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SU0007803 SSNL
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SU0007803 SSNL
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Last modified
5/7/2020 11:33:15 AM
Creation date
9/4/2019 6:04:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007803
PE
2631
FACILITY_NAME
PA-0900150
STREET_NUMBER
23228
Direction
N
STREET_NAME
ELLIOTT
STREET_TYPE
RD
City
ACAMPO
APN
00728017
ENTERED_DATE
7/2/2009 12:00:00 AM
SITE_LOCATION
23228 N ELLIOTT RD
RECEIVED_DATE
7/2/2009 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\E\ELLIOTT\23228\PA-0900150\SU0007803\NL STDY.PDF
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EHD - Public
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fPercolation Test <br /> One shallow percolation test was conducted on the Site; the shallow soil boring <br /> discussed above was used for the percolation test hole (Plate 2). The deep boring was <br /> abandoned one hour into the test due to lack of movement of the water. Percolation <br /> test procedures conformed to San Joaquin County Environmental -Health -Department <br /> policy, <br /> Preparation and Presaturation of Percolation Test Holes <br /> f After the borings were advanced by hand auger and the soils logged, <br /> the test holes <br /> were completed for the percolation tests. Approximately 2 inches of pea gravel were <br /> placed in the bottom of each open soil boring, followed by a 1.5-inch diameter PVC pipe <br /> with perforations on the bottom. Pea gravel was then used to backfill a few inches of <br /> the annular space. <br /> LOGE presaturated the percolation test holes approximately 24 hours prior to the <br /> percolation test. The holes were filled with water to a height of 12 inches above the <br /> bottom of the boring for the presaturation. On the day of testing, the shallow hole was <br /> found to be intact and dry; the deep hole was intact but still contained presaturation <br /> water. <br /> Percolation Test Procedure <br /> LOGE conducted the percolation tests for the borings on October 22, 2009. Due to <br /> initial percolation rates Observed, a four-hour test was required. The deep boring was <br /> abandoned one hour into the test due to lack of movement of the water. Water level <br /> measurements were taken every half-hour during this four-hour period. Michael <br /> Escotto, Senior RegisteredEnvironmental Health Specialist at the San Joaquin County <br /> Environmental Health Department, observed the last half-hour of the test. <br /> An electronic well .sounder with .a depth -accuracy of 1.11.0.0t" foot was .utilized .for the <br /> water level measurements. The water level was measured against a fixed reference <br /> point on the well casing. Measurements were recorded on the data sheet in decimal <br /> feet. When necessary after measuring the water level, the hole was refilled with water <br /> to a level of six inches above the bottom of the hole. <br /> Percolation Test Results <br /> The completed percolation test form is included in Appendix 3 of this report. The form <br /> was signed by Mr. Escotto and indicates a percolation rate for the hole based on the <br /> final water drop observed. <br /> Per San Joaquin County Environmental Health Department's definition, a shallow <br /> .percolation test hole has a depth between 36 and 42 inches; a satisfactory percolation <br /> LOGE0915 Page 6 <br />
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