALL FOR INSPECTIONS
BUIILDINGIENGU4]MNG✓PARKS/UTII,ITIES/FINAL(360)435-0674
FIRE(360)403-3607
When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being
requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon.
• None
Work Location:
Arlington Advanced Manufacturing Park
17939 59TH Ave. N.E.,Arlington, WA 98223
Office 360'435'5151 ""' cell360'333'2556
For: Pacific Tank& Energy,
Building#4, Pool Fill&Cover
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741 Marine Drive,Bellingham, WA 98225 www.geotest-inc.corn
��� !��� 20611 67thAve.NE.Unit A.Arlington, WA98223
phone:(360)733.7318 toll tree:(888)251.5276 tax:(360)733.7418
FIELD DENSITY/MOISTURE REPORT
Nuclear Gauge * ASTM D6938
PROJECT: AAMP Infill JOB#: 12-0198
ADDRESS: 17825 59th Ave NE,Arlington,WA REPORT#: FD001
PERMIT#: DATE: 5/10/2012
CLIENT: Catapult Heavy Construction PAGE#: 1 of 1
CONTRACTOR: Catapult Heavy Construction INSPECTOR: Rodney Spencer
Compaction Of: Import Structural Fill in Previous Pool Area
Field Data:
Depth] DT/ Wet Field Dry Compaction
Test Location Elev SS Density Moisture Density Lab % Passl
# (n) fin) (pcf) I%) (pctl # Fail'
1 20'N.of S.End r ��, y -2' DT/12' 141.3 7.7 131.2 1 96 95 P
2 55'N.of S.End r �,'Lc�. �� y -4" DT/12' 144,2 7.9 133.6 1 98 95 P
3 30 N.of S..End — -3' DT/12' 143.6 8.0 133.0 1 1 97 95 P
4 15'S.of N.End — 3 ,' � * -1. DT/12' 142.8 7.4 133.0 1 97 95 P
5 20'N.of S.End _ L TOG DT/12' 141.2 7.5 131.3 1 96 95 P
Lab Max.Dry Optimum Retained
Sample Soil Type Source Density Moisture On#4 Test
# ( % (%) Method__
1-1132A PIGS wl G East Valley Sand and Gravel 136.8 6.4 40 ASTM D1557/D4718
2- 0.0 None
3- 0.0 I None
Gauge Make/ModeVSerlal#: Troxler 3440P/60559 WD Standard Count: 659/2850
Comments:GeoTest was on-site as requested for compaction testing at the above locations. Import structural
fill was placed in lifts and compacted to a firm and unyielding condition using a large steel-drum vibratory
roller and a hoe-pac.All tests attained the required compaction. Test locations and elevations were
approximate. Elevations were referenced from top of grade(TOG).
COPIES:Catapult Heavy Construction Wow"
This report shall not be reproduced except In full,without the written approval of GeoTest Services,Inc.
The above test results relate only to the sample(or location)tested.
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Sieve Analysis Test Report - ASTM C136/C117
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100 ------yySDOT OB 9 03.1 ravel Borrow
1 1 1 1 1 I 1
90 1 1 1 ( 1 1 1 1 I 1 1
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100 10 1 0.1 0.01 0.001
GRAIN SIZE-mm.
%+3" %Gravel %Sand %Fines
Coarse Fine Coarse Medium_ Fine_ _ Silt Clay
4 17 19 12 31 13 A= 4
SIEVE PERCENT SPEC." PASS? Mate_ri_al_D�sription
SIZE FINER PERCENT (X=NO) Gravel Borrow
4" 100 100 poorly graded sand with gravel
3" 96
2" 92 75-100 Att��berg Limits
3/4" 79 PL= LL= PI=
3/8" 69
#4 60 50-80 Coefficients
#10 48 D90= 41.6725 D85= 28.8549 D60= 4.7316
#20 34 D50= 2.3038 D30= 0.7232 D15= 0.3887
#40 17 0-30 D1 0= 0.2768 Cu= 17.09 Cc= 0.40
#60 9 Classification
#100 6 U
#200 3.9 0.0-7.0 SCS= SP AASHTO=
Remarks
Meets Gravel Borrow gradation specification.
