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ARCHIVED REPORTS_XR0012876
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PR0545739
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ARCHIVED REPORTS_XR0012876
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Last modified
6/8/2020 12:24:27 PM
Creation date
6/8/2020 12:21:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012876
RECORD_ID
PR0545739
PE
3528
FACILITY_ID
FA0006002
FACILITY_NAME
UNION OIL #6348
STREET_NUMBER
3788
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
21225002
CURRENT_STATUS
02
SITE_LOCATION
3788 N TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Miftelhauser <br /> C O R P o R A r = o +v 7901 Stoneridge Drive,Suite 123 <br /> Pleasanton,California 94588 <br /> (510)416-2900 Fax(510)416-0957 <br /> t� <br /> December 3, 1993 <br /> Mr. Edward C. Ralston <br /> �.. Unocal Corporation <br /> 2000 Crow Canyon Place, Suite 400 <br /> San Ramon, California 94583 <br /> w. <br /> SUBJECT: Monitoring Well MW-3A Installation Report <br /> Unocal Station #6348 <br /> �.• 3788 Tracy Boulevard <br /> Tracy, California <br /> �- Dear Mr. Ralston: <br /> Mittelhauser Corporation (Mittelhauser) has prepared this report to describe the <br /> installation of monitoring well MW-3A at the subject site (see the Site Location Map, <br /> Figure 1 ). Well MW-3A was installed as a replacement for well MW-3 which was <br /> abandoned on November 24, 1992 in preparation for the tank pull and soil excavation <br /> program that occurred at the site. Well MW-3A was drilled and installed on November <br /> 29, 1993 in accordance with the work plan by Mittelhauser entitled Monitoring Well <br /> MW-3A Installation Work Plan, dated November 10, 1993. <br /> Well MW-3A was installed by Bayland Drilling (supervised by a Mittelhauser geologist) <br /> under San Joaquin County Public Health Services permit number 001574 (attached). <br /> Mr. Harlin Knoll of San Joaquin County observed the installation of the grout seal and <br /> well box. <br /> �. The location of MW-3A is illustrated in Figure 2 (Site Plan). The well was completed <br /> to a depth of 20 feet below the ground surface with 2-inch diameter, schedule 40 <br /> PVC casing. The casing consisted 15 feet of 0.02-inch slotted PVC under 5 feet of <br /> blank PVC. A traffic rated well box was installed over the well at the surface. The <br /> Boring and Well Construction Logs are attached to this report. <br /> The subsurface soil was sampled every 5 feet during drilling and logged by a qualified <br /> geologist according to United Soil Classification System standards. The soils <br /> encountered consisted of clayey silt above a depth of 14 feet and sandy silt below a <br /> ( depth of 14 feet. Soil samples from each 5 foot interval were screened for volatile <br /> Your Partner in Environmental Management <br /> LM Chicago, IL ■ Indianapolis, IN 0 Laguna Hills, CA ■ Pleasanton, CA <br />
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