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CO0052918
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CO0052918
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Last modified
7/14/2022 10:51:25 AM
Creation date
3/5/2021 10:16:14 AM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
RECORD_ID
CO0052918
PE
2900
STREET_NUMBER
0
STREET_NAME
WALNUT GROVE
City
WALNUT GROVE
ENTERED_DATE
11/4/2020 12:00:00 AM
SITE_LOCATION
WALNUT GROVE & OTHERS
RECEIVED_DATE
11/4/2020 12:00:00 AM
P_LOCATION
99
QC Status
Approved
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EHD - Public
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<br />Soil Investigations for Data Collection in the Delta <br />Initial Study/Proposed Mitigated Negative Declaration 11 <br />borings, unless casing is required, which will increase the boring diameter to 6 to 8 <br />inches. Soil samples will be collected from borings using one or more of the following <br />methods; a standard penetration test (SPT) barrel (split spoon sampler), Modified <br />California sampler, Pitcher Barrel sampler, 101 mm Geobarrel, 134 mm Geobarrel, <br />Shelby tubes, and grab samples of the cuttings. <br />Downhole testing will be performed in some of the borings using geophysical and <br />mechanical methods. This will involve sending a small probe down the hole and taking <br />readings periodically with depth. <br />The duration of investigation activities for the 167 borings will be up to: <br />• 5 work days for each of 22 borings up to 50 feet deep, and <br />• 13 work days for each of 145 borings 50 to 200 feet deep. <br />All cuttings and excess drilling fluid will be contained in drums, large containers, or <br />vacuum trucks, and disposed of offsite at an appropriate landfill. Recirculation tanks <br />(55-gallon storage drums) will be used to settle drill cuttings from drilling fluid (drilling <br />polymers and/or bentonite clay). Discarded soil samples will also be placed in the <br />storage drums. Drums would be stored on site at designated staging areas outside of <br />environmentally sensitive areas at any given soil investigation site for up to 4 weeks for <br />environmental testing prior to landfill disposal. <br />Following completion of soil investigation, holes will be sealed using cement-bentonite <br />grout in accordance with California regulations and industry standards (Water Well <br />Standards, DWR 74-81 and 74-90). <br />2.1.2 On-Land CPT Equipment <br />Vehicles at each Impact Area during the investigation may include a truck- or track- <br />mounted, 20 to 30-ton push-capacity CPT truck (see Figures 5 and 6) that is typically <br />powered by a 400 to 550 horsepower diesel engine, a tractor-trailer lowboy truck (if a <br />track-mounted rig is required), traffic control trucks, and a grout trailer. Additionally, up <br />to 15 support passenger vehicles may be present. While this complete list of vehicles <br />may be used, not all of them are necessary for every site. For example, many of the <br />Impact Areas will likely not require a tractor-trailer lowboy truck or traffic control trucks.
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