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ARCHIVED REPORTS_2015
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2015
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Last modified
7/17/2020 3:53:49 PM
Creation date
7/3/2020 10:46:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2015
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2015.tif
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EHD - Public
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• TESTING, RESEARCH, CONS G AND FIELD SERVICES <br />-"" '�! AUSTIN, TX -USA j AwAwefe.�, CA - USA aow, SC - USA I 1311 Conal - AUeinnUA I Suar1CU - 0111 1 <br />May 13, 2015 <br />Kris Khilnani '. <br />Advanced Earth Sciences <br />9307 Research Drive <br />Initial: OVZ #:0.13 <br />Irvine, CA 92618 <br />GATE: 05/13!2015 <br />Re: FINAL LABORATORY TEST REPORT <br />Dear Mr. Khilnani: <br />Thank you for consulting TRI California for your material testing needs. <br />Enclosed is the final laboratory report for the Conformance testing of six (6) hoz Non Woven Geotextile samples. <br />PROJECT NAME: Foothills Area 2A DATE REPORTED: May 13, 2015 <br />REFERENCE TRI JOB NO.: G150329 <br />DATE RECEIVED: May 7, 2015 <br />SAMPLED BY: TRI -CA at Tencate, GA <br />SAMPLE ID <br />TRI CONTROL NUMBER <br />1. J20203619 L#23447A <br />103736 <br />2. J20203596 L#23447A <br />103737 <br />3. J20203574 L#23447A <br />103738 <br />4. J20203685 L#234478 <br />103739 <br />S. J20203641 L#234478 <br />103740 <br />6. J20203663 L#234478 <br />103741 <br />TEST METHOD <br />DESCRIPTION <br />1. ASTM D4632 <br />Grab Tensile <br />2. ASTM D5261 <br />Mass Per Unit Area <br />3. ASTM D6241 <br />Static Puncture Resistance <br />4. ASTM D4533 <br />Trapezidal Tear Resistance <br />5. ASTM D4491 <br />Permittivity <br />6. ASTM D4751 <br />Apparent Opening Size <br />TEST RESULTS: The test results are <br />summarized in the attached Tables 1 to 6. <br />Respectfully. <br />TRI Environmental, Inc. - California <br />Maria Espitia <br />Carmelo V. Zantua <br />Quality Assurance <br />Technical Director <br />atg aru—."-fife <br />it shall be noted that the samples, tested are believed to be true representatives of the material produced under the designation herein stated. In addition. the attached <br />laboratory tests results are Considered indMAdve only of the quality of semples�specimens that were actually stated. The appropriate test methods hereby employed are based <br />on me ounenl and accepted industry practices. TRI neither accepts responsibility for ria makes claims to the imended final use and purpose of the material. The test data and <br />all associated project infommtion shell be held confidential and not to he reproduced ardor disclosed to other pastes e.00i in lug and with prior written approval from pertinent <br />entity duty authorized by the respective diem or from the fern itself. It is our policy to keep physiml records of each job for two (2) years commencing from the date of receipt of <br />the samples and keep its Corresponding electronic file for seven (7) years. Retained contonmence semplss she disposed of suer ons (1) month. On the Other hard, should <br />you ceetl us to keep deem at a longer period, please advise us in writing. <br />13 Pages Total (hduding this sheet) <br />1160 North Gilbert Street, Anaheim, CA 92801, www.predsionlabs.net <br />Precision Geosynthetic Laboratories International dbo TRI Environmental, Inc. <br />• <br />
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