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ARCHIVED REPORTS_XR0012624
Environmental Health - Public
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EHD Program Facility Records by Street Name
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SCOTTS
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1033
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3500 - Local Oversight Program
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PR0545679
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ARCHIVED REPORTS_XR0012624
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Last modified
5/20/2020 12:14:06 PM
Creation date
5/20/2020 11:50:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012624
RECORD_ID
PR0545679
PE
3528
FACILITY_ID
FA0005644
FACILITY_NAME
ATCHISON TOPEKA & SANTA FE RR*
STREET_NUMBER
1033
Direction
E
STREET_NAME
SCOTTS
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
1033 E SCOTTS AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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'M aV4 <br /> All <br /> Drill cuttings will be stock piled on the ground unless evidence of <br /> contamination is observed during drilling. Any contaminated <br /> cuttings will be contained in drums at the site until analytical results <br /> are completed. At this time the drummed cuttings will be treated <br /> and/or disposed of in accordance with applicable State and local <br /> regulations, <br /> ,b <br /> A typical monitoring well design is shown in Appendix G. The well <br /> bore will be drilled with a mobile drill rig using hollow stem augers. <br /> The well bore will be drilled an estimated 45 to 50 feet deep. The <br /> screan and casing will be inserted into the well bore. Filter pack <br /> sand will be poured into the annular space around the screen as the <br /> augers are removed. The filter pack will extend one to two feet above <br /> the top of the screen. One to two feet of bentonite pellets will be placed <br /> on top of the filter pack. The remaining annular space will be <br /> grouted to the surface and a stove pipe riser with a locking lid will be <br /> x set directly into the grout. <br /> will be 2-inch diameter, schedule 40, slotted PVC, <br /> The length of the screen will be 10 feet. It will be capped on the <br /> r bottom with a threaded cap. It will be flush-threaded to the casing <br /> above. <br /> The slot size for the screen will be either 0.010 or 0.020 inches <br /> depending on the particular size range of the screened formation (in <br /> accordance with the proposed ASTM standards for monitoring well <br /> construction). An estimation of the formation grain sizes will be <br /> based on the soil boring logs. <br /> The well casinrt will be 2-inch diameter, schedule 40 PVC. It will be <br /> flush threaded to the screen below and capped with a slip cap on top <br /> and a threaded cap on the bottom. <br /> - Tng filter pack will be clean #30 silica sand. This sand size is <br /> compatible with both 0.010 and 0.020 inch slotted screen (in <br /> accordance with the proposed ASTM monitoring well standards). <br /> The well seal will be made with bentonite pellets placed immediately <br /> on top of the filter pack. The remainder of the annular space will be <br /> filled with grout using a tremie . <br /> Thr, grout mix will comply with the standards recommended in <br /> "Water Well Standards", California Department of Water Resources <br /> Bulletin 74-90,January, 1990. <br /> 2-B <br />
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