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WORK PLANS_PART 2 FILE 1
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WORK PLANS_PART 2 FILE 1
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Last modified
5/26/2020 2:29:55 PM
Creation date
5/26/2020 1:27:03 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
PART 2 FILE 1
RECORD_ID
PR0009015
PE
2960
FACILITY_ID
FA0004094
FACILITY_NAME
J R SIMPLOT (OCCIDENTAL CHEMICAL)
STREET_NUMBER
16777
STREET_NAME
HOWLAND
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19818005
CURRENT_STATUS
02
SITE_LOCATION
16777 HOWLAND RD
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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GEOMATRIX <br /> PROTOCOL <br /> AQUIFER TESTING <br /> 1.0 INTRODUCTION <br /> This protocol describes the procedures to be followed for conducting step-drawdown, constant <br /> discharge, and slug aquifer tests and specific capacity tests. The procedures presented herein <br /> are intended to be of general use and may be supplemented by a work plan and/or health and <br /> safety plan. As the work progresses and if warranted, appropriate revisions may be made by <br /> the project manager. Detailed procedures in the protocol may be superseded by applicable <br /> regulatory requirements. <br /> A DAILY FIELD RECORD will be completed for each day of fieldwork. Weather conditions, <br /> Proximity of surface water bodies,irrigation,or other observations that may affect results of the <br /> aquifer testing will be noted on the DAILY FIELD RECORD. <br /> An AQUIFER TEST DATA FORM will be completed for each well observed during the test, <br /> during both drawdown and recovery phases. Alternatively, a data-logger may be used in each <br /> well, and the set-up parameters determined by the project hydrogeologist should be recorded on <br /> a form developed for this purpose. If a data-logger is used,data should be transferred to a <br /> computer as soon as possible after collection. As data is collected, it will be checked periodi- <br /> cally in the field for accuracy and completeness. <br /> During aquifer testing,care must be taken to contain or direct the discharged water to avoid <br /> recharge of the aquifer during the test. Water discharge from the aquifer will be collected and <br /> stored properly for future disposal by the client,unless other arrangements have been made. <br /> 2.0 STEP-DRAWDOWN TEST <br /> The step-drawdown aquifer test is performed to estimate a maximum sustainable discharge rate <br /> for the pumping well. The pretest phase,conducted prior to the aquifer test,will consist of <br /> water level measurements taken in the pumped well and observation wells that are to be moni- <br /> tored throughout the duration of the test. The water level measurements will be taken using <br /> electric sounders or pressure transducers and a data logger, and will be recorded for the appro- <br /> priate well. <br /> IADoc_Safc\PROTOCOLIPROTO-AQ 0802.doc AQUIFER TESTING <br /> REVISION DATE: March 1996 Page i of 5 <br />
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