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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 Bahadod <br />Page 3 of 6 <br />July 6, 2018 <br />the purpose of reassessment of calculation concentration limits for the down -gradient wells <br />in the DMP. <br />Well Location - The location of the replacement well MW -4A will be approximately 15 <br />feet from the existing well MW -4. The exact location will be determined in the field, based <br />on a suitable location that is relatively level for the drill rig to set up on. The well location <br />will be surveyed after installation. <br />Exploration - The total depth of existing well MW -4 is 298 feet (ft.). The proposed initial <br />exploration depth of drilling at replacement well MW -4A is 320 ft. MW -4A bore hole will <br />be advanced using the sonic drilling method. The intent of initially exploring to a depth of <br />320 ft is to determine the depth of first encountered groundwater (i.e., the water table) at the <br />MW -4A location. The actual depth of the completed well will be based on encountering at <br />least 15 ft. of water in MW -4A. The actual depth of MW -4A will be determined in the <br />field. If the water table is encountered at a depth of 307 ft., the bore hole will be extended <br />to a depth of 322 ft. If the water table is encountered at a depth of 302 ft., the bottom of the <br />well will be set at 317 ft. <br />Well Installation Schedule MW -4A will be installed during the third quarter of 2018. <br />The drilling and installation of the well may take six (6) or more working days due to its <br />considerable depth. <br />Well Installation — MW -4A will be drilled and developed by a licensed C-57 Contractor. <br />The bore hole will be logged following visual -manual methods described in ASTM D2488 <br />and 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 <br />boring after well installation. <br />The well casing will be 2 -inch diameter schedule 80, flush -threaded polyvinylchloride <br />(PVC). The well screen will be 20 ft in length; 2 -inch diameter PVC schedule 80, flush - <br />threaded with 0.02 inch factory cut slots. Centralizers will be used to center the well casing <br />in the bore hole and will be composed of plastic or stainless steel. The sand pack will be <br />#2/12 size, placed in the annulus between the well screen and the boring, and brought to at <br />least two feet above the top of the well screen. A bentonite seal will consist of sodium <br />montmorillonite clay. The bentonite seal will be at least two feet in vertical thickness and <br />will be placed above the sand pack prior to grouting the remaining well annulus. The neat <br />cement well seal will be placed above the bentonite seal, consisting of Portland Type II <br />cement and having a bentonite mixture of 5 percent by weight. Because of the <br />considerable depth of the well, the cement seal will be placed in at least two lifts. <br />Well Development - The drilling contractor will allow a minimum 48 hours for the neat <br />cement seal to set. The contractor will develop the well within 7 days of completion of the <br />well. The contractor will develop the well using mechanical surging or over pumping or a <br />combination thereof. Development of the well will continue until: <br />2018-07-16 FH Workplan <br />
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