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PR0505133
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Last modified
3/6/2020 2:00:35 PM
Creation date
3/6/2020 1:16:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0505133
PE
2950
FACILITY_ID
FA0006561
FACILITY_NAME
MISSION RIDGE PLAZA SHOPPING
STREET_NUMBER
1165
Direction
S
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
CURRENT_STATUS
02
SITE_LOCATION
1165 S MAIN ST
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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5 Third Street, Suite 400 <br /> 1I M providing environmental San Francisco, California <br /> a <br /> consulting and 94103-3205 <br /> F engineering services 415/495-7110 <br /> Fax: 495-7107 <br /> G <br /> nncculley. May 6, 1994 <br /> F=rick & [Project No. 94-6114] <br /> Gilmcan,i,.. <br /> i <br /> Ms. Margaret Lagorio <br /> San Joaquin County Public Health Services <br /> i <br /> Environmental Health Division <br /> P.O. Box 388 PAYMENT <br /> Stockton, California 95201-0388 RECEIVED <br /> _ 'MAY 0 9 1994 <br /> Subject: Work Plan for Hydropunch• Groundwater Sampling SAN JOAQUIN COUNTY <br /> PL;PtLIC HEALTH SERVICES <br /> Mission Ridge Shopping Center ENVIRONMENTAL HEATH DIVISION <br /> Manteca, California <br /> Dear Ms. Lagorio: <br /> This work plan describes the technical approach, scope, and field and analytical procedures <br /> for a groundwater quality reconnaissance at the Mission Ridge shopping center in Manteca California <br /> (the Site). The Site is located at 1009 to 1205 South Main Street, Manteca, California. <br /> We propose to perform the following work: <br /> (1) Prior to drilling at each sampling location, we will contact Underground Service Alert so they <br /> can contact the appropriate utility companies to locate underground utilities in the work areas. <br /> In addition, the proposed drilling locations will be checked by a private utility locator that we <br /> will hire. <br /> (2) - _-A1e_will Aral five to nine-Svi°1 L-orinbs at the locations shown,on the S'ice`map submitteU"with `- <br /> our permit application on April 28, 1994. The borings will be drilled using truck-mounted <br /> drilling equipment with 8-inch diameter hollow-stem augers. The soil borings will be <br /> sampled at approximately 5-foot.intervals to just above the water table, which is anticipated at <br /> a depth of approximately 20 feet below ground level (bgl). Soil samples will be visually <br /> assessed for potential contamination in the field and screened using an organic vapor meter <br /> equipped with a photo-ionization detector (PID). <br /> (3) After the borings are advanced to just above the water table, we will advance a Hydropunch <br /> IIS probe to a depth approximately 3 feet below:the bottom of the boring such that the <br /> Hydropunch® screen will intersect the water table. We will collect a groundwater sample <br /> from each sampling location by bailing from within the probe. <br /> (4) If a sufficient amount of water for laboratory analysis cannot be retrieved using the above <br /> described technique, we will advance the boring into the uppermost water bearing zone and <br /> collect a groundwater grab sample from within the boring using a Teflon bailer. <br /> Austin, TX Boulder, CO San Francisco, CA Seattle, WA Wallace, ID Pow `+ <br />
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