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EIGHT MILE
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2900 - Site Mitigation Program
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PR0527550
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Last modified
7/10/2019 1:05:00 PM
Creation date
1/18/2019 5:01:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0527550
PE
2950
FACILITY_ID
FA0018662
FACILITY_NAME
COS DELTA WTR SUPPLY INTAKE PRJCT
STREET_NUMBER
13520
Direction
W
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
NONE
CURRENT_STATUS
01
SITE_LOCATION
13520 W EIGHT MILE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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DEC? <br /> Bright People.fligFfSoluNom <br /> 1 SCOPE OF WORK <br /> 1.1. PERMITTING AND PRE-FIELD ACTIVITIES <br /> Kleinfelder and the drilling subcontractor will contact Underground Service Alert, and <br /> the drilling locations will be marked in white paint at least 48 hours prior to conducting <br /> fieldwork to notify local utilities of our proposed subsurface assessment. An application <br /> for the permit to advance the soil borings will be filed with the San Joaquin County <br /> Environmental Health Department along with the appropriate fee. <br /> 1.2. TEMPORARY PIEZOMETER INSTALLATION <br /> At this time, Kleinfelder proposes to install four (4) temporary groundwater piezometers <br /> at the site to assess existing groundwater level conditions The installation of the <br /> piezometers will be completed under the direct supervision of a California State <br /> licensed Engineer or Geologist. <br /> The soil borings will be drilled with a truck-mounted drill rig equipped with at least a 6-inch <br /> hollow stem auger. We propose to advance the borings to a total depth of approximately <br /> 50-feet for the completion of each piezometer. During advancement of the soil borings, <br /> soil samples will be collected at 5-foot interval for lithologic classification. Lithologic <br /> classification will be based on the Unified Soil Classification System (USCS). A staff <br /> engineer or geologist will log the soil borings. <br /> We will process select soil samples from the borings (e.g., 10, 20, 30, 40, and 50 feet). <br /> The soil samples will be analyzed for grain size (sieve, coarse and fine, minus #200 <br /> wash). <br /> Following completion of drilling the soil borings, a clean 2-inch diameter PVC <br /> piezometer will be installed in each boring. The wells will be constructed with schedule <br /> 40 PVC, a 40-foot long 0.020 inch screened section surrounded by and covered by a <br /> 87057/ST09L024 Page 3 of 7 February 5, 2009 <br /> Copyright 2009 Kleinfelder <br />
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