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ARCHIVED REPORTS_XR0003898
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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NOWELL
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26200
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3500 - Local Oversight Program
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PR0545614
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ARCHIVED REPORTS_XR0003898
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Last modified
4/27/2020 4:33:13 PM
Creation date
4/27/2020 4:24:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003898
RECORD_ID
PR0545614
PE
3528
FACILITY_ID
FA0009531
FACILITY_NAME
UFP Thornton LLC
STREET_NUMBER
26200
STREET_NAME
NOWELL
STREET_TYPE
Rd
City
Thornton
Zip
95686
CURRENT_STATUS
02
SITE_LOCATION
26200 Nowell Rd
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sballwahn
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EHD - Public
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r • • <br /> • <br />' The proposed boring/hydropunch locations will be screened using a <br /> magnetometer to assess the potential presence of underground <br />' utilities Underground Services Alert will also be contacted to <br /> assist in utility locating activities prior to initiation of <br /> Investigation activities <br /> Soil samples will be collected from the four borings using a <br /> hollow-stem drill rig Soil samples will be collected every 5 <br /> feet, starting at a depth of approximately 10 feet bgs and will <br />' extend to the soil,/groundwater interface. Additionally, soil <br /> samples will be collected at lithologi.c changes and at areas of <br /> soil contamination Soli samples will be collected by driving a <br />' 2-Inch diameter modified California sampler (containing clean <br /> brass tubes) ahead of the hollow stem augers <br /> Grab groundwater samples will also be collected from each of the <br /> four borings using a hydropunch Hollow diameter steel casing <br /> containing a perforated PVC screen at the bottom of the casing <br /> will be advanced to approximately 3 feet below the permeable <br /> zone. The casing will then be retracted approximately 4 feet to <br /> allow Infiltration of groundwater. The grab groundwater samples <br /> will be collected by lowering the Teflon bailer through the <br /> hollow casing The samples will be transferred Into 40-m1 VOA <br /> vials and amber glass Tars <br /> The soil and grab groundwater samples will be stored in a chilled <br /> cooler for delivery to the laboratory Strict chain-of-custody <br /> protocols will be followed In all phases of sample handling. <br /> 1 All equipment used during this investigation which come Into <br /> contact with affected material will be thoroughly decontaminated <br /> before and after each use This will be accomplished by washing <br /> with Alconox (a laboratory--grade detergent) and rinsing with <br />' delonlzed, distilled, or fresh water. <br /> The boreholes will be backfilled with grout upon completion of <br /> soil and groundwater sampling activities The neat cement will <br /> be tremled from the bottom of the borehole to the top of the <br /> borehole. <br /> 4.1 Laboratory Analyses <br /> The soil and grab groundwater samples will be sent to a <br /> state-certified laboratory and selectively analyzed for: <br /> • TPHg and TPHd using EPA Method 3550/3520; and <br /> • BTEX and Oxygenates using EPA Method 8020/8260 . <br /> 4 <br /> 1 <br />
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