WSDOT-06 9-03.14(1)Gravel Borrow
Location:East Valley Sand and Gravel
Sample Number: 1132A Date: 5-8-12
Client: Catapult Heavy Construction
,�►� GC OTe�]T 74,11w mr,I"a«. Project: AAMP Infill
w"N�"' :1 wI mn 17825 59th Ave.NE,Arlington,WA
u-w-fiwlwt I,�mn
Project No: 12-0198 Report SP001
Tested By: ES Checked By:GR
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Moisture-Density (Proctor) Test Report
150
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140 — —
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130
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_ ZAV for
Sp.G._
p — 2.65
120-
110
100
3 4.5 6 7.5 9 10.5 12
Water content, %
--Rock Corrected --o--Uncorrected
Test specification: ASTM D 1557-07 Method C Modified
ASTM D 4718-87 Oversize Corr.Applied to Each Test Point
Elev/ Classification Nat %> %<
Depth USCS AASHTO Moist. Sp.G. LL PI 3/4In. No.200
SP 21 3.9
ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION
Maximum dry density= 136.8 pcf 130.8 pcf Gravel Borrow
poorly graded sand with gravel
Optimum moisture=6.4% 7.8%
Project No. 12-0198 Client: Catapult Heavy Construction Remarks:
Project: AAMP Infill SPG:assumed
17825 59th Ave.NE,Arlington,WA Date: 5-8-12
Location:East Valley Sand andrGyraavvell Sa♦m le Number: 1132A
Mi.W.+.WA
Report SP001
Tested By: ES Checked By:GR
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BLD20120122 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1
BUILDING PERMh PERMIT M BLD20120122
OWNER: ARLINGTON ADVANCED MANUFACTUR... STATUS:APPLIED
ADDRESS: 17939 59TH AVE NE,ARLINGTON BALANCE: $0.00
Q� 1 ISSUED: CREATED: 5/8/2012
SCREENS: Select Screen..`_ _�- FUNCTIONS: Select Permit Function... 0
ALTERATION/REMODEL INTERIOR
REVIEWS PRINT ADD NEW SUMMARY
REVIE.. DESCRIPTION ASSIGN .. DUE DATE LAST (#) REQ? DQ.. ASSIGN REMOVE
2000 C-Building I CYOUNG 5/11/2012 0 Y N Assign Remove
2008 C-Community Development I iARUSKO 5/11/2012 0 Y N Assign Remove
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https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Pennits_Permit/Permit Reviews.asp... 5/8/2012
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MISCELLANEOUS BUILDING
j PERMIT APPLICATION
Department of Community Development
City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone(360)403 3551 • FAX(360)403 3418
THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3) SETS OF CONSTRUCTION DRAWINGS, THREE(3)
ACCURATE,FULLY DIMENSIONED PLOT PLANS AND ONE(1)SETS OF ENERGY CODE APPLICATIONS(IF
APPLICABLE).
T ([34 0 00 . °a
Type of Permit:(check one) Residential Commercial Valuation:
Project Address: vl� 7 (f 51+1) &y C, M L Parcel ID#:
Lot#: T Subdivision: ATI—Hf T3
Building Area(Sgq,F,t�) L:D -5I 2 8— No. of floors:
�, n, y (t Number of Buildings:-
Owner:. �
y�11t� l '4�f/.1l �� ' Qnp fW}0 ``1�� L14hone Number: i� 7��q� I
Address: 3Ap %<Nki man `"2 G City: 1 State: lbq Zip Code: ',
Scope of Work:
Fin 1 1 h `-P w) I r( . (cl -:f+ iNi+h V\JeL boy ram and
i n(A-MU Ccncte-4e si --tD mjch -(y\1C_b V-r4 -�a by e)evab u%�n .
A detailed site plan/vicinity map, and construction drawings may be required depending on the scope of work. Please verify this with a
Community Development Permit Technician prior to submitting application for review.
Contractor: 6K(I jc�)®r Phone Number:
Address: 2,0-1 E `1UY1 Q ' City:),Jq. n" L" I State: L/r1 Zip Code:q&L2 .�
Contractor's License Number: �XC.i✓l,C �' Expiration:
I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-
described property will be in accordance with the laws, rules and regulations of the State of Washington.
