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SU0012939 SSNL
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SU0012939 SSNL
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Entry Properties
Last modified
1/16/2020 11:13:54 AM
Creation date
9/4/2019 11:30:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0012939
PE
2690
FACILITY_NAME
LA-01-73
STREET_NUMBER
12897
Direction
S
STREET_NAME
COMETA
STREET_TYPE
RD
City
OAKDALE
Zip
95360-
APN
20726011
ENTERED_DATE
1/16/2020 12:00:00 AM
SITE_LOCATION
12897 S COMETA RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\C\COMETA\12897\LA-01-04\NL STDY.PDF
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EHD - Public
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October 12,2000 <br /> Job Number.LGllo-312 <br /> Page 6 <br /> and clay.6 The older Laguna Formation is commonly found along the eastern Sacramento/Central <br /> Valley and is composed of interbeded alluvial gravel, sand, and silt.6 Pebbles and cobbles of <br /> quartz and metamorphic rock fragments dominate the gravels,but the matrix of the gravelly units <br /> and finer sediments are invariably arkosic.6 -The Laguna Formation displays highly dissected <br /> rolling topography with tens'of meters of relief 6 The Laguna Formation is estimated to be about <br /> 65-feet thick south of Sacramento.` <br /> Assuming the well drillers log of the on-site well is reasonably accurate,there were <br /> twenty-three(23)measurable layers encountered. The layers located between 4-feet and 232-feet <br /> j sand and clay. One 1 l-foot thick gravel layer was <br /> in depth are mostly composed of alternating <br /> also noted. The thickest sand layer was 24-feet thick beginning at a depth of 14-feet. The thickest <br /> top is located at a depth of 120-feet. Most of the sandy layers <br /> clay layer was 41-feet thick and the <br /> appear to be generally thin and bounded by clay layers of similar thickness. The average,thickness <br /> of the sandy layers is 7.8-feet,the average thickness of clay layers is 13.8-feet(see appendix for <br /> drillers log). The drillers log, geologic literature,borings, suggest the aquifer is heterogeneous <br /> and which probably restricts the downward-vertical flow of recharge from surface sources. <br /> The surface soils located at the proposed project location are described by by the San <br /> Joaquin County Soil Survey as either the Jahant loam, San Joaquin Sandy Loam, and the San <br /> e 7).'For general background information,the following table <br /> Joaquin Urban Land Complex(Plat <br /> presents some general engineering properties for the given soil. <br /> Table of Selected Soil Properties Located on the Site <br /> From the San Joaquin County Soil Survey (Plate 7).' <br /> Soil Name and Depth(in) Used Soil Salinity <br /> Soil Septic tank <br /> Map Symbol Classification mmhos/cm Reaction absorption <br /> PH fields <br /> Jahant loam,2 0-5:Loam. W <2 6.1-7.3 Severe: peres <br /> to 8 percent 5-31:Loam,clay loam CL-ML,CL <2 6.17'.3 slowly. <br /> Slopes, 183 31-49: Clay,clay loam. CH,CL <2 6.1-7.3 <br /> 49-53: Cemented <br /> 53-6o:indurated- — — — <br /> San Joaquin o-10: Sandy loam. SM <2 5.6-6.5 Severe:peres <br /> sandy loam,2 to 10 20: Clay loam,clay. CL <2 6.1-7.8 slowly. <br /> 5 percent slopes, 20-60-Indurated- — <br /> 237 <br /> - <br /> 237 <br /> � s. <br />
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