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COMPLIANCE INFO_EW-5 INSTALL PERMIT PACKAGE 2/14/25
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COMPLIANCE INFO_EW-5 INSTALL PERMIT PACKAGE 2/14/25
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Last modified
7/18/2025 9:40:07 AM
Creation date
7/18/2025 8:30:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
EW-5 INSTALL PERMIT PACKAGE 2/14/25
RECORD_ID
PR0440005
PE
4433 - LANDFILL DISPOSAL SITE
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
201060013, 5
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
Site Address
9999 AUSTIN RD MANTECA 95336
Tags
EHD - Public
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WELL INSTALLATION AND INTERIM REMEDIAL ACTION REPORT <br />www.arcadis.com <br />FINAL_Forward CHCF (CDCR) Well Installation Report_10182024 <br /> <br />6 <br />permeable materials within both the shallow and intermediate WBZs, with the well design including an upper 5- <br />foot screen section and lower 15-foot screen section, totaling 20 feet of screen interval for the extraction well. <br />After placement of the well screen and blank well riser, a clean filter pack of sand consisting of No. 2/16 (nominal <br />sieve size 16/30) silica sand was placed in the annular space around the well from the bottom of the boring to <br />approximately 5 feet above the top of the shallower screen interval. A finer (choker) sand consisting of No. 1/20 <br />silica sand was placed up to 1.5 feet above the interval of No. 2/16 silica sand. A 5-foot-thick hydrated bentonite <br />pellet seal was placed above the sand pack. The remainder of the annular space was filled with neat cement <br />grout. There was no steel monument or concrete pad constructed for the extraction well , which will be later <br />constructed when connected to the planned GWET system. Three bollards were installed surrounding the well <br />riser stick-up. <br /> July 2024 Extraction and Monitoring Well Installation (NCYCC) <br />Two monitoring wells (AMW-61S and AMW-61M) and one extraction well (CDCR-EW-3) were installed by ABC <br />Drilling on July 16 through 26, 2024, under Arcadis’ direction. Well construction details are presented on the field <br />boring logs (Appendix B) and in Table 1. The monitoring wells were completed with a 2-inch-diameter, Schedule <br />40 PVC casing and 0.010-inch factory-slotted PVC screen. The extraction well was completed with a 6-inch- <br />diameter, Schedule 80 PVC casing and 0.020-inch factory-slotted stainless-steel screen. The total depth and <br />screen interval for each well are provided below: <br />• AMW-61S was drilled to a depth of 80 feet bgs, with the shallow screen extending from 60 to 80 feet bgs <br />(screen elevation -20.01 to -40.01 feet amsl). <br />• AMW-61M was drilled to a depth of 120 feet bgs, with the intermediate screen extending from 90 to 110 feet <br />bgs (screen elevation -50.03 to -70.03 feet amsl). <br />• CDCR-EW-3 was drilled to a depth of 127.5 feet bgs, with an upper screen section (shallow WBZ) extending <br />from 80 to 85 feet bgs (screen elevation -40.25 to -45.25 feet amsl), a deeper screen section (intermediate <br />WBZ) extending from 90 to 115 feet bgs (screen elevation -50.25 to -75.25 feet amsl), and a 5-foot sump from <br />115 to 120 feet bgs. <br />For the monitoring wells, a clean filter pack of sand consisting of No. 1/20 (nominal sieve size 20/40) silica sand <br />was placed in the annular space around each well from the bottom of the boring to approximately 3 feet above the <br />top of the screen interval. A 5- to 7-foot-thick hydrated bentonite chip or pellet seal was placed above the sand <br />pack. The remainder of the annular space was filled with neat cement grout. The surface completion consisted of <br />a protective steel monument with three bollards and a 2- by 2-foot concrete pad sloping away from the well. <br />In accordance with the RWQCB’s conditional approval (RWQCB 2023), the monitoring well screened within the <br />shallow WBZ was installed with the top of the screen above the water table to allow for seasonal water table <br />fluctuation. <br />The design of extraction well CDCR-EW-3 was based on the lithologic interpretation of the borehole (Appendix B) <br />sediments combined with review for grain size results from soil samples collected from potential screen zone(s), <br />with the laboratory reports presented in Appendix C. The borehole was drilled to 127.5 feet and sampled, reamed <br />to 120 feet. The well screen zones were designed to target the most permeable materials within both the shallow <br />and intermediate WBZs, with the well design including an upper 5-foot screen section and lower 25-foot screen <br />section, totaling 30 feet of screen interval for the extraction well. <br />After placement of the well screen and blank well riser a clean filter pack of sand consisting of No. 2/16 (nominal <br />sieve size 16/30) silica sand was placed in the annular space around each well from the bottom of the boring to
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