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SU0006822 SSNL
Environmental Health - Public
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SU0006822 SSNL
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Last modified
5/7/2020 11:32:44 AM
Creation date
9/5/2019 11:02:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006822
PE
2622
FACILITY_NAME
PA-0700506
STREET_NUMBER
18406
Direction
S
STREET_NAME
HAZELHURST
STREET_TYPE
RD
City
ESCALON
APN
24508007
ENTERED_DATE
11/7/2007 12:00:00 AM
SITE_LOCATION
18406 S HAZELHURST RD
RECEIVED_DATE
11/6/2007 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\H\HAZELHURST\18406\PA-0700506\SU0006822\SS STDY.PDF
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EHD - Public
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Depalma Property Page 6 of 12 <br /> Our Project Number: LGS080003 <br /> January 31, 2008 <br /> Presaturation of the percolation test holes occurred approximately 24 hours prior to the day of <br /> testing. The 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 holes were found to be intact and dry on the <br /> day of testing. <br /> 6.5 Percolation Test Procedure <br /> Percolation tests were conducted for the borings on January 29, 2008 in accordance with the <br /> requirements of the EHD. A percolation tests with a duration of four hours was performed for <br /> each hole. The last half an hour of each test was observed by Ted Tasiopoulos, inspector, EHD. <br /> Measurement of the water level during the percolation test was from a fixed reference point on <br /> the PVC casing using an electric well sounder with a depth accuracy of 1/100th foot. All <br /> tabulated values on the field data sheet (appendix) are in decimal feet. After water drop was <br /> observed, the holes were checked for refill. The refill level was approximately 0.5 ft (6 inches) <br /> of water above the bottom level of the percolation test hole. The readings were taken every 30 <br /> minutes for a period of four hours. <br /> 6.6 Percolation Test Forms and Results <br /> The completed percolation test form is included in the appendix of this report. <br /> A shallow percolation test is defined by the EHD as being between 36 and 42 inches in depth; a <br /> satisfactory percolation rate for a shallow test is less than or equal to 60 minutes per inch drop. <br /> A deep percolation test is defined as being between 3.5 and 25 feet in depth; a satisfactory <br /> percolation rate for a deep test is 30 min/in or less. One percolation test must demonstrate a/ <br /> satisfactory percolation rate within the proposed septic system disposal field of each parcel to <br /> utilize a standard septic system. Details of the percolation tests are summarized in the table <br /> below. <br /> Table 3. <br /> Summary of Percolation Tests <br /> Test No., Percolation Test Percolatilo Rate Comments <br /> Date Tested Depth (ft.) (minutes/in h) Test Duration (see notes) <br /> P-1 Shallow 3.25 8.92, 4-hr Satisfactory perc rate <br /> 1-29-08 <br /> P-2 Shallow 3.20 6.9 4-hr Satisfactory perc rate <br /> 1-29-08 <br /> Note: A satisfactory percolation rate for a"shallow"test is less On or equal to 60 minutes per inch. <br /> A satisfactory percolation rate for a"deep"test is7 n or equal to 30 minutes per inch. <br /> r <br /> 902 Industrial Way•Lodi,CA 95240•209.367.3701 •Fax 209.369.4228 ©1008 Neil a Anderson&Associates,Inc <br />
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