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WORK PLANS_FILE 1
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WORK PLANS_FILE 1
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Last modified
2/7/2020 8:28:26 AM
Creation date
10/23/2018 4:28:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0543845
PE
3526
FACILITY_ID
FA0005867
FACILITY_NAME
STOCKTON METRO AIRPORT*
STREET_NUMBER
5000
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
17726034
CURRENT_STATUS
02
SITE_LOCATION
5000 S AIRPORT WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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PLAN,3.0 REVISED WORK ADDITIONAL SITE INVESTIGATION <br /> The objectives of the proposed scope of work are to further define the lateral and vertical extent of <br /> impacted soil and groundwater beneath the site. To achieve these objectives; Ramage <br /> Environmental proposes to install a total of five additional groundwater liable monitoring ing wells, and <br /> to conduct cone penetration testing (CPT) and depth-discrete soil and groundwater sampling at <br /> one location. <br /> 3.1 Project Planning and Permifting <br /> Prior to initiating fieldwork, a site-specific health and safety plana addendum will be prepared <br /> according to 29 CFRt9t9. 20. The health and safety plan will include safety procedures, <br /> chemical hazard information, site safety officers, and a medical emergency location. <br /> To performs the proposed scope of work drilling permits will be obtained from EHD. Since all of <br /> the drilling locations are on the airport property, neither encroachment permits near private property <br /> accessgr meats will be required. <br /> At least two working days prior to the drilling field work, Ramage Environmental will notify EHD s <br /> that inspections can be scheduled. Underground Service Alert will also be acetified so that <br /> member utilities can mark their underground services. <br /> 3.2 Groundwater Monitoring Well Installations <br /> To further investigate the distribution of impacted soil, define the lateral extent of impacted <br /> groundwater at the water table, delineate they stratigraphy o shallow subsurface soils, and expand <br /> the groundwater monitoring network rk at the site, five additional groundwater monitoring ring wells will <br /> be installed. As shown on Figure 2,the proposed well locations are positioned to attempt to <br /> surround the known plume of impacted groundwater. <br /> 3.2.1 loraitirinell onstructior elo inert sad lure <br /> C-57 licensed contractor will install all of the wells to total depths of approximately 60 feet bgs.; <br /> using a truck-mounted drill rig, and -inch diameter hollow stern augers. The wells will consist o <br /> 9 feet of two-inch diameter, Schedule 40, flush-threaded and machine-slatted (0,020-inch) PV <br /> well screen. <br /> 8 <br />
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