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PR0538970
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Last modified
10/24/2018 3:16:28 PM
Creation date
10/24/2018 1:09:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0538970
PE
2953
FACILITY_ID
FA0022382
FACILITY_NAME
STOCKTON CSMS
STREET_NUMBER
8020
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
CURRENT_STATUS
01
SITE_LOCATION
8020 S AIRPORT WAY
QC Status
Approved
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WNg
Tags
EHD - Public
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August 28,2014 <br /> Soil Excavation Summary Report, <br /> Combined Support Maintenance Shop, 13 <br /> California Army National Guard <br /> on, Ms. McCartney provided verbal <br /> Following the review of the the excavation.rtlnAdd Additional detail confirmation to backfilll regarding analytical methods used is <br /> provided in Section 2.4 below. <br /> ' 2.4 Summary of Soil Excavation Activities <br /> During June 25 and 30, 2014, Innovated Construction Solutions Inc. (ICS), conducted soil <br /> excavation and site restoration activities onsite using a backhoe/excavator. ECM was onsite <br /> ' to document soil excavation <br /> f Attachmentties and A shows the collect <br /> ite tpr orrheadspace <br /> beginn ng thsoil <br /> e excavationconfirmation June <br /> samples. Picture 1 0 <br /> ' 25, 2014. 1 ; <br /> Approximately 14 cubic yards of soil were excavated during the removal action (Attachment A <br /> - Picture 2). Soil waste manifests for this removal are included in Attachment B. A schematic <br /> of the soil excavation is shown in Figure 3. <br /> The approximate dimensions of the soil excavation were as follows: <br /> ' . Length North Wall - 11-feet; <br /> Length South Wall - 8-feet; <br /> ' <br /> • Length East and West Walls - 12-feet; and <br /> ' h of Excavation - 4-feet maximum along northern portion of excavation (the south wall Dept <br /> was sloped towards the middle of the excavation to allow for safe access and regress of <br /> the excavated area). <br /> Soil was selected to be excavated based on visual staining and headspace readings using a <br /> photoionization detector (PID). Headspace readings were performed by collecting a soil <br /> sample from the excavation sidewall or floor and placing the sample into a plastic bag. The <br /> ' plastic bag was then sealed, and the sample was given ten minutes to equilibrate, before the <br /> PID inlet was inserted into the bag to measure the volatile organic compound concentration in <br /> ' the headspace vapors. <br /> Soil with staining exhibiting elevated headspace readings of greater than 100 parts per million <br /> (ppm) by volume was targeted for removal. Once the stained soil was removed, additional <br /> samples were collected from the excavation sidewalls and floor to confirm headspace <br /> readings greater than 100 ppm were no longer observed. The results of the headspace <br /> readings are shown in Table 1 and Figure 3. <br /> A total of 18 headspace samples were collected during soil excavation activities. Two <br /> headspace readings exhibited elevated readings greater than 100 ppm. The first elevated <br /> headspace reading (350 ppm) was observed at the sidewall of the northwest corner. The <br /> ' second elevated headspace reading (329 ppm) was observed at the midpoint of the northern <br /> sidewall. Of the remaining 16 headspace readings collected, the highest reading observed <br /> was located at the midpoint of the southern sidewall at 5.0 ppm. <br />
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