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SU0004714
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SU0004714
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Last modified
1/7/2020 1:05:24 PM
Creation date
9/6/2019 11:06:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0004714
PE
2627
FACILITY_NAME
UP-98-22
STREET_NUMBER
500
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
APN
19119006
ENTERED_DATE
11/18/2004 12:00:00 AM
SITE_LOCATION
500 E LOUISE AVE
RECEIVED_DATE
1/3/1989 12:00:00 AM
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\L\LOUISE\500\UP-98-22\SU0004714\APPL.PDF \MIGRATIONS\L\LOUISE\500\UP-98-22\SU0004714\CDD OK.PDF \MIGRATIONS\L\LOUISE\500\UP-98-22\SU0004714\EH COND.PDF \MIGRATIONS\L\LOUISE\500\UP-98-22\SU0004714\EH PERM.PDF
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EHD - Public
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11 <br /> also was locally observed to be mixed with glass. At the explored locations, <br /> glass was encountered to a maximum depth of 16 ft. <br /> Where soil predominates, the surface fill materials are judged to be medium <br /> dense with localized loose and dense zones. Even where glass was not observed to <br /> be present, the sands are likely to be uncontrolled fill. <br /> Beneath the depth of alteration, the soils consist principally of alternat- <br /> ing deposits of clay and sand. A stratigraphic sequence composed primarily of <br /> lean clay was encountered at about 14- to 16-ft depth. At the six boring loca- <br /> tions within the plant area, the lean clay extends down to depths ranging from 30 <br /> to 39 ft. The clay is commonly sandy in texture and is interbedded with sand <br /> seams, layers, and lenses. The percentage of sand inclusions appears to be <br /> higher in the lower one-third of the stratum. In two of the borings (B-1 and <br /> B-5) , a 2- to 4-ft-thick sand layer was encountered near the base of the clay. <br /> The lean clay typically is stiff in consistency. <br /> Dense to very dense, silty fine to medium sand was encountered below the <br /> lean clay in all six borings. Borings 1, 4, 5, and 6, were terminated in this <br /> stratum. The surface of the silty sand was encountered at about E1 -20 ft to <br /> El -25 ft. In borings 2 and 3, the silty sand graded to a fine to coarse sand. <br /> The total thickness of sands was 11 ft in both borings. <br /> Very stiff, lean clay was encountered below the sand in borings 2 and 3. In <br /> boring 3, the lean clay extended down below 62-ft depth, the maximum depth <br /> explored. <br /> General subsurface profiles are presented on Plates 34 and 35. <br /> Glass and Glass By-Products <br /> Our observations in the five trenches that were excavated in March 1988, are <br /> shown on Plate 12. The approximate locations of these trenches also are shown on <br /> Plate 12. In the trenches, we observed extensive deposits of broken glass. The <br /> glass fragments are flat, angular pieces of glass that are typically on the order <br /> of 1/4-inch thick. Individual pieces range from fractions of an inch to 12 <br /> inches in size. In some trenches, the layers and lenses of plate glass are more <br /> than 2 ft thick. Where soil is intermixed with the glass, the soil consists <br /> primarily of sand and silt. The soil exposed in the trenches and encountered in <br /> our borings below or above the glass layers also consists primarily of fine sands <br /> and silts. <br /> 1144A/CC-11 C:'McClelland <br />
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