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SU0000466_SSNL
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2600 - Land Use Program
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MS-90-116
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SU0000466_SSNL
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Last modified
6/16/2023 2:16:59 PM
Creation date
12/13/2019 9:57:56 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000466
PE
2622
FACILITY_NAME
MS-90-116
STREET_NUMBER
9422
Direction
S
STREET_NAME
PRIEST
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231-
APN
19322048
ENTERED_DATE
9/19/2001 12:00:00 AM
SITE_LOCATION
9422 S PRIEST RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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The soil has been disc with weeds and found fallow. The <br /> first four feet were found to be constant. The test ran, were <br /> according to the San Joaquin Co. Standard, there was one, 6 inch <br /> test hole performed on each site, each test hole was 4 feet deep. <br /> The test results which are hereby included in the report. Also <br /> find enclosed a copy of the soils map for this area. For <br /> location of the test pit, and locations of holes see a copy of <br /> the proposed tentative map included for the appendix. <br /> VII CONCLUSION <br /> Based on the results of the percolation test, the soil <br /> profile, and past performance of the existing septic system it is <br /> our opinion that the subject property is well suited for the <br /> continued use of the present septic system. <br /> Although the depth of dry well is known, according to the <br /> San Joaquin County Ordinance 5-49 established in 1949, the <br /> maximum depth of dry wells was established as 25 feet. Even the <br /> maximum depth, the existing dry well should be well above the <br /> present ground water. Based on this information the existing <br /> system and new proposed septic system would not adversely affect <br /> the quality of the ground water in the area. <br /> VIII LIMITATIONS <br /> The conclusions of this report are based on the information <br /> provided regarding the existing and proposed development and on <br /> the site conditions as they existed at the time of excavating of <br /> test pits and the percolation test . It was assumed that the test <br /> pit and percolation test results were representative of the <br /> subsurface conditions in the general area. <br /> It is our professional opinion the findings and statements <br /> do not constitute a guarantee or warranty, expressed or implied. <br /> Ve y truly y urs, <br /> V int H. unha, P_E. y'C <br /> -57 <br /> ��, .� <br /> w <br />
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