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2900 - Site Mitigation Program
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PR0009016
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Last modified
6/17/2020 1:55:20 PM
Creation date
6/17/2020 11:34:01 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009016
PE
2959
FACILITY_ID
FA0004032
FACILITY_NAME
AMERICAN MOULDING & MILLWORK (FRMR)
STREET_NUMBER
2801
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11709001
CURRENT_STATUS
01
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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Appendix A <br /> Where field conditions require the use of a backhoe for sample collection, samples will be collected as <br /> soon aspossible once the bucket of soil has been lifted to the surface. Field sawn lers will wear disposal <br /> gloves,which will be replaced after each sample is taken to avoid cross conta ation. The first sample <br /> collected from the backhoe bucket will be for VOC analyses(where applicable) by EPA Method 5035 <br /> using Encor6m samplers. The procedure for collecting soil samples by EPA 5035 is: <br /> • Remove Encorer' sampling device and cap from resealable package and attach T-handle to sampler <br /> body <br /> • Quickly push the sampler into the freshly exposed soil surface in the backk oe bucket <br /> • Cap the sampler with a twisting motion <br /> • Record sample information as described in Section 4.5 <br /> • Place sample in resealable container <br /> • Repeat above procedure to obtain 3 filled EncoreTM samplers per sample <br /> • Place Encorerm samples in bag provided and label bag using permanent ir k and record on COC form <br /> and field notebook <br /> • Store in cooler at 4:h 2 degrees Celsius(°C). <br /> A second sample will be collected for all non VOC samples using a stainless steel tube(sleeve) <br /> measuring two inches in diameter and six inches long. The sleeve will be inserted into the center of the <br /> bucket. The filled sleeve will be removed from the bucket,wrapped both end with Teflon and then <br /> sealed with end caps.These samples will be also be stored upon collection at 4 f 2°C. <br /> A1.2.2.2 Surface and Shallow Soil Sampling <br /> Surface soil samples will be collected using a hand-operated stainless steel drive sampler capable of <br /> retrieving undisturbed soil samples. Surface debris will be cleared prior to sampling. The drive sampler <br /> will be pressed into the soil at an angle of 45 to 90 degrees until the 6-inch length of the sample tube is <br /> filled with soil. Samples for VOC analyses will be collected by inserting an Encor6m sampler into soil as <br /> described in section A1.2.2.I. If the soil is extremely coarse-grained(e.g.,l ge gravel)such that the <br /> clasts are larger than the diameter of the Encor6m samplers,tubes of soil wil I be submitted in lieu of the <br /> Encore'm sampler,and recorded in the daily field logbook and the Chain of Custody. After the surface <br /> soil sample has been collected,the hole will be backfilled with native soil. <br /> A1.2.2.3 Trenching Subsurface Sampling <br /> Subsurface soil samples from test pits will be collected by driving 6-inch length stainless steel tubes <br /> directly into the side wall of the test pit,or by using a hand operated stainless steel core sampler capable <br /> of retrieving undisturbed soil samples, or from the backhoe bucket. The surface of the soil in the backhoe <br /> m <br /> bucket will be scraped away prior to driving the hand-driven sample tube o the soil in the bucket. The <br /> sample will then be removed and placed into an appropriate sample container. Samples for VOC analyses <br /> will be collected by inserting an Encor6m sampler into the soil as described in section A1.2.2.1. If the <br /> soil is extremely coarse-grained(e.g.,large gravel) such that the clasts are I rger than the diameter of the <br /> Encor6m samplers,tubes of soil will be submitted in lieu of the EncoreTm si mpler, and recorded in the <br /> daily field logbook and the Chain of Custody. <br /> KB61125 APPENDIX A MACTEC Engineering and Cons (ting, Inc. A3 <br /> September 28,2005 <br />
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