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SU0012819 SSNL
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SU0012819 SSNL
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Last modified
1/9/2020 4:07:45 PM
Creation date
9/4/2019 10:33:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0012819
PE
2632
FACILITY_NAME
PA-0500019
STREET_NUMBER
3156
Direction
N
STREET_NAME
BOZZANO
STREET_TYPE
RD
City
STOCKTON
Zip
95215-
APN
10111076
ENTERED_DATE
1/9/2020 12:00:00 AM
SITE_LOCATION
3156 N BOZZANO RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\sballwahn
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FilePath
\MIGRATIONS\B\BOZZANO\2908\PA-0200237\SS STDY.PDF
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EHD - Public
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f ;1n employee otrnerl rrnny.zr.y <br /> Pile No, 30218 <br /> August 23, 2001 <br /> i <br /> Mr. Randy Roget <br /> Stockton Wholesale Lumber Co., Inc. <br /> P.O. Box 8006 <br /> Stockton, CA 95208 <br /> Subject: SOILS SUITABILITY TESTING <br /> 2900 BOZZANO ROAD <br /> ,SAN JOAQUIN COUNTY, CALIFORNIA � <br /> Dear Mr. Roget: <br /> As requested, Kleinfelder has completed our soil suitability (percolation) testing for the subject , <br /> project site. On August 15, 2002, .we explored the subsurface conditions within the proposed <br /> leach held area by drilling one boring to a depth of about 25 feet below existing site grade. The <br /> boring was drilled using a Simco 2400 truck-mounted drill rig equipped with 4-incl O.D. solid- <br /> stem auger- Once the boring was complete, we installed three percolation tests near the boring at <br /> depths of about 3.2, 9.5 and 25 feet below site grade. <br /> Based on our findings, the subsurface soils encountered consisted predominately of sandy clay to <br /> a depth.of about 7.5 feet below site grade, underlain by clayey silt with sand to a depth of about 9 <br /> feet. These soils were underlain by silty sands to a depth of about 12 feet, followed by <br /> interbedded clayey silts, sandy clays, and silty clays to the depth explored. Groundwater was not <br /> encountered. <br /> The percolation tests were.performed in accordance with accepted guidelines using clear potable 1 <br /> i <br /> water. The procedure calls for first placing about 2 inches of fine gravel at the bottom of the j <br /> bare hole, installing a perforated PVC casing, and then placing additional gravel. The holes were <br /> then pre-soaked with water at least 24 hours prior to performing the tests. The tests are <br /> performed by first adding a head of water to the test holes. From a fixed reference point, the l <br /> drop in water level was measured in approximate 30-minute intervals, refilling as necessary to <br /> maintain the original head of water over the gravel. Under the observation of a sanitarian from <br /> the San Joaquin County Public Health Services (SJCPHS) department, the last 30-minute reading <br /> at test locations P-1 and P-2 was recorded and used to calculate the percolation rate in minutes <br /> per inch. At our request, the sanitarian did not observe the final test reading at test location P-3 <br /> since an adequate percolation test result was obtained at a depth of 9.5 feet (P-2), and we did not <br /> s <br /> want to incur fees for permitting an additional test. The estimated percolation rates at each test <br /> li <br /> 30218/ST02R412 August 23,2002 <br /> O 2002 Kleinfelder,Inc. Page t of 2 <br /> KLEINFELDFR 2825 Last Ntyrtle Street, Stockton, CA 95205-4794 (209) 948-1345 (209) 948-0621 fax <br />
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