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ARCHIVED REPORTS XR0012590
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0505513
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ARCHIVED REPORTS XR0012590
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Last modified
6/20/2019 5:51:30 PM
Creation date
6/20/2019 4:08:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012590
RECORD_ID
PR0505513
PE
2950
FACILITY_ID
FA0006438
FACILITY_NAME
United # 5446
STREET_NUMBER
1403
Direction
W
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12323246
CURRENT_STATUS
02
SITE_LOCATION
1403 W COUNTRY CLUB BLVD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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M <br /> d <br /> Mr. Mike Infuma 2 December 16, 1991 <br /> The folllowing sections describe the field procedures for the additional assessment efforts. <br /> INVESTIGATION METHODOLOGY <br /> Purpose <br /> The purpose of this additional investigation is to further identify the lateral extent of the <br /> dissolved hydrocarbons in groundwater,by employing the Hydropunch®technique at an ; <br /> estimated five locations. <br /> f� <br /> Scone of work <br /> 'The scope of work for this investigation includes the following work elements: <br /> • Preparation of this workplan addendum. <br /> • Obtain permits for encroachment into city property and hydropunch activities. <br /> o Chemical anaiys�s.ef water samples for selected petroleum hydrocarbons, <br /> • Report preparation. <br /> - Hydronunchin� <br /> Prior to the commencement of field work, all underground utilities wilI be located. This will _ <br /> be done through use of Underground Services Alert(USA) and a subcontracted utility <br /> location service. A California C-57 licensed dr:,'ler will be subcontracted to perform the <br /> hydropunching. The rT field geologist will conduct a tailgate safety meeting at the beginning <br /> Of the day to insure that field activities are perfort .d in accordance with the site specific <br /> Health and Safety Plan. <br /> Hydropunching is a method of"drilling" in which instruments are pushed into the ground i <br /> rather than rotated into a hole as it is being cut. The prime advantage of this technique is <br /> that no waste material is produced. During hydropunch activities, a pike assembly is <br /> desired depth. An outer Pipe(protective sleeve) <br /> hydraulically pushed into the ground to the <br /> is then pulled back,revealing a finely perforated pipe which groundwater may flow into. A s <br /> tiny bailer may then be lowered into the inner pipe and a groundwater sample collected. The <br /> entire pipe assembly is then jacked out of the ground. <br /> Hydropunch holes will be tremmied from bottom to ground surface with cement-bentonite <br /> cement after each hoIe is made. <br /> Sampling Locations <br /> -- — -- t- — ----- — - <br /> The first hydropunchO boring/sampling location will be-located-sufficiently downgradien <br /> beyond the anticipatcd limits of hydrocarbon migration. Subsequent Hydropunch® <br /> drilling/samplinglocations will be determined by analvr-:- ;results from the first point,as <br /> provided by an an site laboratory. A total of five Hydropuach® locations are planned (Figure <br /> 3) <br />
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