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SU0005882 ENG DES PLN
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SU0005882 ENG DES PLN
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Last modified
12/15/2020 2:42:17 PM
Creation date
9/6/2019 10:53:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
ENG DES PLN
RECORD_ID
SU0005882
PE
2631
FACILITY_NAME
PA-0500857
STREET_NUMBER
21850
Direction
E
STREET_NAME
LIBERTY
STREET_TYPE
RD
City
CLEMENTS
APN
02120024
ENTERED_DATE
1/18/2006 12:00:00 AM
SITE_LOCATION
21850 E LIBERTY RD
RECEIVED_DATE
1/17/2006 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\L\LIBERTY\21850\PA-0500857\SU0005882\SS STDY ENG DES REV.PDF
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EHD - Public
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Mary's Mini Mary v 1/ Page 8 of 10 <br /> Our Project Number: LGS080518 <br /> May 30, 2008 <br /> U, resaturation 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 /> t 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 May 29, 2008 in accordance with the <br /> requirements of the EHD. A percolation test with a duration of four (4) hours was performed <br /> for the test. The last half an hour of the test was observed by Michael Escotto a Registered <br /> Environmental Health Specialist, 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 are in decimal feet. After water drop was observed, <br /> the holes were checked for refill. The refill level was approximately 0.5 ft (6 inches) of water <br /> above the bottom level of the percolation test hole. The readings were taken every 30 minutes <br /> 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 6 <br /> Summary of Percolation Tests <br /> Percolation Percolation <br /> Test Number, Test Comments <br /> Date Tested Dep It(�) (minutes/inch)Rate Duration (see notes) <br /> P-1 (shallow) 3.05 83.3 4-hr Failing percolation rate <br /> 5-29-08 <br /> P-1 (deep) 5.25 62.5 4-hr Failing percolation rate <br /> 5-29-08 <br /> Note: A satisfactory percolation rate for a"shallow"test is less than or equal to 60 minutes per inch. <br /> A satisfactory percolation rate for a"deep"test is less than or equal to 30 minutes per inch. <br /> 902 Industrial Way•Lodi,CA 95240•209.367.3701 •Fax 209.369.4228 12008 Nei(0.And...von&Assuetntes.In( <br />
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