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FIELD DOCUMENTS
Environmental Health - Public
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EHD Program Facility Records by Street Name
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EL PINAL
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1932
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2900 - Site Mitigation Program
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PR0507209
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Last modified
8/1/2019 2:35:27 PM
Creation date
8/1/2019 1:21:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0507209
PE
2950
FACILITY_ID
FA0007737
FACILITY_NAME
STOCKTON UNIFIED SCHOOL DISTRICT
STREET_NUMBER
1932
Direction
N
STREET_NAME
EL PINAL
STREET_TYPE
DR
City
STOCKTON
Zip
95205
APN
11708027
CURRENT_STATUS
01
SITE_LOCATION
1932 N EL PINAL DR
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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TABLE 2 - SOIL CHARACTERIZATION OF DRAIN INLETS <br /> Drain Boring Over Drain Inlet(a) lateral Boring <br /> Inlet <br /> DI-1 SB-1 SB-2 <br /> Drilled to a depth of 10 feet below ground surface Drilled to a depth of 9 feet bgs. Dark brown clay at 2 to <br /> (bgs). Bottom of drain inlet is 3 feet bgs. Stained soil 3 feet bgs. Clay is semi-plastic and exhibited no odors. <br /> extends 6 to 7 feet bgs. 10-foot sample is a brown, 9-foot sample is a brown, clayey silt, dense, with no <br /> clayey silt with no odors or stains. Soil is dense. Driller odors or stains. Drilling slow due to dense soil. <br /> has trouble penetrating soil. <br /> SB-3 <br /> Drilled to a depth of 9 feet bgs. Encountered dark <br /> brown,semi-plastic clay at 2 to 3 feet bgs. No odors <br /> exhibited. At 5 feet bgs, a brown dense clayey silt <br /> encountered which extends to at least 9 feet bgs. <br /> Drilling slow due to dense soil. <br /> DI-2 SB-4 SB-5 <br /> Drilled to a depth of 10 feet. Bottom of drain inlet is at Collected sample at 8 feet bgs. Soil is brown, dense, <br /> 32"bgs. Stained soil extends 5 to 7 feet bgs. clayey silt,with no odors or stains. Dark brown clay <br /> Encountered dark brown, semi-plastic clay at 2 to 3 feet seen at 2 to 3 feet bgs. Slow drilling. <br /> bgs. 10-foot sample is a brown,clayey silt with no <br /> odors or stains. The soil is dense. Driller has trouble <br /> penetrating soil. <br /> SB-6 <br /> Collected sample at 8 feet bgs. Soil is brown, dense, <br /> clayey silt,with no odors or stains. Dark brown clay <br /> seen at 2 to 3 feet bgs. Slow drilling. <br /> DI-3 SB-7 SB-8 <br /> Drilled to a depth of 10 feet. Bottom of drain inlet is at Collected sample at 8 feet bgs. Sal is brown, dense, <br /> 35"bgs. Stained soil extends 5 to 7 feet bgs. clayey silt,with no odors or stains. Dark brown clay <br /> Encountered dark brown, semi-plastic clay at 2 to 3 feet seen at 2 to 3 feet bgs. Slow drilling. <br /> bgs. Sample collected at 8 feet bgs is a brown,clayey <br /> silt with no odors or stains. The soil is dense. Slow <br /> drilling. <br /> SB-9 <br /> Collected sample at 8 feet bgs. Soil is brown, dense, <br /> clayey silt,with no odors or stains. Dark brown clay <br /> seen at 2 to 3 feet bgs. Slow drilling. <br /> DI-4 SB-10 SBA 1 <br /> Drilled to a depth of 10 feet. Bottom of drain inlet is at Collected sample at 8 feet bgs. Soil is brown, dense, <br /> 27"bgs. Stained soil extends 5 to 7 feet bgs. clayey silt,with no odors or stains. Dark brown clay <br /> Encounter dark brown, semi-plastic clay at 2 to 3 feet seen at 2 to 3 feet bgs. Slow drilling. <br /> bgs. Sample is collected at 8 feet bgs which is a <br /> brown,clayey silt with no odors or stains. The soil is <br /> dense. Driller has trouble penetrating soil. <br /> SB-13 SB-12 <br /> Drilled to a depth of 13 feet bgs. Bottom of drain inlet is Collected sample at 8 feet bgs. Soil is brown, dense, <br /> at 27"bgs. Stained soil extends 5 to 7 feet bgs. clayey silt,with no odors or stains. Dark brown clay <br /> Encountered dark brown, semi-plastic clay at 2 to 3 feet seen at 2 to 3 feet bgs. Slow drilling. <br /> bgs. Sample collected at 13 feet bgs is a brown,clayey <br /> silt with no odors or stains. The soil is dense. Driller SB-14 <br /> has trouble penetrating soil. PETG liner mangled. Collected sample at 12 feet bgs. Soil is brown, dense, <br /> Collected sample in brass liner. clayey silt,with no odors or stains. Dark brown clay <br /> seen at 2 to 3 feet bgs. Slow drilling. <br /> a. See Figure 1 for location of soil borings. <br />
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