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FIELD DOCUMENTS_FILE 2
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FIELD DOCUMENTS_FILE 2
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Last modified
5/19/2020 9:38:38 AM
Creation date
5/19/2020 8:45:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
FILE 2
RECORD_ID
PR0503361
PE
2960
FACILITY_ID
FA0005798
FACILITY_NAME
SOUTHWEST HIDE COMPANY
STREET_NUMBER
11651
STREET_NAME
PALM
STREET_TYPE
LN
City
RIPON
Zip
95366
APN
22809005
CURRENT_STATUS
01
SITE_LOCATION
11651 PALM LN
P_DISTRICT
005
QC Status
Approved
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TSok
Tags
EHD - Public
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Mr. Ross Atkinson <br /> February 25,2010 <br /> Page 2 of 3 <br /> Monitoring Well Destruction <br /> On February 23, 2010, a Ground Zero Geologist, under the supervision of a California <br /> Professional Geologist, supervised V&W Drilling, Inc. ([V&W] C57 License #720904) during <br /> the destruction of groundwater monitoring wells MW4, MW5, MW7, MW8, MW15, MW16, <br /> MW17, MW19R and MW21. There are no other monitoring wells associated with the site. Ms. <br /> Lori Duncan of EHD was on site to inspect the grouting of the wells. A site plan showing the <br /> location of the destroyed monitoring wells is provided as Figure 2. <br /> Prior to well destruction activities the depth to bottom (DTB) in all site wells was monitored to <br /> insure no obstructions were present in any of the wells. The wells varied in depth from 20 feet <br /> below ground surface (bgs) in well MW21 to 36 feet bgs in well MW4. Well construction details <br /> are summarized in Table 1. <br /> The wells were destroyed by pressure grouting with neat cement grout. Neat cement grout was <br /> pumped into each well in one continuous operation through a tremie pipe system until each well <br /> was completely full. Pressure was then applied to the wellhead using a pressure cap at <br /> approximately 20-25 pounds per square inch (psi) for two to three minutes, which forced the <br /> grout through the well screens and into the filterpack. The wells were then checked for <br /> subsidence and more grout was added as necessary. After the wells were grouted, the well boxes <br /> were removed and wells MW4, MW8 and MW 16 were overdrilled to a depth of 3 feet bgs with a <br /> 2.5-foot diameter drill bit and wells MW5, MW7, MW15, MW17, MW19R and MW21 were <br /> over-drilled to a depth of 5 feet bgs using 8-inch diameter hollow stem augers. The resulting <br /> annulus was then backfilled with neat cement grout to approximately 1 foot bgs and followed by <br /> cuttings. The surface of each well was completed with native soil or concrete dyed black, <br /> depending on the existing surface. <br /> DISCUSSION <br /> All monitoring wells associated with the site have been destroyed. As per the January 28, 2010, <br /> RWQCB correspondence the investigation at the site is complete and the Waste Discharge <br /> Requirements(WDRs) should be rescinded. <br /> GAGROUNDWSWHIDEREPORTS\Well Destruction Rpt.doc <br />
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