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SU0004394_SSNL
Environmental Health - Public
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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2600 - Land Use Program
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SA-01-90
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SU0004394_SSNL
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Last modified
11/19/2024 1:52:15 PM
Creation date
9/8/2019 12:51:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004394
PE
2632
FACILITY_NAME
SA-01-90
STREET_NUMBER
11492
Direction
N
STREET_NAME
STATE ROUTE 99
City
LODI
APN
05916079
ENTERED_DATE
5/19/2004 12:00:00 AM
SITE_LOCATION
11492 N HWY 99
RECEIVED_DATE
12/21/2001 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\N\HWY 99\11492\SA-01-90\SU0004394\NL STDY.PDF
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EHD - Public
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April 3,2001 <br /> -- Job Number: LGOl-074 <br /> Page 6 <br /> alluvium, alluvial terraces, and abandoned channel ridges. The Modesto Formation consists of <br /> tan and light-gray gravely sand, silt, and clay.' <br /> The surface and near surface soils located at the proposed project location are reported to <br /> be the Acampo sandy loam(no. 10 1) and the Hollenbeck(no. 173) ( <br /> western 25 percent of the site is mapped as the Hollenbeck silty cla} /_/ y b <br /> Acampo sandy loam. The following is an excerpt of selected engin( <br /> soil. <br /> Table 3. � 1 -fS <br /> Selected Soil Properties of the Acampo Sandy Loam and 1 <br /> (San Joaquin County Soil Survey Repoi 444 <br /> Soil Name and Depth(in) Unified Soil Salinity <br /> .. Map Symbol Classification mmhos/cm II� <br /> Acampo sandy 0-19: Sandy loam SM <2 �L / <br /> loam,0 to 2 19-47: Sandy loam,fine SM <2 <br /> percent slopes, sandy loam,coarse sandy <br /> 101. (Approx. loam. <br /> _ the western 47-49: Indurated. --- --- <br /> 25%of site). 49-60: Cemented. --- <br /> Hollenbeck 0-10: Silty clay. CH,CL <2 / <br /> silty clay,0 to 2 10-37:Clay,silty clay. CH,CL <2 W l 'L <br /> percent slopes, 37-42: Silty clay loam, CL <2 ` <br /> 173.(Approx. clay loam. <br /> the eastern 75% 42-60: Cemented --- --- <br /> of site). <br /> Note: The table descriptions do not necessarily reflect site-specific soil propertie <br /> Two 10-foot deep borings were drilled in the primary and alternate septic disposal fields <br /> to characterize the subsurface conditions at each location. Several other soil borings were drilled <br /> and did not encounter suitable permeable material. Plate 1 identifies the locations where <br /> permeable soils were found and a successful percolation test was conducted. A boring log, <br /> attached in the appendix, describes the soils and the depth which an adjacent percolation test hole <br /> 6 USDA Soil Conservation Service,Soil Survey of San Joaquin County,California, Sheet 12. <br /> Z <br /> r <br />
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