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CORRESPONDENCE_2018-2019
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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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Taj Bahadori <br />Page 4of8 <br />August 30, 2018 <br />RWQCB's Monitoring Well Installation Report Guidelines. The report will be signed by a <br />California -licensed professional engineer or geologist. <br />The first monitoring event for this well will included the full suite of Constituents of Concern <br />from Table VI of the FSL's Monitoring and Reporting Program Number R5-2015-0058. <br />Revised Scope—Install Monitoring Well MW -7 near SG -6A <br />In order to maintain a compliant monitoring system per the WDRs and Title 27, Section <br />20415 and 20420, APTIM understands that the County will install a new monitoring well, <br />MW -7, southeast of Module I near SG -6A (see Figure 1). This well will be used to provide <br />control of groundwater flow and direction across the site and to determine if groundwater is <br />being affected southeast of the unlined Module I. <br />Well Location - The location of the new well MW -7 will be approximately 20 feet from the <br />existing landfill gas monitoring probe SG -6A, refer to Figure 1 for approximate location. <br />The exact location will be determined in the field, based on a suitable location that is <br />relatively level for the drill rig to set up on. The well location will be surveyed after <br />installation. <br />Exploration — The ground surface in proximity to SG -6A is approximately 262 ft. mean sea <br />level. Based on the second quarter 2018 groundwater contour map provided in the First <br />Semiannual 2018 Monitoring Report, groundwater elevation in proximity to SG -6A is <br />approximately 38 ft. mean sea level with an anticipated depth to groundwater of 224 ft. bgs. <br />The proposed initial exploration depth of drilling at the new well MW -7 is 244 ft. bgs. MW - <br />7 bore hole will be advanced using the sonic drilling method. The intent of initially exploring <br />to a depth of 244 ft. bgs is to determine the depth of first encountered groundwater (i.e., the <br />water table) at the MW -7 location. The actual depth of the completed well will be based on <br />encountering at least 15 ft. of water in MW -7. The actual depth of MW -7 will be determined <br />in the field and the borehole will be extended 15 feet below the encountered water table. <br />Well Installation Schedule — MW -7 will be installed during the fourth quarter of 2018. The <br />drilling and installation of the well may take five (5) or more working days due to its <br />considerable depth. <br />Well Installation — MW -7 will be drilled and developed by a licensed C-57 Contractor. The <br />bore hole will be logged following visual -manual methods described in ASTM D2488 and <br />under the supervision of a California -registered professional geologist or civil engineer. <br />Drilling spoils will be stockpiled near the boring and dispersed near the vicinity of the boring <br />after well installation. <br />The well detail is provided in Figure 2. The well casing will be 2.5 -inch diameter schedule <br />80, flush -threaded PVC. The well screen will be 20 ft in length; 2.5 -inch diameter PVC <br />schedule 80, flush -threaded with 0.02 -inch factory cut slots. The upper 10 feet of the well <br />083018 FH-RWQCB-Revised Work Plan_Final.docx <br />
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