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2900 - Site Mitigation Program
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PR0544282
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Entry Properties
Last modified
6/23/2026 11:06:17 AM
Creation date
6/23/2026 9:01:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0544282
PE
2965 - RWQCB LEAD AGENCY WASTE DISCHARGE SITE
FACILITY_ID
FA0025168
FACILITY_NAME
ROUGH AND READY ISLAND, PORT OF STOCKTON
STREET_NUMBER
2201
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
16203007
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
2201 WASHINGTON ST STOCKTON 95203
Tags
EHD - Public
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• coarse gravel: 19 - 75 mm; <br /> • fine gravel: 4.75 - 19 mm; <br /> • coarse sand: 2.0 - 4.75 mm; <br /> • medium sand: 0.425 - 2.0 mm; <br /> • fine sand: 0.075 - 0.425 mm; <br /> • silt: 0.002 - 0.075 mm; or <br /> • clay: <0.002 mm. <br /> 3.4.5 Plasticity <br /> Plasticity is the property of sediment that allows it to deform in a fluid-like manner when <br /> stressed. Plasticity is divided in the USCS classification as high plasticity (H) or low <br /> plasticity (L). Only fine grained sediments demonstrate plasticity, with clays generally <br /> being more plastic than silts. Plasticity is best measured through laboratory testing of <br /> sediment Atterberg Limits. However,the following are several useful tests for estimating <br /> plasticity in the field: <br /> • Dry strength test — Water is added to a pat of soil until it is the consistency of <br /> putty and can be formed into a cube of approximately '/2-cubic inch. The soil will <br /> be allowed to dry completely in the sun. The dry strength is estimated by the <br /> difficulty of breaking the dried cube of sediment. Dry strength increases with <br /> plasticity, therefore highly plastic sediment(clay) will be more difficult to break, <br /> and less plastic sediment (silt and fine sands) will be less difficult to break. <br /> • Dilatancy test— Water is added to a pat of soil until it is the consistency of putty <br /> and is about '/2-cubic inch in volume. Place the sediment in the open palm of the <br /> hand and shake horizontally,tapping fingers of the other hand on to the palm next <br /> to the sediment. The appearance or lack of water on the surface, and the speed of <br /> the reaction should be noted. Next, squeeze the sediment and observe if this <br /> causes the water to disappear from the surface and the sample to stiffen and <br /> eventually crack or crumble. The rapidity of the appearance of water on the <br /> surface during shaking and disappearance of water while squeezing indicates low <br /> plasticity, while water will not rise to the surface of high plasticity sediment. <br /> • Toughness test—Water is added to a pat of soil until it is the consistency of putty <br /> and is about '/2-cubic inch in volume. The sample is rolled in the palm so that it <br /> forms a thread and is rolled until it falls apart. If the thread is less than 1/8-inch <br /> 9 <br />
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