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SU0005732 SSNL
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SU0005732 SSNL
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Last modified
5/7/2020 11:31:43 AM
Creation date
9/4/2019 6:39:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005732
PE
2626
FACILITY_NAME
PA-0500714
STREET_NUMBER
23073
Direction
S
STREET_NAME
FREDERICK
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
22813021
ENTERED_DATE
10/26/2005 12:00:00 AM
SITE_LOCATION
23073 S FREDERICK RD
RECEIVED_DATE
10/26/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\F\FREDERICK\23073\PA-0500714\SU0005732\NL STDY.PDF
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EHD - Public
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KLEINFELDER <br /> `- We do not know of any existing and/or potential groundwater contamination issues in the project <br /> vicinity. There are no existing gas stations or dairies adjacent to the property. Seasonal <br /> fertilization of the orchards both on- and off-site is probably the largest contributor of nitrogen to <br /> groundwater in the project vicinity. <br /> On June 23, 2003, a representative with our firm obtained samples of groundwater using clean <br /> procedures from a faucet approximately 150 feet east of the domestic well near the northwest <br /> corner of the subject property. The samples were immediately placed in a chilled cooler, <br /> transported to our office, and stored in a refrigerator until they were picked up the next day by <br /> Sequoia Analytical using chain-of-custody procedures for DBCP and nitrate (N) testing. The <br /> results of the tests and a copy of the chain-of-custody are attached. <br /> 5. SOIL PROFILE <br /> The subsurface conditions at the site were explored at about 8:00 am on August 18, 2003, by <br /> drilling one boring to a depth of approximately 16 feet below existing grade. The boring was <br /> drilled using a Simco 2400 truck-mounted drill rig equipped with 6-inch O.D. solid-stem auger. <br /> The approximate boring and percolation test locations and approximate dimensions from <br /> reference points are presented on the site plan. <br /> Based on our findings, the subsurface soils encountered consisted predominately of silty sand_to <br /> a death of about 11 feet below the existing site grade underlain by interbedded silt and sand <br /> strata to the maximum depth explored. A more-detailed description of the subsurface conditions <br /> encountered during our field investigation is presented on the attached Log of Boring. Based on <br /> our prior experience, the moderately-permeable, near-surface sand in the project area yields <br /> percolation tests passing SJCEHD percolation requirements. <br /> As requested by Mr. Mike Huggins of the SJCEHD, soil samples were taken during the drilling <br /> of the soil profile boring and percolation holes. These samples were placed in sealable plastic <br /> bags, transported to our office, and stored in a refrigerator until they were picked up the same <br /> day by Sequoia Analytical using chain-of-custody procedures for Total Kjeldahal Nitrogen <br /> (TKN) testing. The results of the tests and a copy of the chain-of-custody are attached. The <br /> following table summarizes the sample locations and test results. <br /> Sample ID Location Depth, feet Test Result, mg/kg(or ppm) <br /> 21504 P-1 4 140 <br /> 21505 P-1 7 97 <br /> 21506 P-1 10 55 <br /> 21507 P-1 15 52 <br /> L21508 P-2 3.5 to 4 370 <br /> 6 21509 P-3 3.5 to 4 100 <br /> L <br /> L31917.G01/ST03Ri695 November 11,2003 <br /> ©2003 Kleinfelder,Inc. Page 3 of 7 <br /> L <br />
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