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2900 - Site Mitigation Program
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PR0535112
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Last modified
4/15/2020 3:19:53 PM
Creation date
4/15/2020 3:15:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0535112
PE
2957
FACILITY_ID
FA0020296
FACILITY_NAME
CHAPIN BROTHERS INC
STREET_NUMBER
1766
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
13505050
CURRENT_STATUS
01
SITE_LOCATION
1766 MONTE DIABLO AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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09/07/2004 14:41 2094671118 AGE STOCKTON PAGE 05/10 <br /> Ground Water Aquifer Pumping Test Report - First Quarter 2001 <br /> CHAPIN BROTHERS, INC. <br /> 1766 Monte Diablo Avenue, Stockton, Calij[ornia <br /> 1.0. INTRODUCTION <br /> At the request of Mr.Russell Chapin,Advanced GeoEnvironmental, Inc. (AGE),has prepared this <br /> ground water aquifer pumping test report conducted at 1766 Monte Diablo Avenue, Stockton, <br /> California. The site setting is illustrated on Figure 1. Site structures and monitoring well locations <br /> are depicted on Figure 2. <br /> The objective of the work was to obtain general ground water aquifer characteristics and to evaluate <br /> aquifer response to ground water extraction at variable and constant pumping rates. This report is <br /> prepared in accordance with guidelines established bythe California Regional Water Quality Control <br /> Board- Central Valley Division for investigation of underground storage tank(UST) sites. <br /> Background information and a description of prior investigations at the site are included in the <br /> Problem Assessment Report (.PAR) prepared by Science 8r. Engineering Analysis Corporation <br /> (SEACOR) dated 22 July 1994 and in numerous AGE-prepared Quarterly Reports. <br /> 2.0. GROUND WATER AQUIFER PUMPING TEST <br /> On OG March 2001, three temporary ground water elevation wells (one-inch) were installed <br /> surrounding well VE-6. <br /> On 07 March 2001, an eight-hour ground water aquifer pumping test was performed at the site to <br /> assess the general ground.water aquifer characteristics and to assess aquifer response to groundwater <br /> extraction utilizing wells VW-6, temporary wells T1, T2 and T3 and well MW-3 at a variable <br /> pumping rate; purged ground water was containerized in an on-site (5,500-gallon poly tank (Baker <br /> tank). On 12 and 29 March 2001., separate twelve-hour pump tests were performed; the first (12 <br /> March)pumping from VE-6 at 3 gallons per minute, the second(29:March)pumping froze MW-4 <br /> at 1 gallon per minute for 2 hours, then at 2 gallons per minute for 10 hours. <br /> A four-inch diameter Grundfos submersible pump was utilized to evacuate water from the pumping <br /> wells for the 07 March and 12 March tests, a two-inch diameter Grundfos submersible pump was <br /> used to evacuate water from the pumping well .for the 29 March aquifer test. The pumping rate for <br /> each test was determined by measuring the time required to fill a 5-gallon bucket from the pumping <br /> discharge hose. <br /> Adpanted GeoEnv[ronmental,Inc <br />
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