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ARCHIVED REPORTS_XR0009468
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545053
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ARCHIVED REPORTS_XR0009468
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Last modified
12/11/2019 11:52:19 AM
Creation date
12/11/2019 10:28:12 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009468
RECORD_ID
PR0545053
PE
3528
FACILITY_ID
FA0005720
FACILITY_NAME
SMITH CANAL PUMP STATION
STREET_NUMBER
2130
STREET_NAME
FONTANA
STREET_TYPE
DR
City
STOCKTON
Zip
95204
CURRENT_STATUS
02
SITE_LOCATION
2130 FONTANA DR
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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�AZXM.A. <br /> �r <br /> ppm, respectively. Analytical methods, sample containers, holding time, and means of <br /> r <br /> preservation are listed in Appendix IFI. <br /> Soil borings not converted to groundwater monitoring wells will be abandoned by filling <br /> the boring with neat cement. To avoid cross-contamination, drilling augers will be <br /> steam-cleaned before drilling each borehole. Water used to clean the augers after <br /> drilling each boring will be collected and stored in drums approved for hazardous liquid <br /> ' storage. <br /> >; All .drill cuttings will be stockpiled on-site, placed on and covered with 6 mil plastic <br /> sheeting. Soil cuttings and groundwater will be properly disposed of in a timely and <br /> appropriately after reviewing the analytical results and obtaining agency approval. <br /> 4.1,2 Monitoring Well Construction <br /> Proposed monitoring wells will be constructed of two inch diameter F480 threaded PVC <br /> �= screen/casing. No glues or solvents will be used. Screen slot size will be 0.010 inch. <br /> Tj Sand pack material will be #2 pre-washed silica-sand. A minimum two foot bentonite <br /> seal will be placed prior to grouting with neat cement grout. Wells will be installed to <br /> G a depth of approximately 30 feet below grade. Well completion depth is based on the <br /> settingof the well screen 15 feet below and 5 feet above the saturated zone. This <br /> s <br /> construction will allow for groundwater fluctuations. Actual completion depths will be <br /> determined in the field based on hydrogeologic conditions encountered. Typical <br /> Ii completion will be as shown on Figure 5. <br /> I 4.1.3 Monitoring Well Development <br /> Following installation, each monitoring will be developed using swab and bail techniques <br /> r= ! in accordance with RESNA's QA/QC Plan, Groundwater Development Protocol <br /> (Appendix FII). The wells will be developed until they are relatively sediment free. All <br /> I <br /> REPoersnWP-1292.FNL 5 <br /> _f.l <br />
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