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2900 - Site Mitigation Program
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PR0522667
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Last modified
10/22/2018 4:49:21 PM
Creation date
10/22/2018 4:00:32 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0522667
PE
2950
FACILITY_ID
FA0015448
FACILITY_NAME
CROM PROPERTY
STREET_NUMBER
472
Direction
N
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
MANTECA
Zip
95337
APN
20013001
CURRENT_STATUS
01
SITE_LOCATION
472 N AIRPORT WAY
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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kq KLEINFELDER <br /> TASK 4.0 FINAL PHASE I REPORT OF FINDINGS <br /> 4.1 Provide a final report of findings. The report of findings will include an evaluation of the <br /> information obtained from the Phase I ESA. The report will include illustrations, color <br /> photographs, and pertinent regulatory agency documentation regarding the site. The <br /> report will discuss findings and recommendations. <br /> LIMITED PHASE II ASSESSMENT <br /> TASK 1.0 BORING PERMIT AND PRE-MOBILIZATION PREPARATION <br /> Kleinfelder will submit a boring/well permit to the San Joaquin County Environmental Health <br /> Department (EHD). The permit(s) will be forwarded to EHD at least 48 hours prior to <br /> conducting fieldwork. <br /> Please note that EHD may bill The DeSilva Group directly for oversight time on the project. The <br /> proposed boring location areas will be marked in white paint and Underground Services Alert <br /> will be notified at least 48 hours prior to boring activities. <br /> TASK 2.0 SOIL AND GROUNDWATER SAMPLING, DAIRY WASTE POND AND <br /> CORRALS <br /> Kleinfelder proposes to collect soil and groundwater samples from eight (8) push probe borings <br /> throughout the property using a Geoprobe 5410 sampling rig. The purpose of the sampling is to <br /> assess potential dairy operation impacts to subsurface soil and groundwater at the subject site. <br /> Based on a recent Geotechnical Investigation conducted by Kleinfelder approximately 300 feet <br /> west of the Crom Property, depth to groundwater is estimated at approximately 16 to 18 feet <br /> below ground surface (bgs). Groundwater depth may be variable. The borings will be advanced, <br /> logged, and sampled following the protocol described in Attachment B. <br /> Eight (8) soil borings B-1 through B-8 will be advanced to a total depth of approximately 20 feet <br /> and will be advanced in the cattle pen areas and dairy ponds (dry). Soil samples will be collected <br /> at the surface and at 4-foot intervals to first encountered groundwater. One grab groundwater <br /> sample will be collected from each of the eight borings. <br /> Pushprobes will be advanced using a pneumatically driven steel probe. Soil samples will be <br /> obtained by inserting a sample barrel, lined with acetate liners, into the probe. The sample barrel <br /> will be lowered to the desired sampling depth and driven into the soil. The sample tubes will be <br /> removed and sealed with Teflon and plastic fitting end caps. Soil samples will be collected <br /> continuously during the advancement of the pushprobes to the proposed maximum depths of 20 <br /> feet bgs. During the advancement of the borings, soil samples will be collected for lithologic <br /> classification based on the Unified Soil Classification System (USCS). <br /> At this time, we propose to collect a total of 24 soil samples, three from each soil probe location. <br /> The soil samples will be collected at approximately depths ranging from surface to 15 feet bgs <br /> 02001 PROP.ENV/ST04P222/DGD:ss Page 5 of 10 <br /> Copyright 2004,Kleinfelder,Inc. May 26,2004 <br />
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