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ARCHIVED REPORTS_XR0007456 CASE 1
Environmental Health - Public
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ARCHIVED REPORTS_XR0007456 CASE 1
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Last modified
10/8/2020 10:11:51 PM
Creation date
6/9/2020 10:28:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007456 CASE 1
RECORD_ID
PR0545768
PE
3528
FACILITY_ID
FA0003881
FACILITY_NAME
GENERAL MILLS
STREET_NUMBER
2000
Direction
W
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95242
APN
02903013
CURRENT_STATUS
02
SITE_LOCATION
2000 W TURNER RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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KLEINfELDER <br /> 4 ACTIVITIES CONDUCTED <br /> Kleinfelder conducted the following scope of services during our Pre-Abandonment UST Soil <br /> Assessment Our services included the following thiee tasks <br /> I Permitting and Pre-Field Activities <br /> 2 Drilling of Two Soil Borings <br /> 3 Reporting <br /> 4.1. PERMITTING AND PRE-FIELD ACTIVITIES <br /> ' Kleinfelder's "Revised Proposal, Pt - <br /> p PicAbandonment Underground Storage Tank Soil Assessment, <br /> General Mills Facility, 2000 West Turner Road, Lodi, California,", dated January 19, 1999 was <br /> submitted to San Joaquin County Public Health Services Environmental Health Division <br /> (PHS/EHD) for approval Appioval was obtained on February 23, 1999, prior to initiating field <br /> work The boring location area was marked in white paint and Underground Service Alert was <br /> notified at least 48 hours prioi to drilling activities Additionally, the proposed boring locations <br /> were reviewed and relocated by Mr Wade Bioughton of General Mills For a copy of the boring <br /> permit, please refer to Appendix C <br /> 4 2. DRILLING OF TWO SOIL BORINGS <br />' On April 1, 1999, two vertical soil borings were advanced at the site in the vicinity of the UST <br /> (See Plates 2 and 3), using a truck-mounted drill rig equipped with 8-inch hollow stem augers It <br /> was originally proposed to drill angled borings, but because of auger refusal on the concrete pad <br /> underlying the UST and because of the extensive existence of pea gravel, the decision to change <br /> to vertical borings was utilized <br /> Boiings B1 and B2 were advanced on the westein side of the UST near the southern and northern <br /> ends respecti{,ely The borings were advanced to total vertical depth of approximately 25 feet <br /> Soil samples were collected at 5-foot intervals beginning at 5 feet for lithologic classification, <br />' quantitative field screening and potential chemical analyses Lithologic classification was based <br /> on the Unified Soil Classification System (USCS) Field screening of soil samples was <br /> conducted with an organic vapor analyzei (OVA) The borings were drilled, logged, and <br />' sampled following the protocol described in Appendix B <br /> Soil cuttings and water generated while drilling were stoied on site in 55-gallon drums pending <br /> chemical analysis and disposal etc by General Mills <br /> 20-1417-16 C01/2019R338 Page 6 of 12 <br /> U 1999 Klemleldtr Inc May 12, 1999 <br /> r <br />
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