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2900 - Site Mitigation Program
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PR0009004
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Last modified
9/17/2020 5:39:23 PM
Creation date
9/17/2020 4:46:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0009004
PE
2954
FACILITY_ID
FA0004061
FACILITY_NAME
MCCORMICK & BAXTER CREOSOTING
STREET_NUMBER
1214
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95201
APN
14520001
CURRENT_STATUS
01
SITE_LOCATION
1214 W WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SAN JOAQUIN LOCAL HEALTH DISTRICT <br /> APPLICATION FOR PERMIT <br /> (Supplemental Information) <br /> The three proposed wells are located as shown on the attached <br /> Plate 1 . These locations have been selected primarily on <br /> the basis of the technical needs of the groundwater study <br /> that is underway. A secondary consideration was the suit- <br /> ability of the individual sites in terms of ease of construc- <br /> tion, whether they are out of the way, and whether they will <br /> interfere with other City operations . <br /> All drilling locations , methods , and well designs will be <br /> approved by the DHS and RWQCB prior to commencement of our <br /> field operations. <br /> PROPOSED MONITORING WELL DESIGN <br /> The wells to be constructed at each of the proposed sites <br /> will be 6 inches in diameter, 250 feet deep (approximately) , <br /> will be screened in the bottom 20 feet, have a gravel pack <br /> surrounding the screen, and will be grouted from the top of <br /> the gravel pack up to the surface. Stainless steel well <br /> screen and steel casing will be used to construct the well. <br /> The wellhead completion will be flush with the ground sur- <br /> face. A christy (water meter) type box, including steel <br /> lid, will be set in a 2 feet by 2 feet finished concrete <br /> pad. Inside the box, there will be a locking steel cover on <br /> the well casing. Small submersible pumps may be permanently <br /> installed in each well. <br /> The methodology involved in constructing the wells at each <br /> site , will be as follows : 1) drill a small diameter mud <br /> rotary pilot borehole for geophysical logging down to about <br /> 400 feet, abandon by tremie grouting; 2) approximately <br /> 10 feet from the pilot borehole, drill a cased air rotary <br /> borehole for depth sampling of water in various aquifers <br /> down to about 250 feet; 3) remove casing from the air rotary <br /> borehole and ream out by mud rotary methods to 14 inches in <br /> diameter; 4) install a 6-inch diameter steel monitoring well <br /> and complete wellhead; 5) develop the well and perform test <br /> pumping and water sampling. <br /> PROPOSED MONITORING WELL LOCATIONS <br /> The proposed monitoring well locations are shown on Plate 1 . <br /> Details regarding each location are as follows: <br />
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