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SR0084519 (4)
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SR0084519 (4)
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Last modified
4/21/2022 11:21:20 AM
Creation date
4/21/2022 11:18:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
SR0084519
PE
2903
FACILITY_ID
FA0026863
FACILITY_NAME
1515 FRESNO AVE INDUSTRIAL BUILDING DELVELOPMENT
STREET_NUMBER
1515
Direction
S
STREET_NAME
FRESNO
City
STOCKTON
Zip
95206
APN
16337034
ENTERED_DATE
11/22/2021 12:00:00 AM
SITE_LOCATION
1515 S fresno
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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WORK PLAN FOR INSTALLATION OF PIEZOMETERS Irerracon <br />Seefried Warehouses Tracy, Califomia <br />November 12, 2019 Terracon Project No. NA185181 <br />each select sampling location. GPR activities will be completed on the first day of planned drilling <br />activities. <br />2.6 Soil Borings <br />No later than 48 hours to the start of field work, Terracon will notify SJCDEH of our proposed work <br />day and confirm that a representative of the SJCDEH will be available for construction and grout <br />placement inspection. <br />Three soil borings will be advanced using a hollow -stem auger drill rig to a depth of approximately <br />20 feet below ground surface (bgs). Drilling activities will be performed by a California C-57 <br />licensed driller. <br />During drilling activities, soil samples will be not be collected due to already collecting soil samples <br />during a previous geotechnical investigation at this site. <br />2.7 Piezometer Design/Installation <br />Terracon proposes to drill 6 -inch diameter borings to a maximum depth of 20 feet bgs. Twenty - <br />foot long, two-inch diameter Schedule -40 polyvinyl chloride (PVC) pipe will be installed in each <br />boring. Each piezometer will include 10 feet of 0.020 -inch slotted screen and 10 feet of blank <br />casing. Each piezometer will have #3 sand (or equivalent) backfilled from total depth to one foot <br />above the screen interval, or to approximately 9 feet bgs. A two -foot hydrated bentonite plug will <br />be placed above the filter sand pack from 9 to 7 feet bgs, and Portland neat cement grout will be <br />added from 7 feet bgs to approximately 0.5 feet bgs. Each piezometer will be finished at the surface <br />with an above ground locking monument that will be cemented in place. Terracon staff will <br />schedule the piezometer construction and grout inspection with the SJCDEH no later than 48 <br />hours prior to planned field work activities to ensure the availability of an SJCDEH representative. <br />Additionally, Terracon will confirm the field work date and inspection time with the inspector 24 <br />hours prior to field work. <br />3-n GENERAL COMMENTS <br />The scope of services is based on the assumptions and limitations noted below. <br />Limitations <br />Terracon's services will be performed in a manner consistent with generally accepted practices of <br />the professional undertaken in similar studies in the same geographic area during the same period. <br />Terracon makes no warranties, express or implied, regarding its services, findings, conclusions or <br />recommendations. Please note that Terracon does not warrant the work of laboratories, regulatory <br />agencies or other third parties supplying information used in the preparation of the report. These <br />Responsive Resourceful Reliable 3 <br />
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