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SU0000759 SSNL
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SU0000759 SSNL
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Entry Properties
Last modified
5/7/2020 11:28:02 AM
Creation date
9/6/2019 9:54:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000759
PE
2622
FACILITY_NAME
MS-94-14
STREET_NUMBER
0
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
ENTERED_DATE
10/4/2001 12:00:00 AM
SITE_LOCATION
MACARTHUR DR
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\M\MACARTHUR\0\MS-94-14\SU0000759\SS STDY.PDF
Tags
EHD - Public
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v <br /> SHEA/FORNACIARI PROPERTY <br /> Page No. 2 <br /> IV. EXISTING AND PROPOSED SEPTIC TANK USAGE <br /> The only structure on the property is a farm building in the <br /> northeast corner that has no potable water. Each of the potential <br /> homesites will utilize an on site septic system. <br /> There is only one homesite in reasonably close proximity to <br /> the subject property. At this homesite there are two houses that <br /> share a septic system. This neighbor was interviewed and a summary <br /> of that information is presented next: <br /> OWNER: Grizizofify <br /> ADDRESS: 30010 S . Mac Arthur Rd. <br /> LOCATION: Due north <br /> AGE OF HOUSE: 6. 5 years <br /> SEPTIC SYSTEM: Yes, consists of septic tank and 6 leach lines. <br /> Have had no problems with the system since <br /> construction 6 . 5 years ago. <br /> V. GROUND WATER DEPTH AND TESTING <br /> According to local farmers, ground water depth in the <br /> immediate area varies from 70 to 80 feet. There are no wells on <br /> the subject property that would require testing for nitrates and <br /> DBCP. <br /> VI . SOIL PROFILE AND PERCOLATION TESTS <br /> Two test holes were excavated to a depth 5. 5 and 10 feet in <br /> the areas of the proposed homesites in order to determine the soil <br /> profile in the general area. For approximate location of the test <br /> holes (PT) see the Parcel Map in the Appendix. The surface soil <br /> consisted of sandy silty which was underlain by a silty sand. A <br /> gravel and cobble stratum was encountered at a depth of 3 . 5 feet in <br /> test hole PT-1 which limited the depth the hole was able to be <br /> excavated. For a more detailed description of the soils <br /> encountered see the log of test holes. <br /> Shallow percolation tests were performed at each of the test <br /> hole locations. An 8 inch diameter by 36 inch deep test hole was <br /> excavated . Two inches of gravel was placed in the bottom of each <br /> hole. A 3 inch diameter perforated pipe was then placed in each <br /> hole and backfilled with gravel. Each of the tests holes were <br /> filled with water 24 hours prior to running the tests. The last <br /> half hour of the tests readings were witnessed by a county health <br /> pERSOy <br /> � N <br /> W <br /> ,SS O G♦ <br /> P <br />
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