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SU0014620
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SU0014620
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Last modified
2/17/2022 7:34:51 PM
Creation date
2/17/2022 3:23:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0014620
PE
2600
FACILITY_NAME
S-76-10
STREET_NUMBER
0
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
APN
08054037
ENTERED_DATE
12/10/2021 12:00:00 AM
SITE_LOCATION
GRANT LINE RD
QC Status
Approved
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SJGOV\jcastaneda
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EHD - Public
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WONG ENGINEERS <br /> PLANNING • ENGINEERING - SURVEYING Q �g8O Q,9na�--►�- -` :t,,a <br /> I � ' 210 NORTH HUNTER STREET- STOCKTO 93 V Q0 ` n� ^�P°"L� 'i 5tg0 <br /> �2091 464-4632 Prl �.. ANCE WONG R.C.E. 14269 <br /> PERCOLATION TEST & SOIL PROFILE ANALYSIS FOR DON A. COSE <br /> On July 21, 1976 our firm made two percolation tests and augered <br /> a hole to 10 feet to determine a soil profile. See the attached <br /> graphs for the results. The percolation tests are consistent with <br /> previous tests we made in the immediate area on Dec. 12, 1975. <br /> The water level at the time of the boring was measured at 61 <br /> feet in depth. After 4 hours the water level rose to 31 feet and <br /> remained -at this level on a check made the next day. <br /> The Tracy area has had a history of high water table in open <br /> cuts caused by extensive irrigation southwest of Tracy. The slope <br /> of the ground in Tracy is approximately a foot per hundred feet <br /> from the southwest to northeast. Irrigation water pereolatea' into <br /> the ground and travels with the slope in a sandy or loamy strata <br /> perched above a relatively impervious clay layer. Note from the <br /> soil profile that from 8 to 10 feet the soil encountered is Light <br /> Brown Clayey Loam. <br /> Because of the ground slope, the traveling water is under a <br /> slight pressure. The weight of the soil above the ground water <br /> level keeps the water-level from rising. In an open cut the weight <br /> and frictional resistance between the individual grains or particles <br /> of soil is removed and hence the water rises. <br /> It was our belief that a foot or so of this soil above the <br /> water level was enough to keep the level from rising. On August <br /> 2, 19T6- three holes were sugared to the varying depths of 3 feet, <br /> 4 feet and 5 feet. After remaining open over night the 5 foot <br /> hole was the only one into which water had risen, and only to a <br /> depth of 2 inches. Much less than the 3+j feet. <br /> In actual field conditions, there will be no open cut. The <br /> leach field area will be level with the existing ground and will <br /> exert pressure and resistance on the water level and the water <br /> level will not rise. The 6f foot level is more realistically the <br /> level of the ground water which will be existing in the leach field <br /> area . <br /> t <br />
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