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SU0003877 SSNL
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SU0003877 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:12 AM
Creation date
9/6/2019 10:33:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003877
PE
2622
FACILITY_NAME
PA-0300203
STREET_NUMBER
22205
Direction
N
STREET_NAME
JOHNSON
STREET_TYPE
RD
City
CLEMENTS
ENTERED_DATE
5/11/2004 12:00:00 AM
SITE_LOCATION
22205 N JOHNSON RD
RECEIVED_DATE
5/13/2003 12:00:00 AM
QC Status
Approved
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FilePath
\MIGRATIONS\J\JOHNSON\22205\PA-0300203\SU0003877\NL STDY.PDF
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EHD - Public
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i <br /> KLEINFELDER <br /> Lvineyards/agricultural crops and any cattle waste both on- and off-site are probably the largest <br /> contributors of nitrogen to groundwater in the project vicinity. <br /> On October 13, 2003, a representative with our firm obtained samples of groundwater using <br /> clean procedures from the previously mentioned well located in proposed parcel 4. The <br /> samples were immediately placed in a chilled cooler, transported to our office, and stored in a <br /> refrigerator until they were picked up the same day by Sequoia Analytical using chain-of- <br /> custody procedures for DBCP and nitrate (l) testing. The results of the tests and a copy of the <br /> chain-of-custody are attached. <br /> 5. SOIL PROFILE <br /> r <br /> The subsurface conditions at the site were explored at about 6:00 am on October 20, 2003, by <br /> drilling one boring on each of the proposed 4 parcels to depths of between approximately 5 to <br /> ►- 10 feet below existing grade. The borings were drilled using a Simco 2400 truck-mounted drill <br /> rig equipped with 6-inch O.D. solid-stem auger. The approximate boring / percolation test <br /> locations and approximate dimensions from reference points are presented on the site plan. <br /> Based on our findings, the subsurface soils encountered consisted predominately of silty sand <br /> to the maximum depths explored. Between 1 and 1-%: feet of surficial sandy silt was <br /> encountered at the percolation test locations on proposed Parcels 1 and 3. More-detailed <br /> descriptions of the subsurface conditions encountered during our field investigation are <br /> presented on the attached Logs of Borings. Based on ournn 'or e2tperienre the moderately <br /> permeable, near-surface sand in the project area yields percolation tees nas iAg S_ TCEHD <br /> percolation requirements. <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 soils within the project <br /> area as belonging to the Hicksville, Madera, Pentz, and Pentz / Bellota soil series (Map <br /> Symbols 170, 195, 207, and 209, respectively). The soils are described as having severe <br /> percolation characteristics due to depth to bedrock and possible cementation. Other attributes <br /> are given in the table below: <br /> Map Available Water Organic Content, <br /> Symbol Soil Name Capacity, inches/inch pH percent <br /> 170 Hicksville 0.11-0.20 6.1-7.8 1-3 <br /> 195 Madera 0.04-0.08 6.6-8.4 <1 <br /> 207 Pentz 0.11-0.15 5.6-7.3 1-3 <br /> 209 Pentz/Bellota 0.04-0.06 6.1-7.3 <2 <br /> V <br /> L <br /> L37050.G01/ST03R1750 November 20,2003 <br /> ©2003 Kleinfelder,Inc. Page 3 of 6 <br />
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