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SU0005355 SSNL
Environmental Health - Public
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SU0005355 SSNL
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Last modified
5/7/2020 11:31:38 AM
Creation date
9/6/2019 11:02:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005355
PE
2611
FACILITY_NAME
SU-98-02
STREET_NUMBER
26510
Direction
E
STREET_NAME
LONE TREE
STREET_TYPE
RD
City
ESCALON
APN
22908007,09
ENTERED_DATE
8/30/2005 12:00:00 AM
SITE_LOCATION
26510 E LONE TREE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\L\LONE TREE\26510\SU-98-02\SU0005355\SS STDY.PDF
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EHD - Public
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KLEINFELDER <br /> • Recommended site preparation and grading <br /> • Summary of geologic hazards <br /> • Nitrate loading calculations <br /> IV. SITE CONDITIONS <br /> At the time of our field explorations, the majority of the relatively-flat site consisted of rice field <br /> stubble. The site was surrounded by additional farmland to the east and west, Lone Tree Road to <br /> the north, and Bruerer Lane to the south . An existing residence and landscaping are located near <br /> the center of the site off Lone Tree Road. We understand that a well is located in the back corner <br /> of the property, however, the power has been disconnected. The locations of underground <br /> imgation lines or utilities and/or any other buried objects at the site are not known to our firm at . <br /> this time. <br /> V. FIELD EXPLORATIONS <br /> The field explorations for this investigation were performed on January 14, 1999, and consisted <br /> of drilling six test borings and performing percolation tests in these borings. The borings <br /> extended to depths of approximately 10 to 15 feet, and the percolation tests were performed at <br /> depths of approximately 9%2 to 15 feet below existing ground surface. The borings were located <br /> by pacing in the field and were drilled with truck-mounted drill equipment using 4-inch diameter, <br /> continuous-flight augers. Continuous logs of the soils encountered in the borings were <br /> maintained, and relatively undisturbed soil samples were obtained for visual observation, <br /> classification, and laboratory testing. The soils were collected by driving an approximate 2-inch <br /> inside-diameter sampler into the soils using a 140-pound hammer falling approximately 30 <br /> inches. The number of blows required to advance the sampler into the soils is noted on the Logs <br /> of Borings, Appendix, Plates A-4 through A-9 at the corresponding sample locations. <br /> VI. SOIL CONDITIONS <br /> The surface soils encountered in the borings consisted of dark gray-brown sandy to clayey silts <br /> that extended to depths varying from approximately 1/2 to 1 foot below existing ground surface. <br /> Beneath the dark gray-brown silt soils. red to gray brown sandy to silty clays and sandy to clayey <br /> silts were generally encountered and extended to depths varying from approximately 2 to 5 feet. <br /> Beneath the red to gray-brown clay and silt soils generally light brown to brown layers of sands, <br /> clays, and silts were encountered and extended to the maximum depths explored. <br /> 20-4280-0I.GOI/2019R150 Page 2 of 12 <br /> Copyright 1999 Kleinfelder, Inc. April 14, 1999 <br />
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