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ARCHIVED REPORTS_XR0008230
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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WEBER
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3500 - Local Oversight Program
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PR0545869
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ARCHIVED REPORTS_XR0008230
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Last modified
7/21/2020 10:51:30 AM
Creation date
7/21/2020 10:34:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008230
RECORD_ID
PR0545869
PE
3528
FACILITY_ID
FA0003764
FACILITY_NAME
SJ COUNTY COURT HOUSE
STREET_NUMBER
222
Direction
E
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95202
APN
14916001
CURRENT_STATUS
02
SITE_LOCATION
222 E WEBER AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' 3.0 WORK PLAN, ADDITIONAL SITE INVESTIGATION <br /> The objectives of the proposed scope of work are to further define the lateral extent of impacted soil <br /> and groundwater, southwest (up-gradient) and southeast (cross-gradient) of the former UST source <br /> area To achieve this objective, two soil borings will be drilled on-site for soil and groundwater <br /> sampling <br /> 31 Project Planning and Permitting <br /> Prior to initiating fieldwork, a site-specific health and safety plan will be prepared according to 29 <br /> CFR 1910 120 The health and safety plan will include safety procedures for work to be performed, <br /> chemical hazard information, site safety officers, and a medical emergency location <br /> To perform the proposed scope of work, drilling permits will be obtained from EHD Since all of the <br /> drilling will be conducted on-site, neither off-site access agreements nor encroachment permits will <br /> be required At least two working days prior to field work, Ramage Environmental will notify EHD <br /> and Underground Service Alert so that regulatory and utility inspections can be scheduled <br /> 3 2 Soil and Groundwater Sampling and Analysis <br /> To further assess the lateral extent of impacted soil and groundwater, soil and groundwater <br /> samples will be collected from two on-site soil borings The proposed soil borings will be located in <br /> the southwest corner of the sub-grade parking area and in the southeast corner of the street grade <br /> asphalt parking area These proposed boring locations are shown on Figure 3 <br /> A C-57 licensed drilling contractor will drill the soil borings with 8-inch diameter hollow-stem augers <br /> Both proposed soil borings will be drilled to further evaluate a silty sand interval previously- <br /> encountered at approximately 30 to 35 feet below street grade Since the sub-grade parking area <br /> is approximately 11 feet below street grade, the soil boring proposed for the southwest corner of the <br /> sub-grade parking area should only be drilled to a depth of approximately 25 feet The ultimate <br /> depths of the soil borings will depend on the lithologic and hydrogeologic conditions observed <br /> during drilling <br /> 9 <br />
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