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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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Template:
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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EHD - Public
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Extraction Well Installation <br /> Summary Report and Injection <br /> ARCADIS Well Installation Work Plan <br /> Former Occidental Chemical <br /> Corporation Facility <br /> Lathrop, California <br /> with extraction well EW-12B(R).Abandonment and replacement of EW-12B was approved by the <br /> RWQCB in an email to ARCADIS dated March 4,2013. The following activities were conducted prior to <br /> abandoning EW-12B and installation of EW-12B(R): <br /> • A well abandonment and boring permit was obtained from the SJCEHD.A copy of the permit is <br /> provided in Appendix A. <br /> • The current property owner, Simplot,was contacted to discuss the presence of utilities in the vicinity <br /> of the proposed work. <br /> • Underground Service Alert was contacted in accordance with local notification requirements. <br /> • A private utility locator was contracted to assess the presence of potential underground utilities in <br /> the vicinity of the boring location. <br /> • EW-12B(R)was cleared to a depth of approximately 5 feet bgs using an air knife. <br /> EW-12B(R)installation activities were conducted from March 6 to 8,2013.A borehole was advanced <br /> with mud rotary drilling methodology using a 12-inch bit from the ground surface to the total depth of <br /> 203 feet bgs. Following advancement of the 12-inch bit,the drilling mud used to hold the borehole open <br /> was thinned to a target viscosity of approximately water and the well materials were placed in the <br /> borehole.Well construction details are summarized in Table 1. EW-12B(R)is screened from <br /> approximately 150 to 180 feet bgs and consists of a 6-inch-diameter 5-foot-long Schedule 80 PVC <br /> blank sump,followed by a 6-inch-diameter stainless steel well screen with 0.010-inch slots. Blank 6- <br /> inch-diameter Schedule 80 PVC casing was installed from the top of the screen to approximately the <br /> ground surface.After the screen and casing were placed in the open borehole, a sand pack consisting <br /> of#2112 Monterey sand was placed in the borehole to approximately 7 feet above the screen; 5 feet of <br /> time release bentonite pellets were placed above the sand pack to prevent grout from entering the sand <br /> pack.The borehole was then sealed with neat cement grout to 5 feet bgs.The well was left with a <br /> temporary well box and is awaiting vault construction associated with the future expansion of the <br /> groundwater treatment system.The original proposed screen interval(170 to 200 feet bgs)was <br /> adjusted to 150 to 180 feet bgs due to a layer of clay encountered from 180 to 195 feet bgs. The EW- <br /> 12B(R)well construction log is presented in Appendix B. <br /> EW-12B(R)was developed from March 12 to 14, 2013 by brushing, surging, airlifting, bailing, and <br /> pumping to remove fine-grained sediment and drilling fluids from the sand pack.Temperature, pH, <br /> conductivity,turbidity, and volume removed were monitored during development. Development <br /> activities continued until all of the following were true: <br /> latfimp yell installation reportfiml_(0420,13)d= 5 <br />
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