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SU0009372 SSNL
Environmental Health - Public
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SU0009372 SSNL
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Last modified
11/22/2019 10:36:54 AM
Creation date
9/4/2019 5:25:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0009372
PE
2632
FACILITY_NAME
PA-1200192
STREET_NUMBER
23627
Direction
N
STREET_NAME
DE VRIES
STREET_TYPE
RD
City
LODI
Zip
95240-
APN
00304003
ENTERED_DATE
10/5/2012 12:00:00 AM
SITE_LOCATION
23627 N DE VRIES RD
RECEIVED_DATE
10/5/2012 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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\MIGRATIONS\D\DE VRIES\23627\PA-1200192\SU0009372\NL STDY.PDF
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EHD - Public
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PERCOLATION TESTS <br /> Information on the Percolation Tests and the data from the Percolation Tests will be presented <br /> in a separate report <br /> SEISMICITY <br /> The site is located approximately 45 Kilometers northeast of the Vaca-Kirby Full-Montezuma <br /> Hills/e Fault Zone. This fault has a potential to cause moderate strength seismic events. <br /> The site is located at 38.12310 latitude and-121.21709 longitude. We recommend that your <br /> structural engineer use these coordinates to obtain the latest seismic design criteria. The site <br /> class is D for the site. <br /> FIELD INVL'STIGATION <br /> Our field investigation included a visual reconnaissance of the existing surface condition, a <br /> subsurface exploratory boring and obtaining representative soil samples for laboratory testing. <br /> Subsurface conditions were explored by drilling one boring which was 24.0 feet deep, using a <br /> NATS B-61 drill rig. The log of this boring which presents descriptions and classifications of <br /> the soil strata encountered using the Unified Soil Classifications System has been included in <br /> Appendix A. A Unified Soil Classification symbol explanation has been included as Plate 1. <br /> The boring location is shown on Figure 2 <br /> Representative soil samples were obtained from the boring at selected depths for <br /> transportation to our laboratory. The samples recovered consisted of relatively undisturbed <br /> brass liner samples and disturbed bag samples. The samples are recovered by driving a 2-1/2 <br /> inch and 1 3/8 inch sampler into the ground. The samplers were driven by repeatedly <br /> dropping a hammer weighting 140 pounds from a height of 30 inches. The number of blows <br /> were recorded and are expressed on the boring log in a number representing blows per foot. <br /> The blow count provides a measure of soil strength as it relates to soil's in situ consistency or <br /> condition. <br /> The samples were obtained from the borings generally at intervals not exceeding five feet. <br /> LABORATORY TESTING <br /> Classification <br /> Soils were visually classified according to the Unified Soil Classification System, as presented <br /> in the boring log in Appendix A. Most of the laboratory testing program was designed to <br /> review classifications made in the field. <br /> (3) <br />
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