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ARCHIVED REPORTS_XR0012780
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3500 - Local Oversight Program
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PR0545884
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ARCHIVED REPORTS_XR0012780
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Last modified
7/21/2020 4:43:30 PM
Creation date
7/21/2020 4:38:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012780
RECORD_ID
PR0545884
PE
3528
FACILITY_ID
FA0005481
FACILITY_NAME
MANTECA CORP YARD
STREET_NUMBER
210
Direction
E
STREET_NAME
WETMORE
STREET_TYPE
ST
City
MANTECA
Zip
95337
APN
21938313
CURRENT_STATUS
02
SITE_LOCATION
210 E WETMORE ST
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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µ <br /> Monitoring We11 Installation and Quarterly Report - First Quarter 2002 <br /> MANTECA CITY CORPORATION YARD <br /> r 210 East Wkmore Street, Manteca,California . <br /> T.O. INTRODUCTION <br /> -: At,the request of Mr. Frederic. Clark of the City of Manteca, Advanced GeoEnviroiiniental, Inc. _ <br /> (AGE) has prepared.this.monitoring well installation and quarterly report for the property located <br />- at 210 E. Wetmore Street,Manteca,'California. The site and the surrounding area are illustrated on. , <br /> Figure 1. Structures,boring and well.locations are illustrated on Figure 2.-Background-inf6rmation, <br /> is summarized in the AGE-prepared Additional Site Assessment Work Plan-August.2001,dated 25 <br /> 7 January 20.01.. <br /> .r- -2.0..' ' PROCEDURES <br /> Three ground water monitoring wells (MW5,'MW6 and MW7).were installed and-developed and <br /> seven ground water monitoring wells M" W:1 through MW7) were monitored and sampled in. <br /> } January 2002.Field work was performed in accordance with guidelines issued by the Central'Valley <br /> Regional..Water Quality Control Board: (_CVRWQCB). <br /> 2.1: DRILLING AND SAMPLING <br /> E On 2$ January 2002, three soil borings were advanced at the site:The soil borings were:advance' d <br /> using a CME-75HT drill rig,, equipped with 8.25-inch diameter hollow-stem augers to.install <br /> monitoring wells MW5, MW6 and_MW7. The drill rig and three-man crew were .supplied by. <br /> Mitchell Drilling Environmental.Auger returns generated by drilling were containerized in properly , <br /> labeled DOT-approved model 17H 55-gallon drums and were stored on-site. <br /> Soil samples were collected ahead of the drill:bit using a California modified split-spoon sampler <br /> loaded with-three pre-cleaned-2-Inch by 6-inch brass sleeves. .The samples.-Were collected.from : . . <br /> monitoring well pilot borings MW 5;MW6 and MW7 at five-foot intervals,beginning at 5 feet below <br /> -surface grade (bsg) to total boring depth using a 1407pound'hanimer to advance the sampler. The <br /> 'number-of blows required to advance the'sampler over each 6-inch increment of the 18-inch <br /> sampling interval was recorded on the boring logs.;$ampling equipment was washed in an Alconox <br /> sohition and rinsed with water prior to each sampling riun-t4 minimize cross-contamination. <br /> For each salriple,both ends of the leadingor other selected-sleeve were covered with.Teflon sheets, <br /> , <br /> .capped and sealed with tape.The samples were labeled,stored on ice and trarisported-unde'r chain-of- <br /> custody to McCampbell Analytical;Inc:(MAI),a State of California Department of Health Services ; <br /> ' (DHS)-certified analytical laboratory. ' <br /> lop - , - . <br /> F Advanced GeoEnvironinental;Inc. <br /> T _j <br />
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