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SU0000704 SSNL
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MS-95-26
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SU0000704 SSNL
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Entry Properties
Last modified
5/7/2020 11:27:56 AM
Creation date
9/9/2019 9:02:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000704
PE
2622
FACILITY_NAME
MS-95-26
STREET_NUMBER
525
Direction
S
STREET_NAME
REID
STREET_TYPE
RD
City
LINDEN
ENTERED_DATE
9/24/2001 12:00:00 AM
SITE_LOCATION
525 S REID RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\R\REID\525\MS-95-26\SU0000704\SS STDY.PDF
Tags
EHD - Public
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3 • <br /> OTHER SYSTEMS IN THE AREA ( cont) <br /> 606 S . Reid <br /> Consists of 2-50 ' leach lines and 1 -361lx25 ' pit , installed in 1971 . <br /> 606 S . Reid (addition) <br /> Consists of 1 -70 ' leach line and 1331lx25 ' pit , installed in 1973 • <br /> EXISTING LAND USE <br /> The existing land use , except for the homesite , is pasture . Previous <br /> lard use also appears to have been pasture . No irrigation system <br /> was observed . <br /> SOILS <br /> The soils map from the "Soil Survey of San Joaquin County, California" <br /> indicates that the soil type for this property is San Joaquin Sandy <br /> Loam. <br /> Typically, the surface layer is brown sandy loam . The upper part of <br /> the subsoil is a claypan of brown clay. The lower part is a brown and <br /> light brown indurated hardpan . <br /> CONCLUSIONS <br /> Based on the test results and the performance of the existing septic <br /> systems in the area, it is my opinion that the subject parcels are <br /> suitable for the existing and proposed future septic systems . <br /> Although one test indicated that a smaller leach field could be <br /> used , it is recommended that the largest area be used for all the <br /> parcels . <br /> Since the depth to groundwater is 150 ' ± , based on San Joaquin County' s <br /> semi-annual groundwater report , and the maximum depth of dry wells <br /> is 251 , per San Joaquin County ordinance , the dry wells (pits ) will <br /> be well above the groundwater elevation. <br /> Based on this information , the existing and proposed future septic <br />
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