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ARCHIVED REPORTS_2019
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ARCHIVED REPORTS_2019
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Last modified
7/17/2020 3:53:49 PM
Creation date
7/3/2020 10:59:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2019
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2019.tif
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EHD - Public
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MEMO 00 ARCADISbuiltmeto'Su"a"`y <br /> fornaturaland <br /> • built assets <br /> Date: Arcadis Project No: Author: <br /> July 3, 2019 SM010309.0011 Shawn Roberts, Senior Geologist <br /> Subject: <br /> Extraction Well EW-1, EW-2 and EW-4 Hydraulic Testing Technical Memo for Forward Landfill, San <br /> Joaquin County, California. <br /> On behalf of Forward Inc., Arcadis U.S., Inc. (Arcadis) has prepared this technical memo as part of <br /> assessment and optimization of the point of compliance(POC)groundwater treatment system (GWTS)at <br /> the Austin Road Unit of the Forward Landfill, San Joaquin County, California(Site). <br /> The hydraulic testing activities were conducted on existing extraction wells EW-1, EW-2 and EW-4 at the <br /> Site, as shown on Figure 1. The hydraulic testing was conducted to evaluate individual well pumping <br /> capacities, assess well specific optimal pumping rates and associated groundwater capture. <br /> The work was approved verbally by the Water Board as an added element to the Workplan for Well <br /> Installation and Hydraulic Testing at the Forward Landfill, San Joaquin County, California(Arcadis 20181). <br /> The work was performed in accordance with the hydraulic testing procedures presented in the Workplan. <br /> This summary report presents the data analysis and findings for the hydraulic testing, including well <br /> pumping capacities and hydraulic capture. <br /> • HYDRAULIC TESTING <br /> Well construction details for the pumping and any monitoring wells used are presented in Table 1. For <br /> hydraulic testing, the installed submersible pumps were utilized,with discharge routed to the existing <br /> groundwater treatment system (GWTS). The pumping rate and total discharge were measured using well <br /> totalizers which were positioned in a straight section of pipework to maintain laminar flow conditions. To <br /> record water level change in the pumping well, where possible, a pressure transducer was installed in a <br /> drop pipe or through the well head and lowered to within 5 feet of the pump,where it would not be <br /> affected by turbulent conditions.Water level data was also collected from monitoring wells that were <br /> located close to the pumping wells. Periodic manual water levels were collected from all wells before, <br /> during and after the hydraulic tests. <br /> Before conducting the hydraulic tests, the extraction and monitoring wells were allowed to recover to <br /> static conditions after the GWTS was shut down on April 30, 2019. Each extraction well was hydraulically <br /> tested individually to prevent well interference and increase the potential for observing pumping influence <br /> on adjacent wells. <br /> During the tests the gate valves for all wells apart from the pumping well were closed to prevent water <br /> entering non-pumping wells and causing recirculation of water.All extracted groundwater was directed to <br /> the treatment system. <br /> • ' Arcadis 2018,Workplan for Well Installation and Hydraulic Testing at the Forward Landfill, San Joaquin <br /> County, California, dated November 16 <br /> Page: <br /> 1/7 <br />
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