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PR0544994
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Last modified
5/13/2020 3:30:50 PM
Creation date
5/13/2020 3:15:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0544994
PE
2950
FACILITY_ID
FA0025595
FACILITY_NAME
RECLAMATION DISTRICT 2074 LEVEE MONITORING
STREET_NUMBER
2899
STREET_NAME
BROOKSIDE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
11821001
CURRENT_STATUS
01
SITE_LOCATION
2899 BROOKSIDE RD
P_LOCATION
01
QC Status
Approved
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EHD - Public
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Installation Instructions for Snap Seal Inclinometer Casing <br /> 6.2 Installation Methods <br /> Pipe Clamp Method <br /> This method involves using pipe clamps to hold the casing at the borehole collar while you add the next <br /> section of casing. Two pipe clamps are needed. In dry boreholes or in situations where down-hole <br /> problems seem likely, rig a safety line to provide extra security and a way to retrieve the casing if <br /> necessary. <br /> 1 Install an end cap on the first section of casing (section 5.2). <br /> 2 Attach one clamp to the top of the first section of casing. Lower the casing into the borehole until <br /> the clamp rests on the borehole collar. <br /> 3 Attach a second clamp to the top of the next section of pipe. Connect the two sections according <br /> to the instructions outlined in section 5.3. Remove the first clamp and lower the section into the <br /> borehole. <br /> Repeat steps 2 and 3 until installation is complete. When to depth, verify the alignment of the grooves by <br /> running a dummy probe to the hole bottom. If the probe will not pass,jumps track, or returns in another <br /> set of grooves, pull the casing and rectify the problem. <br /> In deep boreholes, it is advantageous to use a safety line to restrain the casing during installation. This <br /> can be used in conjunction with the casing clamps to lower the casing a controlled rate. Note that using <br /> the safety line by itself may induce spiraling due to the spiral lay of the rope, and is not recommended. <br /> 6.3 Casing Buoyancy <br /> If the borehole is filled with water or mud, ballasting the casing with clean water can neutralize the <br /> casings' buoyancy. Exercise caution with this technique, as in dry boreholes, the differential pressure <br /> caused by the head of water may cause the casing to fail. <br /> Casing also becomes buoyant during the process of grouting the borehole. The two following methods <br /> can be used to prevent the casing from floating out of the borehole during grouting: <br /> 1 Drill rods may be inserted inside the casing to hold the string from the bottom. <br /> 2 The bottom of the casing may be anchored in grout, then the balance of the borehole grouted. <br /> Note <br /> Applying a down-force to the top of the casing will likely distort the casing profile. Never use the <br /> drilling rig as a reaction force, or wedge the collar of the borehole. This will cause the casing to <br /> assume a large radius bend, making readings virtually useless. <br /> In many cases, it is standard practice to attach a weight to the bottom of the casing to counteract the <br /> buoyancy effects of the casing. In situations where the casing is being inserted into a freshly grouted <br /> borehole, these buoyancy forces can be significantly large. RST cautions against using too large of a <br /> weight as it may fail the joint on the bottom cap or elsewhere in the casing. <br /> 10 <br />
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