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ARCHIVED REPORTS_XR0005839
Environmental Health - Public
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ARCHIVED REPORTS_XR0005839
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Last modified
4/28/2020 1:59:03 PM
Creation date
4/28/2020 1:23:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005839
RECORD_ID
PR0545617
PE
3528
FACILITY_ID
FA0005557
FACILITY_NAME
RIPON FARM SERVICE
STREET_NUMBER
935
STREET_NAME
FRONTAGE
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
26102007/2011
CURRENT_STATUS
02
SITE_LOCATION
935 FRONTAGE RD
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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' 16 December 2005 <br /> . AGE-NC Project No. 04-1214 <br /> Page"6 of 8 <br /> EPA Method 8260B. <br /> ' Chlorinated Pesticides and Herbicides in accordance with EPA 8141 and EPA 8151. <br /> • Ammonia, nitrate and pH in accordance with EPA Methods 350.2, 300 and 150.1. <br /> 3.3. WELL ELEVATION SURVEY <br /> On 29 November 2005, a California state-licensed surveying engineer from Baumbach& Piazza, <br /> Inc.of Lodi,California surveyed the elevation of monitoring wells MW-101 through MW-104.The <br /> elevation at the top of the well casing was surveyed to the nearest 0.1-foot. The elevations of wells <br /> MW-101 through MW-104 were determined to be 60.80 feet, 60.72 feet, 57.11 feet and 57.95 feet <br /> ' above mean sea level (MSL), respectively. The results of the monitoring well survey are recorded <br /> in Table 1. The survey report(Baumbach& Piazza, Inc.) is presented in Appendix C. <br /> 4.4. FINDINGS <br /> Ground water elevation, flow direction, and gradient were determined from field data collected on <br /> 17 October 2005; the contaminant impact to ground water was quantified from laboratory data. <br /> 4.1. STRATIGRAPHY <br /> ' The soil borings advanced for wells MW-101 through MW-104 were comprised of fine-grained <br /> sediments and a ground water table within coarse sands.Generally brown silty sand was encountered <br /> from surface grade to approximately 30 feet bsg.A coarse poorly graded sand was present in the soil <br /> borings at a depth of 35 feet bsg to 40 feet bsg.A silt layer was encountered from approximately 10 <br /> to 15 feet bsg in the eastern monitoring well pilot borings. Saturated soil was encountered at 30 feet <br /> ' bsg.No VOC or chemical odor or staining or unusual soil coloration were detected in any of the soil <br /> samples taken. The soil boring logs are provided in Appendix A. <br /> 4.2. GROUNDWATER GRADIENT AND FLOW DIRECTION <br /> ' Depths to ground water during the October 2005 monitoring event ranged from 22.94 feet(MW-103) <br /> to 2 6.5 6 feet(MW-102)below the tops of the well casings. The calculated ground water elevations <br /> ' ranged from 34.16 feet (MW-102) to 34.29 feet (MW-101) above MSL. The ground water flow <br /> direction was inferred to be north to northeast,at a ground water gradient of 0.0008 foot/foot(ft/ft) <br /> • north of well MW-101'. The ground water flow direction and gradient are depicted in Figure 3. <br /> '. Advanced GeoEnvironmentnl,Inc. <br />
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