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ARCHIVED REPORTS XR0012490
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3500 - Local Oversight Program
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PR0544231
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ARCHIVED REPORTS XR0012490
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Last modified
3/6/2019 4:39:34 PM
Creation date
3/6/2019 2:28:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012490
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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, f n <br /> Quarterly Report - August 1998 , <br /> NOMELLINI CONSTRUCTION CO. <br /> 1045 West Charter Way <br /> I i i <br /> it ' Stockton, California <br /> 1-0. ' INTRODUCTION <br /> _ At the request of Mr Dante John Nomelllni of Nomellinl Construction Co , Advanced, i_ <br /> GeoEnvironmental, Inc (AGE) has prepared this Quarterly Report for 1045 West Charter Way, <br /> Stockton, California The location of the site and the immediately surrounding area are illustrated <br />' <br /> on,Figure 1 Site structures and monitoring well locations are depicted on Figure 2 <br /> 2 <br /> The objective of the work was to monitor dissolved petroleum hydrocarbon concentrations in ground <br />' water and to characterize ground water flow direction and gradient on the site This report is <br /> prepared in accordance with guidelines established by the San Joaquin County Public Health <br />' Services - Environmental Health Division (PHS-EHD) and by the Central Valley Regional Water <br /> Quality Control Board(CVRWQCB)for investigation of underground storage`tank (UST) sites A <br /> summary of previous investigations at the site was included in the Quarterly Report - February <br /> 1996, dated 17 May 1996,prepared by AGE <br /> I <br /> 2.0. PROCEDURES <br /> 2 1 MONITORING WELL PURGE PROCEDURES <br /> ' i <br /> On 11 August 1998, the depth to ground water in each monitoring well was measured to the nearest <br /> 0 01-foot utilizing a Solist water level meter Ground water elevations from MW-1 through MW-9 <br /> were then calculated by subtracting the measured depth to ground water from the relative casing <br /> elevations (Table 1) Ground water elevations were plotted and contoured on a scaled site map <br /> (Figure 3) <br /> After water levels were measured,approximately twelve to eighteen gallons(minimum of three well <br /> volumes per well) of water were purged from wells MW4 throughFMW-9 utilizing a two-stage <br /> submersible pump Temperature, pH and conductivity were measured at regular intervals from each <br /> well using an ICM Model 52200 water analyzer,to monitor for stabilization of these characteristics <br /> I during purging Dissolved oxygen was measured in-water purged from each monitonng well using <br /> a YSI Model 55 Dissolved Oxygen Meter following stabilization of the produced water Stabilization <br /> data and field logs are included with Appendix A Purged ground water was containenzed in 55- <br /> gallon drums and stored on-site in an area lacking general public access <br /> 1 <br /> Advanced GeoEnvironmental,Inc <br />
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