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CORRESPONDENCE_2018-2019
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440004
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CORRESPONDENCE_2018-2019
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Last modified
5/28/2025 4:27:38 PM
Creation date
12/20/2021 12:36:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2018-2019
RECORD_ID
PR0440004
PE
4433 - LANDFILL DISPOSAL SITE
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
Active, billable
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
Site Address
6484 N WAVERLY RD LINDEN 95236
Tags
EHD - Public
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D. The well screens, bentonite seals and neat cement seals shall be installed in <br />accordance with the following sequence: <br />1. Contractor shall estimate the length of casings needed and verify with the <br />Engineer before lowering into the boring. Well casing shall be at least 5 feet <br />above grade. <br />2. Contractor shall not use couplings, or glue to join well casings. <br />3. Contractor shall install a PVC slip end cap or a well plug on the top of both well <br />casings before placing the casing in the bore hole. <br />4. Contractor shall connect and lower the well casing assembly gently. <br />5. If the well casing assembly is dropped, lowered abruptly, or for any other reason <br />suspected of being damaged during placement, the well casing assembly shall <br />be removed from the borehole for inspection by the Engineer. The need to <br />inspect the casing will be at the sole judgment of the Engineer. <br />6. If the well casing rises after being placed in the borehole, the Contractor shall not <br />place any drilling equipment such as drill pipe, hammers, etc. on the casing to <br />prevent the casing from rising. Contractor shall notify the Engineer immediately <br />of rising casing, and shall measure the amount of rise. <br />7. Contractor shall place the sand pack into the annular space around the screened <br />interval. Clean water and a tremie pipe may be used to assist with sand pack <br />placement. If the well assembly is installed through the hollow stem augers, the <br />augers shall be pulled slowly during sand pack installation. <br />8. Contractor shall minimize bridging of the sand by pouring the sand in the bore <br />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 level <br />with a weighted tape. Contractor shall also monitor the top of the well casing to <br />detect any movement due to settlement or from drive casing 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 well construction details. <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 the <br />Engineer. <br />13.Contractor shall install bentonite seal in the annular space above the sand pack. <br />Add bentonite gradually to avoid bridging. Contractor shall measure the depth of <br />the bentonite plug using a weighted tape. <br />FH -Groundwater Monitoring <br />Well Specifications 8/15/18 Page 6 of 12 San Joaquin County Public Works Dept <br />Solid Waste Division <br />
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