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ARCHIVED REPORTS_ENGLISH OAKS PLAZA SOIL BORING INSTALLATION
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PR0524568
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ARCHIVED REPORTS_ENGLISH OAKS PLAZA SOIL BORING INSTALLATION
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Last modified
2/6/2020 9:19:43 AM
Creation date
2/6/2020 8:28:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
ENGLISH OAKS PLAZA SOIL BORING INSTALLATION
RECORD_ID
PR0524568
PE
2950
FACILITY_ID
FA0016479
FACILITY_NAME
ENGLISH OAKS PLAZA
STREET_NUMBER
2525
Direction
S
STREET_NAME
HUTCHINS
STREET_TYPE
ST
City
LODI
Zip
95240
APN
06024007
CURRENT_STATUS
01
SITE_LOCATION
2525 S HUTCHINS ST
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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' 2525 Hutchins Road Paget <br /> Work Plan-Soil Boring Installation <br /> ' GPE Project No. 503 <br /> September 7,2005 <br /> ' samples and a groundwater sample will be collected. The proposed location is shown <br /> on the attached site map. <br /> ' 2. A groundwater sample will be tested for the possible presence of chlorinated <br /> hydrocarbons. <br /> ' 3. A report will be prepared and submitted which describes this work, its findings and <br /> implications. <br /> 1 2.1 Soil Boring Installation <br /> ' The Power-Probe® soil boring will be drilled using 2-inch outside diameter Power- <br /> Probe® drilling equipment owned and operated by Resonant Sonic International (RSI) of <br /> Woodland (C-57 License 9802334). The boring will be advanced to a total depth of about <br /> ' 70 feet below grade, or such other depth conditions require. The Power-Probe® is a <br /> truck mounted drilling system that uses direct push methodology to collect soil and <br /> groundwater samples. Four foot long steel rods are pushed or hammered into the ground <br /> ' using a hydraulic ram or the hydraulically actuated hammer mounted on the ram. Soil <br /> samples are collected using a 4-foot long by 2-inch inside diameter drive sampler lined <br /> ' with a plastic sample sleeve. In the event that refusal is encountered, the rig has the <br /> capability two switching to 4.5-inch diameter solid-stem augers. <br /> ' A detailed log will be made of the boring. The information to be noted includes such data <br /> as sample depths, horizons of detectable contamination (detected by field methods), soil <br /> classification utilizing the Unified Soil Classification System and sediment description <br /> ' (color, texture, composition, hardness, moisture content, and post-depositional changes <br /> that have occurred in the sediments). <br /> ' Upon completion of the boring, a groundwater sample will be obtained by lowering a <br /> disposable plastic bailer down through the drill stem and retrieving a volume of water <br /> adequate to fill the sample containers. The sample will be carefully transferred to 40m] <br /> ' preserved VOA vials. <br /> Upon reaching total depth a final soil and groundwater sample will be collected. After <br /> ' collecting the final sample, the boring will be filled to grade through a tremie pipe with <br /> neat cement. <br /> Any soil cuttings that may be generated will be stored in a drum on the premises until their <br /> proper disposition can be arranged. <br /> 2937 Veneman Ave.,#B240 Geo-Phase Environmental Inc. Phone(209)569-0293 <br /> Modesto,CA 95356 Fax(209)569-0295 <br /> 1 <br />
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