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SU0000712 SSNL
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SU0000712 SSNL
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Entry Properties
Last modified
5/7/2020 11:27:57 AM
Creation date
9/6/2019 11:12:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000712
PE
2622
FACILITY_NAME
MS-94-28
STREET_NUMBER
14441
Direction
S
STREET_NAME
MURPHY
STREET_TYPE
RD
City
ESCALON
ENTERED_DATE
10/4/2001 12:00:00 AM
SITE_LOCATION
14441 S MURPHY RD
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\M\MURPHY\14441\MS-94-28\SU0000712\SS STDY.PDF
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EHD - Public
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CHASE AND FLOYD DUE PROPERTY <br /> PAGE NO. 3 <br /> results indicate DBCP was not detected and the level of nitrates to <br /> be 77 mg/l, which is above the Maximum Contaminate Level (MCL) of <br /> 45 mg/l . <br /> VI. SOIL PROFILE AND PERCOLATION TESTS <br /> A total of 4 test holes were excavated to a depth 10 feet in <br /> the areas of the existing and proposed home sites in order to <br /> determine the soil profile in the general area. For approximate <br /> location of the test holes (PT) see the Tentative Parcel Map in the <br /> Appendix. The soil profile test holes were logged by an engineer <br /> and a description of the soils encountered in each hole is <br /> contained in the Appendix. The surface soils consisted of a silty <br /> fine to medium sand. Slightly cemented material was encountered at <br /> a depth of 3 . 5 to 4. 5 feet. This was underlain by various strata <br /> of silty sand and sandy silt. Percolation tests were performed in <br /> the surface silty sand stratum. For a more detailed description of <br /> - the soils encountered see the log of test holes. <br /> A shallow percolation test was performed at each of the test <br /> hole locations. Eight inch diameter by 36 inch deep test holes <br /> were excavated for each test. Two inches of gravel was placed in <br /> the bottom of each hole. A 3 inch diameter perforated pipe was <br /> then placed in each hole and backfilled with gravel. Each of the <br /> tests holes were filled with water 24 hours prior to running the <br /> tests. The last half hour of the tests readings were witnessed by <br /> a county health official and the test data obtained is enclosed in <br /> the appendix. The percolation rates have been adjusted to account <br /> for the gravel and pipe backfill. Calculations for adjustments are <br /> on the test data sheets. <br /> A summary of the test results is presented next: <br /> Diameter of Depth of <br /> Test No. Hole (in.) Hole (in. ) Percolation Rate (min/in) <br /> PT-1 8 36 4. 2 <br /> PT-2 8 36 23 <br /> PT-3 8 36 17 <br /> PT-4 8 36 4. 9 <br /> As indicated, the percolation test were shallow ones. <br /> Although the percolation rates were fairly good, it is recommended <br /> that deep pits be used in conjunction with the shallow leach lines <br /> due to the presence of the cemented stratum that exists 3 . 5 to 4. 5 <br /> feet below the surface. <br /> ?OERS <br /> a �+ <br /> z JU <br /> o � <br /> P <br /> 4SSoG� <br />
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