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ARCHIVED REPORTS XR0012590
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0505513
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ARCHIVED REPORTS XR0012590
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Entry Properties
Last modified
6/20/2019 5:51:30 PM
Creation date
6/20/2019 4:08:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012590
RECORD_ID
PR0505513
PE
2950
FACILITY_ID
FA0006438
FACILITY_NAME
United # 5446
STREET_NUMBER
1403
Direction
W
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12323246
CURRENT_STATUS
02
SITE_LOCATION
1403 W COUNTRY CLUB BLVD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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M <br /> - <br /> t a <br /> photoioni?ation detector. The calibration of this instrument was confirmed by the field <br /> geologist each day prior to use. Upon sample extraction, brass tube ends were immediately <br /> sealed with aluminum foil and fitted with end caps to prevent the loss of volatile compounds. <br /> Each tube was placed in a separate ziploc bag and sealed with security tape. Samples were <br /> stored in a refrigerated ice chest and hand delivered to Precision Analytical Laboratory <br /> (©OHS certified) in Richmond, CA. Chain-of-custody and request for analysis forms <br /> accompanied the samples at all times(Appendix Q. <br /> 2.3 Well Construction Details - <br /> Wells NIW-5,MW-6, MW-7,VW-1 and VW-2 were. constructed during this investigation. <br /> Thew Iocations are depicted on Figure 2. Well comtruction details are explained in Sections <br /> 2.3.1 and 2.3.2, and are shown in Appendix B. <br /> _ 2.3.1 Vadose Well Con3truction <br /> Vadose wells consisted of twenty feet of well screen -oupled beneath nine feet of blank <br /> casing. Each well was fitted with a friction bottom cap. Wells were two inches in diameter <br /> and were placed in an 8 1/2 inch dianeter annulea: Casing materials consisted of Schedule ' <br /> 40 PVC. The annulus was packed with clear.#I2/12 sand from the well base to five feet <br /> above the perforation zone. The annular seal consisted of two feet of bentonite pellets <br /> overlain by cement grout. Each well was labeled.fitted with a locking cap and enclosed in a <br /> steel street box. Well construction is diagrammed on the boring logs enclosed in Appendix , <br /> B. <br /> r <br /> 2.3.2 Monitoring Well Construction <br /> Groundwater monitoring yells consisted of twenty feet of well screen, coupled beneath blank <br /> casing. Well screens were placed across the water table. Each well was fitted with a friction <br /> bottom cap. Casing materials consisted of Schedule 40 PVC.' The well annulus was packed <br /> with clean#2/12 sand from the well base to five feet above the perforation zone. The annular <br /> seal consisted of two feet of bentonite pellets overlain by cement grout. :Each well was <br /> -- labeled, fitted with a locking cap and enclosed within a flush mount steel utility box. Well <br /> construction is diagrammed on the boring logs contained in Appendix B. <br /> MZ 1-N21-911USTMat MER 4 <br /> ,f <br /> rr <br />
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