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SU0004063 SSNL
Environmental Health - Public
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MS-99-24
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SU0004063 SSNL
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Entry Properties
Last modified
11/25/2019 11:19:45 AM
Creation date
11/25/2019 11:06:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004063
PE
2622
FACILITY_NAME
MS-99-24
STREET_NUMBER
950
Direction
N
STREET_NAME
FINE
STREET_TYPE
RD
City
LODI
ENTERED_DATE
5/11/2004 12:00:00 AM
SITE_LOCATION
950 N FINE RD
RECEIVED_DATE
3/13/2000 12:00:00 AM
QC Status
Approved
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SJGOV\gmartinez
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EHD - Public
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IVVV. l.c✓ut= y• Lfrl'I I, J a l71 lll._ <br /> • � -- ------ --- k'g KLEIhF � LD � R <br /> The percolation tests were perfonned on August 28 and September 9, 2002, in accordance with <br /> accepted guidelines using clear potable water. The procedure calls for first placing about 2 <br /> inches of fine gravel at the bottom of the borehole. The hole is then pre-soaked with water at <br /> least 24 hours prior to performing the test. The test is performed by adding up to a maximum of <br /> 24 inches of water above the gravel in the hole. From a fixed reference point, the drop in water <br /> level is measured in approximately 30-minute intervals for four hours, refilling as necessary to <br /> maintain the prescribed amomit of water over the gravel. Under the observation of a sanitarian <br /> from the San Joaquin County Public Health Services, Environmental Health Division <br /> (SJCPHS/EPII)), the last 30-rrninute reading of the four hour period is recorded and used to <br /> calculate the percolation rate in minutes per inch. The estimated percolation rates are <br /> sung t.arizec? below. A copy of our field percolation test results signed by a representative fxom <br /> SJCPHS/EHD is attached. The August 28 inspection was performed by Steven Shih and the <br /> September 9 inspection by Johnny Yoakum, <br /> I or <br /> Parcel 1 P-3 10 28 <br /> Parcel 2 P-4 23 23 <br /> Parcel 3 P-4 15 12 --" <br /> Parcel 4 P-1 25 5 <br /> It was assumed that the percolation test results are representative of the subsurface conditions in <br /> the general area of the test. Based on these results, it is our opinion that a conventional system <br /> with seepage pits at the end of leach line can be used on this property, Due to the variability of <br /> the soils eneotultered at this site, we recommend that seepage pits extend 25 feet below grade. <br /> This completes the scope of wort: requested. Our work was perfonned in general accordance <br /> with the standard of care that exists in San Joaquin County. No other guarantee or warranty, <br /> expressed or implied, is made. <br /> Respectfully submitted, <br /> KLEINFELDER, INC. <br /> /241, �6 cic� <br /> Ronald E. Loutzerdiiser, C.E. <br /> Staff En ' eer <br /> Ron Hein-zen, G.E, <br /> Senior Principal Owl 0 <br /> REL:lr Attachments �r � <br /> 20744.GO1/ST02R522 September 20,2002 <br /> ©2002 Kleinfelder,Inc. Page 2 of 2 <br />
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