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3500 - Local Oversight Program
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PR0545600
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Last modified
3/23/2020 4:14:53 PM
Creation date
3/23/2020 4:12:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545600
PE
3528
FACILITY_ID
FA0009537
FACILITY_NAME
PACIFIC READY MIX
STREET_NUMBER
2059
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16331015
CURRENT_STATUS
02
SITE_LOCATION
2059 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Former Nelson Ready Mix Page 3 <br /> Work Plan-Monitoring Well Construction <br /> GPE Project No.518.2 <br /> January 17,2006 <br /> 4.0 FIELD INVESTIGATION <br /> The attached site map shows the subject Property and its improvements in the vicinity of <br /> the former tank. Locations of the three proposed wells are shown on the map as is the <br /> former tank location and the previously installed Geo-Probe soil borings. The three wells <br /> (designated MW-1,-2, acid -3)will be located.around the point of release as shown on the <br /> site map. <br /> The groundwater surface In this part occurs about 10 feet below grade. The wells will be <br /> equipped with 15 feet of screened liner from about 5 feet to 20 feet below ground level. <br /> 4.1 Preliminary Site Work <br /> Preliminary work will consist of obtaining a permit to install monitoring wells from the <br /> San Joaquin County EHD.. <br /> 4.2 Soil Boring Installation <br /> A hollow stem auger drilling rig; owned and operated by V&W Drilling, a C-57 licensed <br /> F water well contractor will.be used to drill three,.8-inch diameter soil borings (designated <br /> L MW-1, through MW-3) to a total depth of 20 feet. During drilling soil samples will be <br /> collected at 5-foot intervals. <br /> i <br /> All soil cuttings will be stockpiled or placed in drums and temporarily stored, pending <br /> profiling and determination of proper disposal methods. <br /> . i <br /> 4.3 Soil Sampling and Analyses <br /> The soil borings will sampled at 5-foot intervals for geological and possible analytical <br /> evaluation using a 2.0-inch diameter by 1.5-foot long (i.d.).hammer driven California <br /> Split Spoon sampling device fitted with three 2- by 6-inch brass or stainless steel liners. <br /> The soil sample collection procedure will be as follows: The end of each sample tube <br /> removed from the split spoon will be sealed with aluminum foil, capped with plastic end <br /> caps, secured with tape, labeled and placed in a cooler at 4° Celsius for transport to the <br /> laboratory using Chain of Custody protocol. Chain of Custody (CofC) forms are <br /> documents used to track.the handling of samples. All dates, times, persons and <br /> companies handling the samples will be listed from the time the sample is collected to its <br /> ultimate disposal. All soil sampling equipment will be decontaminated between uses by <br /> washing using a steam cleaner. Nitrile gloves,will be worn during sample collection and <br /> changed between collection of each sample. <br /> A detailed to will be made of each boring. The information to be noted include such <br /> g g <br /> data as sample depths, blow counts from hammer driven sampling devices, horizons of <br /> detectable contamination (detected by field methods), soil classification utilizing the <br /> Unified Soil Classification System and sediment description (color, texture, composition, <br /> 2937 Veneman Ave.,#B240 . Geo-Phase Environmental Inc. Phone(209)569-0293 <br /> Modesto,CA 95356 Fax(209)569-0295 <br /> irk <br />
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