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Applie_nts Signature Date
y« I �( V-)
Print Applicants Name
RECEIVED
FOR STAFF USE ONLY MAY U 8 2012
eLDAold-60a- 1*nuve- �Tf�
Permit# Accepted By Amount Received Receipt# 'ut�
Page 1 of 1 8/10 CJY
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Contractors or Tradespeople Printer Friendly Page Page 1 of 1
General/Specialty Contractor
A business registered as a construction contractor with LEH to perform construction work within the scope of
its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name EXCELSIOR CONSTRUCTION UBI No. 602399940
Phone 3603362995 Status Active
Address 204 East Spruce License No. EXCELC969LA
Suite/Apt. License Type Construction Contractor
City Mount Vernon Effective Date 6/1/2004
State WA Expiration Date 6/23/2012
Zip 98273 Suspend Date
County Skagit Specialty 1 Concrete
Business Type Individual Specialty 2 Unused
Parent Company
Business Owner Information
Name Role Effective Date Expiration Date
HOUCK, KERMIT W 10wner1106/01/2004
Bond Information
(Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond AmountlReceived Date
2 AMERICAN STATES INS 6386752 06/01/2006 Until Cancelled $6,000.00 05/26/2006
CO
1 ACCREDITED SURETY 10019681 06/01/2004 Until Cancelled 09/15/2006 $6,000.0006/01/2004
Et CAS CO
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance Company Name Policy Number Effective Date Expiration Date Cancel Dateilmpaired Datel Amount Received Date
American
7 States 01CH15993160 06/01/2011 06/01/2012 I$1,000,000.0006/01/2011
Insurance Co
6 AMERICAN 01CH15993150 06/01/2009 06/01/2011 $300,000.0005/17/2010
STATES INS CO
5 AMERICAN 01CH15993130 06/01/2008 06/01/2009 $300,000.0006/23/2008
_STATES INS CO
4 AMERICAN 01CH15993120 06/01/2007 06/01/2009 $300,000.0005/30/2008
STATES INS CO ll
3 AMERICAN 01CH15993110 06/01/2006 06/01/2007 $300,000.0006/01/2006
STATES INS CO _
2 ATLANTIC CAS L088002738 06/01/2004 06/01/2006 $300,000.0005/19/2005
INS CO
Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
RECEIVED
MAY 082012
COA PERMIT CENTER
https://fortress.wa.gov/lni/bbip/Print.aspx 5LA) AI ?-DI 9,?'-5/8/2012
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Arlington Advanced Manufacturing Park LLC
Pool backfill requirements for WME14S' u"uilding 10:
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1. Contractor to follow WSDOT Standards and Specifications, the International Building Code, City
of Arlington Design and Construction Standards and the Arlington Municipal Code when
backfilling the pools for Arlington Advanced Manufacturing Park, LLC.
2. Contractor to backfill according to WSDOT Standard Specifications 2-09.3(1)E
3. Contractor to use Gravel Borrow per WSDOT Standard Specifications 9-03.14(1)
OFFICE COPY
CITY OF ARLINGTON
BUILDING DEPARTMENT,
AP 1 D
DATE /2" BY
N C ANVES AUTHORIZED
UNLESS APPROVED BY THE
BUILDING INSPECTOR
RECEIVED
MAY 0 8 2012
COA PERMIT CENTER
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2-09 STRUC f URE EXCAVATION
pay as provided in Section 1-04.4 for loading and hauling.The Contracting Agency will
not pay for handling at the disposal site.Any such disposal shall meet the requirements of
Section 2-03.3(7)C.
If the Contract includes Structure excavation, Class A or B, including haul,the
unit Contract price shall include all costs for loading and hauling the material the full
required distance.
2-09.3(1)E Backfilling
The backfilling of openings dug for Structures shall be a necessary part of and
incidental to the excavation. Unless the Engineer directs otherwise,backfill material shall
be nonclay material containing no pieces more than 3-inches across,no frozen lumps,and
no wood or other foreign material.
When specified in the Contract or when approved by the Engineer,the Contractor
shall supply controlled density fill as backfill material.
