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SU0005098_SSNL
Environmental Health - Public
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EHD Program Facility Records by Street Name
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33 (STATE ROUTE 33)
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2600 - Land Use Program
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PA-0500340
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SU0005098_SSNL
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Last modified
11/20/2024 8:59:18 AM
Creation date
9/9/2019 10:31:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005098
PE
2622
FACILITY_NAME
PA-0500340
STREET_NUMBER
32350
Direction
S
STREET_NAME
STATE ROUTE 33
City
TRACY
APN
25515008
ENTERED_DATE
6/16/2005 12:00:00 AM
SITE_LOCATION
32350 S HWY 33
RECEIVED_DATE
6/15/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\T\HWY 33\32350\PA-0500340\SU0005098\SS STDY.PDF
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EHD - Public
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` December 6,2005 <br /> NOA Project Number: E05128A <br /> 6.0 PERCOLATION TEST INFORMATION <br /> 6.1 Percolation Test Locations <br /> A site map indicating the locations of the percolation test hole is included as Plate 1 of this report. �p <br /> 6.2 Number of Percolation Tests <br /> One shallow percolation test was conducted on each parcel of the Site for a total of two shallow "J <br /> i• percolation tests. ` <br /> 6.3 Boring Preparation and Presaturation <br /> The soil borings were advanced on the Site with a hand augur on September 22, 2005. J <br /> 6" A 1.5-inch diameter PVC pipe with perforations on the bottom was used to measure the drop of <br /> water in the percolation test boring. Approximately 2 inches of"pea gravel' were placed in the <br /> bottom of the open soil boring,then the PVC pipe was installed on top of the gravel. "Pea gravel' <br /> was used to backfill in the annular space. <br /> Presaturation of the percolation test hole occurred on September 22,2005. The depth of water used <br /> 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 holes were found to be intact and dry on the day of ( .> <br /> testing. <br /> 6.5 Percolation Test Procedure <br /> ` The percolation tests were conducted on September 23,2005 in accordance with the requirements of s <br /> the EHD. A percolation test with a duration of four hours was performed for each hole. The final <br /> half-hour of the four-hour percolation tests were observed b Mr. David Van Dyne, Senior - <br /> Y Y ti<e f, <br /> Registered Environmental Health Specialist, EHD. <br /> Measurement of the water level during the percolation test was from a fixed reference point on the <br /> 6. 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 <br /> holes were checked for refill. The refill level was approximately 0.5 ft (6 inches) of water above the <br /> bottom level of the percolation test hole. The readings were taken approximately every 30 minutes <br /> for a period of four hours. <br /> 7 <br />
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