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ARCHIVED REPORTS_XR0011974
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545892
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ARCHIVED REPORTS_XR0011974
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Last modified
7/22/2020 3:00:49 PM
Creation date
7/22/2020 2:23:17 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011974
RECORD_ID
PR0545892
PE
3528
FACILITY_ID
FA0003601
FACILITY_NAME
ARCO STATION #826951*
STREET_NUMBER
130
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205-5561
APN
15502064
CURRENT_STATUS
02
SITE_LOCATION
130 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Field Practices and Piocedutes <br /> . Page 4 <br /> environmental assessment and remediation projects Wells are normally constructed <br /> using Schedule 40 polyvinyl chloride (PVC) casing The borehole diameter will be a <br /> minimum of four inches larger than the outside diameter of the casing <br /> Wells installed for environmental assessment and remediation projects are typically cased <br /> with threaded, factory-perforated and blank Schedule 40 PVC The perforated interval <br /> consists of slotted casing, generally with 0 01, 0 02, or 0 03-inch-wide by 1 5-inch-long <br /> slots, with 42 slots per foot A threaded or slip PVC cap is secured to the bottom of the <br /> casing The slip cap can be secured with stainless steel screws or friction, no solvents or <br /> cements are used Centering devices may be fastened to the casing to ensure even <br /> distribution of filter material and grout within the borehole annulus The well casing is <br /> thoroughly washed and/or steam cleaned, or may be purchased as pre-cleaned, prior to <br /> completion <br /> A filter pack of graded sand will be placed in the annular space between the PVC casing <br /> and the borehole wall Sand will be added to the borehole through the hollow stem of the <br /> augers to provide a uniform filter pack around the casing and to stabilize the borehole <br /> The sand pack will be placed to a maximum of 2 feet above the screens, followed by a <br /> minimum 1-foot seal consisting of bentonite pellets <br /> Cement grout containing 5 percent bentonite or concrete will be placed above the <br /> bentonite seal to the ground surface A concrete traffic-rated vault box will be installed <br /> over the monitoring well(s) A watertight locking cap will be installed over the top of the <br /> well casing Reference elevations for each monitoring well will be surveyed when more <br /> than two wells will be located on site Well elevations will be surveyed by a California <br /> licensed surveyor to the nearest 0 01-foot relative to mean sea level (MSL) Horizontal <br /> coordinates of the wells will be measured at the same time Horizontal coordinates are <br /> normally measured in California State Plane Coordinates Latitudes and longitudes are <br /> normally calculated for each well, per California Assembly Bill 2886 (Geotracker) <br /> requirements <br /> Exploratory boring logs and well construction details will be prepared for the final <br /> written report <br /> • <br /> M IFteld Practices%Fteld P&P With Air notary Drilling revised 02-2005 by SGB dor <br />
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