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ARCHIVED REPORTS_XR0005465
Environmental Health - Public
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EHD Program Facility Records by Street Name
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N
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99 (STATE ROUTE 99)
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19256
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2900 - Site Mitigation Program
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PR0540323
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ARCHIVED REPORTS_XR0005465
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Entry Properties
Last modified
11/19/2024 1:50:28 PM
Creation date
4/8/2020 2:57:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005465
RECORD_ID
PR0540323
PE
2950
FACILITY_ID
FA0023049
FACILITY_NAME
TELFER HIGHWAY TECHNOLOGIES
STREET_NUMBER
19256
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
Zip
95220
CURRENT_STATUS
01
SITE_LOCATION
19256 N HWY 99
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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Workplan for 19256 North Highway 99- 12/22/98 page 7 <br /> Job No 024 98 <br /> ' 5.0 DRILLING PROCEDURES <br /> ' All soil borings and monitoring wells will be drilled using a drill ng operated by a drilling <br /> contractor who possesses a C-57 drilling license The logging of soil borings will be <br /> performed by an expenenced geologist,with oversight from a California Registered Geologist <br /> t (R G) or a Registerd Geologist The following procedures are used by Gallardo & <br /> ,Associates geologists to mrrnmze pollution of clean aquifers underlying contaminated zones <br /> 1 Drilling will cease if five feet of impermeable unsaturated material is encountered <br /> beneath an aquifer It will be assumed that any significant, unsaturated, impermeable <br /> ' layer, such as a clay layer, is an aqurtard separating shallow and deeper aquifers and <br /> should not be penetrated <br /> ' 2 Drilling will be terminated at a maximum depth of 10-15 feet below any perched or <br /> unconfined water table <br /> ' The driller and the Gallardo & Associates geologist will discuss significant changes in <br /> material penetrated by the drill ng, changes in drilling conditions, hydraulic pressure, and <br /> drilling action The Gallardo & Associates geologist will be present during the drilling of <br /> ' exploratory borings, will observe and record changes by time and depth, evaluate the relative <br /> moisture content of the samples, and note water-producing zones This record will be used <br /> ' later to prepare a detailed lithologic log Lithologic descriptions will include soil or rock type, <br /> color, grain size, texture, hardness, degree of induration, carbonate content, presence of <br /> fossils and other materials (gypsum, hydrocarbons) and other pertinent information <br /> ' 6.0 SGS. C1JTTM GS <br /> All soil cuttings generated by the drill ng will be placed in 55-gallon DOT approved drums <br /> or placed on and covered with six-nut Visquene, and stored onsite pending laboratory <br /> analytical results <br /> ' 7.0 SOIL SAM PLMG IN BG1RIEH®LIES <br /> ' U S Environmental Protection Agency standards serve as the foundation for all field sampling <br /> operations performed by GWIardo& Associates EPA SW 846 is the primary publication <br /> from which procedures are derived While some aspects of field and laboratory work may <br /> ' be delegated to the California Department of Health Services, the California Water Resources <br /> Control Board, CVSSRWQCB and the SJCEHD establish the general and specific criteria for <br /> sampling performed in connection with underground storage tanks (USTs) <br /> ' 7.1 Sample Intervals <br /> ' Soil samples will be taken a five-foot intervals, changes in lithology, at the capillary fringe, <br /> or where obvious contamination is observed Selected soil samples will be placed in an ice <br /> tchest filled with ice and taken to a State-certified analytical laboratory for analysis <br />
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