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SU0004973 SSNL
Environmental Health - Public
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SU0004973 SSNL
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Last modified
5/7/2020 11:31:22 AM
Creation date
9/6/2019 10:05:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004973
PE
2631
FACILITY_NAME
PA-0300399
STREET_NUMBER
15933
Direction
S
STREET_NAME
MANTHEY
STREET_TYPE
RD
City
LATHROP
APN
19120010
ENTERED_DATE
4/7/2005 12:00:00 AM
SITE_LOCATION
15933 S MANTHEY RD
RECEIVED_DATE
4/5/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\M\MANTHEY\15933\PA-0300399\SU0004973\NL STDY.PDF
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EHD - Public
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KLEINFELDER <br /> As stated previously, the residence is connected to the public water supply. We understand that <br /> nitrate and DBCP testing is not required for this project. We understand that the on-site <br /> agricultural well is not currently used. Therefore, groundwater is not being used on the site. <br /> We understand that the well will be used as a fire department supply well. <br /> We do not know of groundwater contamination issues at the site at this time. There are no on- <br /> site underground storage tanks or adjacent dairies. The potential exists for groundwater to be <br /> contaminated through the use of pesticides and herbicides on nearby agricultural fields. <br /> 6 ' Potential sources of nitrate to soil and groundwater include fertilizer that may be used in the <br /> area, waste from any animals kept on the site, and septic usage. <br /> 5. SOIL PROFILE <br /> 6. The subsurface conditions at the site were exploo before noon on December 13, 2004 by <br /> drilling a boring to a depth of about 15 feet below existing grade. The boring was drilled using <br /> a Simco 2400 truck-mounted drill rig equipped with 4%2-inch O.D. solid-stem auger. The <br /> 110. approximate location of the test boring and dimensions from a reference point are presented on <br /> the Plate 2. A representative with our firm maintained a log of the boring and visually <br /> classified the soils encountered according to the Unified Soil Classification System (see Plate <br /> 3). <br /> Based on our findings, the subsurface soil encountered in our boring consisted predominately <br /> of fine-grained silty sand to a depth of about 5%2 feet below the existing ground surface, <br /> underlain by interbedded strata of relatively "clean" sand, silty sand, and sandy silt to a depth <br /> of about 11 feet. These soils were further underlain by relatively `clean" sand to the maximum <br /> depth explored. A key to the Log of Boring is presented on Plate 4. A more detailed <br /> description of the subsurface conditions encountered during our field investigation are <br /> presented on the Log of Boring, Plates 5. <br /> L <br /> The Soil Survey of San Joaquin County, California published by the U.S. Department of <br /> Agriculture, Soil Conservation Service (1992) refers to the near-surface soil within the project <br /> area as belonging to the Veritas soil series (Map Symbol 266). This soil is described as having <br /> "moderate" percolation characteristics for septic tank absorbtion. Other attributes are given in <br /> the table below: <br /> Map Available Water Capacity, Organic <br /> ` Symbol Soil Name inches/inch pH Contentpercent <br /> 266 Veritas 0.12 -0.15 7.4-8.4 1 - 2 <br /> L <br /> L <br /> L52251.GOIISTOSR192 February 17,2005 <br /> ©2005 Kleinfelder,Inc. Page 3 of 8 <br />
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