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CORRESPONDENCE_2017-2018
Environmental Health - Public
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4400 - Solid Waste Program
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PR0440058
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CORRESPONDENCE_2017-2018
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Last modified
12/29/2023 2:14:49 PM
Creation date
7/16/2021 1:25:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2017-2018
RECORD_ID
PR0440058
PE
4433
FACILITY_ID
FA0004518
FACILITY_NAME
NORTH COUNTY LANDFILL
STREET_NUMBER
17720
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06512004
CURRENT_STATUS
01
SITE_LOCATION
17720 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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El <br />SECTION 76 <br />SPECIAL <br />Page 8 of 12 <br />(02/17) <br />7. Contractor shall place the sand pack into the annular space around the <br />screened interval. Clean water and a tremie pipe may be used to assist with <br />sand pack placement. If the well assembly is installed through the hollow <br />stem augers, the augers shall be pulled slowly during sand pack installation. <br />8. Contractor shall minimize bridging of the sand by pouring the sand in the <br />bore hole gently and not in large quantity. Patience shall be exercised by the <br />Contractor. <br />9. Contractor shall monitor the sand pack settlement by measuring the sand <br />level with a weighted tape. Contractor shall also monitor the top of the well <br />casing to detect any movement due to settlement or from drive casing <br />removal. <br />10. Contractor shall periodically gently surge the water inside the well casing and <br />screen to compress the sand pack while placing the sand. Contractor shall <br />measure the top of the sand pack periodically <br />11. Contractor shall add sand shall until the sand pack is above the top of the <br />screened interval as shown on the groundwater well figure. <br />12. Once the placement of the sand packed interval is completed, the contractor <br />shall measure and record the depth to the top of the pack in the presence of <br />the Engineer. <br />13. Contractor shall install bentonite seal in the annular space above the sand <br />pack. Add bentonite gradually to avoid bridging. Contractor shall measure the <br />depth of the bentonite plug using a weighted tape. <br />14. Contractor shall hydrate the bentonite seal after placement with five (5) gallons <br />of distilled or Engineer -approved water for each 2.5 vertical feet of seal. <br />15. Contractor shall allow the bentonite to hydrate according to manufacturer's <br />specification or according to a field test demonstrating the time required for <br />bentonite to hydrate. <br />16. Contractor shall pump neat cement through a tremie pipe filling the annular <br />space from the top of the bentonite seal upward. The bottom of the tremie <br />pipe shall be maintained below the top of the cement to prevent free fall and <br />bridging. <br />LANDFILL AREA 513 -SEC 76 -GW Well Specs <br />
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