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SU0004870 SSNL
Environmental Health - Public
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SU0004870 SSNL
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Last modified
5/7/2020 11:31:18 AM
Creation date
9/6/2019 10:13:01 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004870
PE
2622
FACILITY_NAME
PA-0500097
STREET_NUMBER
22410
Direction
E
STREET_NAME
MILTON
STREET_TYPE
RD
City
LINDEN
APN
09304007
ENTERED_DATE
3/2/2005 12:00:00 AM
SITE_LOCATION
22410 E MILTON RD
RECEIVED_DATE
3/1/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\M\MILTON\22410\PA-0500097\SU0004870\SS STDY.PDF
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EHD - Public
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Buckholz Property Page 2 of 3 <br /> Our Project Number: LGS090517 <br /> August 21, 2009 <br /> The hole was pre-soaked 24 hours prior to the test with 12 inches of water above the bottom of <br /> the hole. Presoaking of the percolation test holes occurred approximately 24 hours prior to the <br /> percolation tests. <br /> The percolation tests were conducted for the borings on August 3, 2009 in accordance with the <br /> requirements of the EHD. A percolation test with duration of four hours was performed for <br /> each of the deep holes. The final half-hour of each four-hour percolation test was observed by <br /> MR. Michael Escotto Medina, Senior Inspector, Environmental Health Department (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 (attachment) are in decimal feet. After water drop was <br /> observed, the holes were checked for needing water refill. The refill level was approximately <br /> 0.5 ft (6 inches) of water above the bottom level of the percolation test holes. The readings <br /> were taken approximately every 30 minutes for a period of four hours. <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 minutes per inch or less. Either a shallow or a deep <br /> percolation test must demonstrate a satisfactory rate within the proposed septic system <br /> disposal field to be suitable for a standard septic system. Details of the percolation tests are <br /> summarized in the following table. <br /> Summary of Percolation Tests <br /> Test No., Percolation Test Percolation Rate Test Comments <br /> Date Tested Depth (ft) (minutes/inch) Duration (see-notes) <br /> PTI - Parcel 1 (deep) 24.50 3.85 Shrr <br /> Satisfactory <br /> 08-03-09 percolation rate <br /> PT2 - Parcel 2 (deep) 24.30 3.33 Satisfactory <br /> 08-03-09 percolation rate.' <br /> PT3 - Parcel 3 (deep) 16.90 2.91 4- hr Satisfactory <br /> 08-03-09 percolation rate <br /> PT4- Parcel 4 (deep) 24.65 8.93 4- hr Satisfactory <br /> 08-03-09 percolation rate <br /> Designated Satisfactory, <br /> Remainder(deep) 24.60 22.73 4- hr percolation rate <br /> 08-03-09 <br /> Note: A satisfactory percolation rate for a"deep"test is less than or equal to 30 minutes per inch. <br /> The soils within the sewage disposal area of the site have demonstrated satisfactory' <br /> percolation rate in accordance with the requirements of the EHD for theuse of-a stands"rdJ <br /> septic system for each parcel. Septic System Construction should follow the San Joaquin County <br /> On-Site Wastewater Disposal Standards where applicable. <br /> 902 Industrial Way•Lodi, CA 95240 209.367.3701•Fax 209.333.8303 02008 Neil O.Anderson&Associates,Inc. <br />
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