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SU0008268
Environmental Health - Public
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SU0008268
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Last modified
5/7/2020 11:33:25 AM
Creation date
9/6/2019 10:49:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0008268
PE
2622
FACILITY_NAME
PA-1000105
STREET_NUMBER
29467
Direction
S
STREET_NAME
LEHMAN
STREET_TYPE
RD
City
TRACY
APN
25333010
ENTERED_DATE
5/25/2010 12:00:00 AM
SITE_LOCATION
29467 S LEHMAN RD
RECEIVED_DATE
5/24/2010 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\L\LEHMAN\29467\PA-1000105\SU0008268\APPL.PDF \MIGRATIONS\L\LEHMAN\29467\PA-1000105\SU0008268\CDD OK.PDF \MIGRATIONS\L\LEHMAN\29467\PA-1000105\SU0008268\EH COND.PDF \MIGRATIONS\L\LEHMAN\29467\PA-1000105\SU0008268\EH PERM.PDF
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EHD - Public
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LOGE 1119: 29545 S. Lehman Rd. Page 2 <br /> April 18, 20111 <br /> Percolation Test Procedure <br /> Live Oak conducted the percolation test for the boring on April 15, 2011. Due to initial <br /> percolation rates observed, a four-hour test was selected. Water level measurements were <br /> taken every half-hour during this four-hour period. Ted Tasiopoulos, Senior Registered <br /> Environmental Health Specialist at the San Joaquin County Environmental Health Department, <br /> observed the last half-hour of the test. <br /> An electronic well sounder with a depth accuracy of 1/100" foot was utilized for the water level <br /> measurements. The water level was measured against a fixed reference point on the well <br /> casing. Measurements were recorded on the data sheet in decimal feet. When necessary after <br /> measuring the water level, the hole was refilled with water to a level of six inches above the <br /> bottom of the hole. <br /> Percolation Test Results <br /> The completed percolation test form is attached to this letter. The form was signed by Mr. <br /> Tasiopoulos and indicates a percolation rate for the hole based on the final water drop <br /> observed. <br /> Per San Joaquin County Environmental Health Department's definition, a shallow percolation <br /> test hole has a depth between 36 and 42 inches; a satisfactory percolation rate for a shallow <br /> test is less than or equal to 60 minutes per inch (min/in) drop. For the Site to utilize a standard <br /> septic system, one percolation test must demonstrate a satisfactory percolation rate within the <br /> proposed septic system disposal field. <br /> Details and results of the percolation test are summarized in the following table. <br /> Table 1. Percolation Test Summary <br /> Test No., Percolation Percolation Test Duration Comments <br /> Date Tested Test Rate (see note) <br /> Depth (ft.) (minutes/inch) <br /> P1, <br /> 4/15/11 3.4 8.9 4 hr. Satictory <br /> Shallow Test persfac. rate <br /> Note: A satisfactory percolation rate for a"shallow"test is less than or equal to 60 minutes per inch. <br /> Discussion of Percolation Test Results <br /> The soils within the sewage disposal area of the Site have demonstrated a satisfactory <br /> percolation rate for the use of a standard septic system in accordance with the requirements of <br /> the San Joaquin County Environmental Health Department. <br />
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