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SU0004231 SSNL
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SU0004231 SSNL
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Entry Properties
Last modified
11/19/2024 10:19:59 AM
Creation date
9/4/2019 6:01:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004231
PE
2632
FACILITY_NAME
PA-0300487
STREET_NUMBER
3737
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
APN
23907003
ENTERED_DATE
5/14/2004 12:00:00 AM
SITE_LOCATION
3737 W ELEVENTH ST
RECEIVED_DATE
9/24/2003 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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FilePath
\MIGRATIONS\E\ELEVENTH\3737\PA-0300487\SU0004231\NL STDY.PDF
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EHD - Public
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November 19, 2004 <br /> NOA Project Number: E04107A <br /> section for percolation test results. Generally speaking, sandy soils have much greater potential for <br /> percolation than fine-grained and clayey soils. <br /> m 6.0 PERCOLATION TEST INFORMATION <br /> 6.1 Percolation Test Locations <br /> F1 <br /> A site map in the locations of the percolation test holes is included as Plate 2 in the appendix <br /> of this report. <br /> 6.2 Number of Percolation Tests <br /> One shallow percolation test was conducted at the Site. <br /> 6.3 Boring Preparation and Presaturation <br /> ' A hand-auger was used to bore a 3.5-foot hole on October 20, 2004. A 1.5-inch diameter PVC pipe <br /> with perforations on the bottom was used to measure the drop of water in the percolation test <br /> boring. Approximately , '_were placed in the bottom of the open soil boring, <br /> then the PVC pipe was installed on top of the gravel. A few inches of"pea gravel" were backfilled in <br /> rhe annular space. Presaturation of the percolation test hole occurred on October 20, 2004. The <br /> depth of water used to pre-soak was 12 inches above the bottom of the boring. <br /> = 6.4 Condition of Borings After Presaturation <br /> After the 24-hour soak period, the presaturated hole was found to be intact and-Jon October 21, <br /> 2004. <br /> 6.5 Percolation Test Procedure <br /> A percolation test was conducted for the boring on October 21, 2004 in accordance with the <br /> requirements of the EHD. A percolation test with a duration of one hour was performed for the <br /> hole. The entire test was observed by Mr.Justin Hess, Registered Environmental Health Inspector, <br /> �i EHD. <br /> 1 Measurement of the water level during the percolation test was from a fixed reference point on the <br /> PVC casing using an electric well sounder with an depth accuracy of 1/100th foot. All tabulated <br /> , values on the field data sheet (appendix) are in decimal feet. After water drop was observed, the hole <br /> was checked for refill. The refill level was approximately 0.5 ft (6 inches) of water above the bottom <br /> level of the percolation test hole. The readings were taken approximately every 10 minutes for a <br /> period of one hour. <br /> S <br /> F1 <br />
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