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SU0000093 SSNL
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Entry Properties
Last modified
11/22/2019 9:56:03 AM
Creation date
11/22/2019 9:48:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000093
PE
2622
FACILITY_NAME
MS-99-15
STREET_NUMBER
26250
Direction
E
STREET_NAME
CARTER
STREET_TYPE
RD
City
ESCALON
ENTERED_DATE
8/8/2001 12:00:00 AM
SITE_LOCATION
26250 E CARTER RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\gmartinez
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EHD - Public
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k" KLEINFELDER <br /> An employee owned company <br /> n: <br /> File No. 20-4322-01.G01 <br /> October 12, 1999 <br /> Mr. George TeVelde <br /> 2107 Ladd Road <br /> Modesto, CA 95356 <br /> Subject: REPORT OF PERCOLATION TESTING <br /> 26250 CARTER ROAD <br /> ESCALON, CALIFORNIA <br /> Dear Mr. TeVelde: <br /> As requested, on October 6, 1999,personnel of our firm drilled one soil profile boring and set-up <br /> two percolation test holes on the subject project site. The boring and percolation tests were <br /> performed at locations shown to us in the field by the owner, and the approximate locations are <br /> indicated on Plate A-1 included with this report. Our services were provided as outlined in our <br /> proposal dated September 16, 1999 and with your written authorization of September 17, 1999. <br /> The boring and percolation test holes were drilled with a truck-mounted drill rig equipped with <br /> 6-inch diameter, continuous-flight augers. The soil profile boring was drilled to a depth of <br /> approximately 15 feet, and the test holes were drilled to depths of approximately 3 and 51/2 feet <br /> below existing ground surface. A log of the soils encountered in the boring is included as Plate <br /> A-4. The soils were classified according to the Unified Soil Classification System which is <br /> described on Plate A-2; a key to the Log of Boring is presented on Plate A-3. A small amount <br /> of gravel was placed in the bottom of each test hole, the test holes were cased with slotted PVC <br /> pipe, and the test holes were partially filled with relatively-clean water and left to soak overnight. <br /> As indicated on the Log of Boring, clay soils were encountered to a depth of approximately 6 feet <br /> where sandy soils were encountered and extended to the maximum depth explored of <br /> approximately 15 feet. We note that the soils encountered in the percolation test holes varied in <br /> that the sandy soils were encountered closer to the surface. Sandy soils were encountered in test <br /> holes P-1 and P-2 at depths of approximately 2%2 and 41/2, respectively. <br /> On October 7, 1999, a representative of our firm returned to the site to perform the percolation <br /> tests per San Joaquin County guidelines. The tests were performed for four hours, and the last <br /> thirty minutes of each test were used to calculate the percolation rates indicated in the following <br /> table. The County approved percolation field test sheet is included with this report. <br /> 204322-O1.G01/2019R917 October 12, 1999 <br /> © 1999 Kleinfelder,Inc. Page 1 of 2 <br /> KLEINFELDER 2825 East Myrtle Street,Stockton,CA 95205-4794 (209)948-1345 (209)948-0621 fax <br />
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