Alternative Sources.When material from Structure excavation is unsuitable for use
as backfill,the Engineer may require the Contractor to:
1. use other material covered by the Contract if such substitution involves Work
that does not differ materially from what would otherwise have been required;
2. substitute selected material in accordance with Section 2-03.3(10);
3. use Controlled Density Fill(CDF)also known as Controlled Low Strength
Material(CLSM)),or;
4. obtain material elsewhere.Material obtained elsewhere will be paid for in
accordance with Section 1-04.4.
Controlled Density Fill(CDF)or Controlled Low-Strength Material(CLSM).
CDF is a self compacting,cementitious,flowable material requiring no subsequent
vibration or tamping to achieve consolidation. The Contractor shall provide a mix design
in writing to the Engineer on WSDOT Form 350-040 and utilize ACI 229 as a guide to
develop the CDF mix design.No CDF shall be placed until the Engineer has reviewed the
mix design. CDF shall be designed to have a minimum 28-day strength of 50 psi and a
maximum 28-day strength not to exceed 300-psi. The CDF consistency shall be flowable
(approximate slump 3 to 10-inches).
The following testing methods shall be used by the Contractor to develop the CDF
mix design:
28-day compressive strength-ASTM D 4832,
Unit weight,yield, and air content-ASTM D 6023,
Slump -WSDOT FOP for AASHTO T 119.
The water/cement ratio shall be calculated on the total weight of cementitious
material. The following are considered cementitious materials: Portland cement, fly ash,
ground granulated blast furnace slag and microsilica fume.
Admixtures used in CDF shall meet the requirements of Section 9-23.6,Admixtures
for Concrete, and foaming agents,if used, shall meet the requirements of ASTM C 869.
Admixtures shall be used in accordance with the manufacturer's recommendations and
non-chloride accelerating admixtures may be used to accelerate the hardening of CDF.
CDF shall meet the requirement of Section 6-02.3(5)C and shall be accepted based
on a Certificate of Compliance.The producer shall provide a Certificate of Compliance
1 for each truckload of CDF in accordance with Section 6-02.3(5)B.
Stockpiling. The Engineer may require the Contractor to selectively remove
and stockpile any usable material excavated for a Structure. If this material meets
the requirements for gravel backfill for walls it may replace gravel as wall or
abutment backfill.
Page 2-30 2010 Standard Specifications M 41-10
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STRUCTURE EXCh-.AT1ON 2-09
If the Contractor stockpiles excavated material for use as backfill, it shall be
protected with plastic sheeting or by some other method from contamination and weather
damage. If the material becomes too wet or contaminated in the stockpile, the Contractor
shall dispose of and replace it with an equal amount of suitable material,all at no expense
to the Contracting Agency.All costs for storing,protecting,rehandling, and placing
stockpiled material shall be included in the unit Contract price for Structure excavation,
Class A or B.
Compaction.Backfill from Structure excavation shall be placed and compacted in
keeping with the following requirements:
1. Backfill supporting Roadbed,Roadway embankments,or Structures,including
backfill providing lateral support for noise barrier wall foundations,luminaire
poles,traffic signal standards, and roadside and overhead sign Structure
foundations shall be placed in horizontal layers no more than 6-inches thick
with each layer compacted to 95-percent of the maxiinum density determined
by the Compaction Control Test according to Section 2-03.3(14)D.
2. Gravel backfill for drains shall be placed in horizontal layers no more than
12-inches thick,with each layer compacted by at least three passes of a
vibratory compactor approved by the Engineer.
3. All other structure excavation backfill shall be placed in layers no more than
2-feet thick(loose),with each layer tamped and graded so that final settling will
leave the backfill flush with surrounding ground.
4. Compaction of controlled density fill will not be required.
Timing.Backfill shall not be placed against any concrete Structure until the concrete
has attained 90-percent of its design strength and a minimum age of 14-days,except that
reinforced concrete retaining walls 15-feet in height or less may be backfilled after the
wall has attained 90-percent of its design compressive strength and curing requirements
of Section 6-02.3(l1) are met. Footings and columns may be backfilled as soon as forms
have been removed, so long as the backfill is brought up evenly on all sides.
