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ARCHIVED REPORTS_XR0004520
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0506186
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ARCHIVED REPORTS_XR0004520
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Last modified
3/6/2020 3:52:45 PM
Creation date
3/6/2020 2:42:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004520
RECORD_ID
PR0506186
PE
2950
FACILITY_ID
FA0007258
FACILITY_NAME
RIPON SHELL
STREET_NUMBER
341
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
RIPON
Zip
95366
APN
26114007
CURRENT_STATUS
01
SITE_LOCATION
341 E MAIN ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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C A M B R I A Mr Ron Rowe <br /> . April 16, 1999 <br /> iINVESTIGATION PROCEDURES <br /> Cambria's scope of work for the investigation included the installation of two 2-inch ground <br /> water monitoring wells and two 4-inch ground water monitoring/extraction wells on site and five <br /> CPT borings offsite The monitoring and extraction well locations and the CPT boring locations <br /> Iare shown in Figure 1 Analytical results for soil and ground water samples are presented in <br /> Tables 1 and 2 <br /> Personnel Present Project geologist Barbara Jakub of Cambria directed the field sampling, <br /> working under the supervision of California Registered Professional <br /> Civil Engineer Owen Ratchye Ron Rowe of the SJCPHS was onsite for <br /> much of the fieldwork <br /> Permits. SJCPHS Drilling Permits Nos 016251 and 016252 City of Ripon <br /> Encroachment permit No 1209 to install the borings in East Main Street <br /> (Both are from previous drilling events) Copies of the permits are <br /> presented in Attachment A <br /> . Drilling Company. Gregg Drilling, Inc of Martinez, California (C-57 License#485-165) <br /> Drilling Dates February 23, 24, 25, and 26, 1999 <br /> Drilling Methods. A 6-718-inch hollow-stem auger was used to install the 2-inch monitoring <br /> wells, and 10-inch hollow-stem auger was used to install the 4-inch <br /> extraction wells The first 5 ft of the borings were hand-augered <br /> Hydraulic direct push was used to perform the Cone Penetrometer <br /> Testing <br /> Number of Wells: Four Two 2-inch ground water monitoring wells (MW-2 and MW-3), <br /> and two 4-inch ground water extraction wells (EW-1 and EW-2) <br /> (Figure 1) <br /> IWell Materials- Monitoring wells MW-2 and MW-3 were constructed using two-inch <br /> diameter, schedule 40 PVC well casing and 0 010-inch slotted well <br /> screen Extraction wells EW-1 and EW-2 were constructed using four- <br /> inch diameter, schedule 40 PVC well casing and 0 010-inch slotted well <br /> screen (boring logs and well construction details are included in <br /> Attachment B) <br /> • <br /> 2 <br />
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