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2900 - Site Mitigation Program
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PR0505261
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Last modified
6/14/2019 2:31:42 PM
Creation date
6/14/2019 2:29:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0505261
PE
2953
FACILITY_ID
FA0006669
FACILITY_NAME
LODI USD-TRANSPORTATION FAC
STREET_NUMBER
820
Direction
S
STREET_NAME
CLUFF
STREET_TYPE
AVE
City
LODI
Zip
95240
APN
04925028
CURRENT_STATUS
02
SITE_LOCATION
820 S CLUFF AVE
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Lodi Unified School District � <br /> 820 S. Cluff Avenue, Lodi, California June 1, 1994 <br /> Environmental Assessment Work Plan Page; 2 <br /> 3.1 Drilling <br /> Permits will be obtained, as necessary, for the borings before drilling begins. The <br /> soil borings will be accomplished using a mobile mounted drilling rig employing a <br /> hollow stem flight auger no less than 3 1/4-inch i.d. and 8 7/8 o.d. <br /> All drilling equipment will be thoroughly steam cleaned before drilling begins to <br /> prevent the introduction of contamination from off site and to prevent cross <br /> contamination. <br /> The boring will be logged (Figure 3) under the direct supervision of a registered <br /> geologist using the Unified Soil Classification System. The color, texture, <br /> moisture, plasticity (if applicable), consistency of the earth materials, blow counts, <br /> pertinent soil or bedrock characteristics and any evidence of contamination will be <br /> noted. All water-bearing zones, and the depths at which they were encountered, <br /> will be noted on this log. <br /> The boring will be drilled in such a manner as to prevent cross contamination <br /> between strata. Exploratory soil borings within the unsaturated zone will be <br /> backfilled with a concrete slurry mixture. <br /> The cuttings from the drilling operation will be containerized on site during drilling <br /> for proper disposition. The proper method of disposal will depend upon results of <br /> laboratory analysis. This disposal will be the responsibility of the client unless <br /> other arrangements have been made. <br /> 3.2 Soil Sampling <br /> All soil sampling equipment will be thorouglly steam cleaned before and between <br /> sampling to prevent cross contamination. Relatively undisturbed soil samples will <br /> be taken at intervals of not more than five feet (5') in order to evaluate the <br /> subsurface materials; however, this sampling interval may be waived in saturated <br /> sands in which sample recovery is not possible. <br /> The soil samples will be taken using a California Modified Split Spoon sampler <br /> with brass liners. The sampler will be driven continuously by a wire-line hammer <br /> .J <br /> (brass tube sampler with slide hammer for hand augered samples). <br />
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