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COMPLIANCE INFO
Environmental Health - Public
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EHD Program Facility Records by Street Name
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EIGHT MILE
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2900 - Site Mitigation Program
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PR0544641
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COMPLIANCE INFO
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Last modified
2/12/2020 1:39:52 PM
Creation date
2/12/2020 11:46:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0544641
PE
2965
FACILITY_ID
FA0001783
FACILITY_NAME
HOLMAN INVESTORS LLC
STREET_NUMBER
3200
Direction
E
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95212
APN
12202019
CURRENT_STATUS
02
SITE_LOCATION
3200 E EIGHT MILE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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Each monitor 11 was finished with a lo�..ing cover set into <br /> concrete. A watertight, locking cap sealed the well casing <br /> inside the cover. Each cover was set above the existing <br /> grade to provide additional protection against infiltration <br /> of surface water. <br /> The monitoring wells were developed using a pneumatic pump <br /> and new polyethylene tubing. The wells were purged until <br /> purgewater was cleared of fines or ten well volumes were <br /> removed. <br /> 2. 2 Soil Sampling <br /> Soil samples were collected continuously from boring MW1, <br /> and at approximately five foot intervals from the remaining <br /> borings using a 2-inch inside diameter split spoon sampler <br /> containing three brass tubes . The sampler was driven 18 <br /> inches beyond the tip of the augers by a 140-pound hammer <br /> dropping 30 inches. The number of blows required to advance <br /> each six inch interval was counted and recorded as an aid to <br /> assessing the surficial geology of the site. The sampler <br /> was then retrieved from the boring, and the sample tubes <br /> were extracted from the sampler. <br /> Drill cuttings and drive samples were logged by an experi- <br /> enced field geologist using the Unified Soil Classification <br /> System. Descriptions of the soil types and well construc- <br /> tion details recorded on a boring/well log are included in <br /> Appendix I. <br /> 2.3 Groundwater Sampling and Analysis <br /> The volume of water in each well was calculated before <br /> collecting groundwater samples. Approximately three well <br /> volumes of water were evacuated from each well using a <br /> pneumatic pump. Turbidity, conductivity, pH, and tempera- <br /> ture were monitored during the purging of each well and were <br /> allowed to stabilize prior to collecting samples for analy- <br /> sis. <br /> Water samples were collected from each well using a clean <br /> teflon bailer. The sample water was transferred from the <br /> bailer to the appropriate sample containers with as little <br /> agitation as possible. <br /> Sample containers were labeled with the following informa- <br /> tion: well number, site location, date and time of sample <br /> collection, type of analysis requested, and the initials of <br /> the person collecting the sample. The samples were placed <br /> on ice and submitted to Sequoia Analytical Laboratories (DHS <br /> Cert . #1210 ) . A chain-of-custody form accompanied the <br /> groundwater samples from the site to the laboratory to serve <br /> as a record of sample possession. <br /> 2 <br />
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