The Engineer may order the Contractor to use lean concrete in backfilling around
piers and in front of abutments and walls.The Contracting Agency will pay for such
backfilling as provided in Section 1-04.4.
If water prevents the Contractor from properly placing and compacting backfill, it
shall be removed by pumping or other means.
All costs not defined in this section that relate to providing,placing, and compacting
backfill shall be at the Contractor's expense.
2-09.3(1)F Items to Remain
If the Contractor damages or removes pavement or anything else meant to remain
outside the excavation area, it shall be repaired or replaced at no expense to the
Contracting Agency.
2-09.3(2) Classification of Structure Excavation
I. Class A. Structure excavation required for bridge and retaining wall footings,
pile caps, seals, and wingwalls shall be classified as Structure excavation
Class A. If the excavation requires a cofferdam, structural shoring, or extra
excavation, the work outside the neat lines of the Structure excavation Class A
shall be classified as shoring or extra excavation Class A.
2. Class B.All other Structure excavation shall be Class B. If this excavation
requires cofferdams, shoring, or extra excavation,the work outside the neat
lines of the Structure excavation Class B shall be classified as shoring or extra
excavation Class B.
2010 Standard Specifications M 41-10 Page 2-31
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9-03 AGGREGATES
9-03.13 Backfill for Sand Drains
Backfill for sand drains shall conform to the following grading:
Sieve Size Percent Passing
'/z' 90-100
No. 4 57-100
No. 10 40-100
No. 50 3-30
No. 100 0-4
No. 200 0-3.0
All percentages are by weight.
9-03.13(1) Sand Drainage Blanket
Aggregate for the sand drainage blanket shall consist of granular material, free
from wood,bark, or other extraneous material and shall meet the following requirements
for grading:
Sieve Size Percent Passing
2'/2" 90-100
No. 4 24-100
No. 10 14-100
No. 50 0-30
No. 100 0-7.0
No.200 0-3.0
All percentages are by weight.
That portion of backfill for sand drains and sand drainage blanket retained on a
No. 4 sieve shall contain not more than 0.05 percent by weight of wood waste.
9-03.14 Borrow
9-03.14(1) Gravel Borrow
Aggregate for gravel borrow shall consist of granular material, either naturally
occurring or processed, and shall meet the following requirements for grading
and quality:
Sieve Size Percent Passing
4"' 100
2" 75-100
No. 4 50-80
No. 40 30 max.
No. 200 7.0 max.
Sand Equivalent 50 min.
All percentages are by weight.
'For geosynthetic reinforced walls or slopes, 100 percent passing 1'/4-inch sieve and
90 to 100 percent passing 1-inch sieve.
Ballast may be substituted for gravel borrow for embankment construction.
Page 9-28 2010 Standard Specifications M 41-10
e;.
Ma r, 2, 2012 2, 27PM No. 3962 P. 1
EAST VALLEY SAND & GRAVES,
:.•�. 5802 Cemetery Rd
' PO Box 3554
Arlington,`pl7'a. 98223
(360)403-7520 Office - (360)403-7480 Fax !
Aggregate Test Report
Produot: &lea ae Location;
ProjeCO Contractor
Sam to Sim:
21/2 In. ,
2 In.
11/21n. 1
1 1/4 In.
3/4 In-
5/8 .. /d 949
Ilz 1cn. o. !9 3 97
3/8 In.
1l4 Tp,
No,4 ;2.$
No.8
No. 10
No,16
Na.30
Na.40 ,!Q
No.50
'No, 100 ,
No, 200 6./Yl 27
Testing:
Remarks: '!
Sampled By: 'Tested By:
Submitted By. /17w 1c'' Date: ) —,6
EVSc'o8
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Mar, 2, 2012 2: 28PM No, 3962 P. 2
bEC/08/2008/MOH 05:00 PM GEOTESP—BELLIIGHAM FAX No, 360-733-7418 P. 004
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Particle Size OIstributioh Report
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DEG/06/2008/MON 05;07 PM GEOTEST-BELLINGHAM FAX No. 360-733;70 P. 002
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Particia Size Distribution Report
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