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ARCHIVED REPORTS_XR0004515
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0506186
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ARCHIVED REPORTS_XR0004515
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Last modified
3/6/2020 4:46:26 PM
Creation date
3/6/2020 2:09:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004515
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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SJGOV\sballwahn
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EHD - Public
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Mr Ran Rowe <br /> February 9,2000 <br /> and were not detected at more than 30 ft bgs The honzontal extent of MTBE is defined to <br /> the north by well MW-3 <br /> CPT bongs CPT-1,CPT-2,and CPT-11 show that MTBE concentrations in ground water decrease <br /> with depth along the southeastern edge of the site, in the vicinity of the source area Concentrations <br /> attenuate to 141 pglL at 55 5 ft bgs in CPT-11 <br /> INVESTIGATION PROCEDURES AND RESULTS <br /> Cambria's scope of work for the investigation included the onsite installation of two four-mch <br /> monitoring wells,and one nested well with two two-inch casings One nested well,with two two-mch <br /> casings,was installed offsite The monitoring well locations and the CPT boring locations are shown <br /> in Figure 1 Analytical results for soil samples are presented in Table 1 <br /> Monitoring wells MW-4A and MW-413, were constructed of two 4-mch casings in separate 1 I-Inch <br /> borings MW-4A was completed at 75 fbg and is screened from 70 to 75 fbg MW-4B was completed <br /> at a depth of 49 fbg,and screened from 44 to 49 fbg MW-5(A,B) was completed at a depth of 75 <br /> fbg,MW-5A was screened from 70 to 75 fbg,and MW-513 was screened from 44 to 49 fbg MW-6 <br /> (A,B)was completed at a depth of 73 fbg,MW-6A was screened from 68 to 73 fbg,and MW-613 was <br /> screened from 49 to 54 fbg MW-5(A,B),and MW-6(A,B)were each constructed with two two- <br /> inch casings in one 12-inch boring <br /> The results of Cambria's October 25 through October 29, 1999 well installations are summarized <br /> below The monitonng well locations are shown in Figure 1 Analytical results for soil and <br /> groundwater samples are presented in Tables 1 Cambia's Standard Field Procedures for Monitoring <br /> Wells are in Attachment D <br /> Soil Boring and Well Installation <br /> Permits The Property at 341 East Mann Street is covered by SJCPHS Drilling <br /> Permits Nos 016251 and 016252,presented in Cambia's April 16, 1998, <br /> Monitoring Well and CPT Investigatmn Report SJCPHS Drilling Permit <br /> No 020-867 (Attachment A)covers monitoring well MW-6(A,B) <br /> Dnlhng Dateā¢ MW-4A and MW-413 well casing and sand pack were installed and <br /> temporarily sealed on October 25, 1999,and the grouting was completed <br /> on October 27, 1999 MW-5(A, B) well casing and sand pack were <br /> YY <br /> iM,Laucu aid temporarily sealed on October 26, 1999, and the grouting <br /> was completed on October 27, 1999 MW-6(A,B)well casing and sand <br /> pack were installed and temporarily sealed on October 28, 1999, and <br /> grouting was completed on October 29, 1999 <br /> 3 <br />
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