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Environmental Health - Public
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EHD Program Facility Records by Street Name
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120 (STATE ROUTE 120)
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21801
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2900 - Site Mitigation Program
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PR0516259
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Entry Properties
Last modified
11/19/2024 4:01:48 PM
Creation date
4/1/2020 3:39:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516259
PE
2960
FACILITY_ID
FA0012534
FACILITY_NAME
BARREL TEN QUARTER CIRCLE LAND CO
STREET_NUMBER
21801
Direction
E
STREET_NAME
STATE ROUTE 120
City
ESCALON
Zip
95320
APN
20525002
CURRENT_STATUS
01
SITE_LOCATION
21801 E HWY 120
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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Kennedy/Jenks Consultants <br /> The following rules apply for the written description of the soil group name: <br /> Types of Soil Rule <br /> Silts and clays with sand and/or gravel 5 to 15 percent sand and/or gravel <br /> Sandy or gravelly silts or clays Greater than 15 percent sand and/or gravel <br /> The following are basic facts about fine-grained soil classification: <br /> • The basic symbol M is used if the soil is mostly silt, while symbol C applies if it consists <br /> mostly of clay. Use of symbol O indicates that organic matter is present in an amount <br /> sufficient to influence soil properties. The symbol Pt indicates soil that consists mostly of <br /> organic material. <br /> • Modifying symbols are based on the following hand tests conducted on a soil sample: <br /> - Dry strength (crushing resistance : none, low, medium, high, very high) <br /> - Dilatancy (molded ball reaction to shaking: none, slow, rapid) <br /> - Toughness (resistance to rolling or kneading near plastic limit : low, medium, high) <br /> - Plasticity (nonplastic, low, medium, high). <br /> • Soil designated ML has little or no plasticity and can be recognized by none to low dry <br /> strength, slow to rapid dilatency, and low toughness. <br /> • CL (lean clay) indicates soil with medium plasticity, which can be recognized by medium to <br /> high dry strength, no or slow dilatency, and medium toughness. <br /> • OL is used to describe an organic, fine-grained soil that is less plastic than CL soil and can <br /> be recognized by low to medium dry strength, medium to slow dilatency, and low toughness. <br /> In some cases, it may be possible to differentiate organic silts (OL) from organic clays (OH), <br /> based on correlations between dilatancy, dry strength, toughness, or laboratory tests. <br /> • MH soil has low to medium plasticity and can be recognized by low to medium dry strength, <br /> no to slow dilatency, and low to medium toughness. <br /> • Soil designated CH (fat clay) has high plasticity and is recognizable by its high to very high <br /> dry strength, no dilatency, and high toughness. <br /> • OH is used to describe an organic fine-grained soil that is less plastic than CH soil and can <br /> be recognized by medium to high dry strength, slow dilatency, and low to medium <br /> toughness. In some cases, it may be possible to differentiate organic silts (OL) from organic <br /> clays (OH), based on correlations between dilatancy, dry strength, toughness, or laboratory <br /> tests. <br /> Note: PT (peat) is used to describe a highly organic soil composed primarily of vegetable tissue <br /> with a fibrous to amorphous texture, usually a dark brown to black color, and an organic odor. <br /> Monitoring Well Installation Work Plan, B-6 <br /> Barrel Ten Quarter Circle Land Company, Escalon, California <br /> \\SFO\Groups\I S-Group\Admi n\Job\03\030118.27_BT QCLC\09-Reports\M W-Install-W Pln\Appendi x\APP_B.doc <br />
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