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SU0000876 SSNL
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SU0000876 SSNL
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Entry Properties
Last modified
5/7/2020 11:28:06 AM
Creation date
9/9/2019 10:17:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000876
PE
2622
FACILITY_NAME
MS-92-35
STREET_NUMBER
9126
Direction
E
STREET_NAME
SOUTHLAND
STREET_TYPE
RD
City
MANTECA
Zip
95336
ENTERED_DATE
10/5/2001 12:00:00 AM
SITE_LOCATION
9126 E SOUTHLAND RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\S\SOUTHLAND\9126\MS-92-35\SU0000876\SS STDY.PDF
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EHD - Public
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File No. 20-3554-01 k" KLEINFELDER <br /> January 22 , 1992 <br /> Reference is made to Plate I of this report which shows the <br /> location of the Fortuny property and the adjacent <br /> Scott/Johnson property. The majority of the site area <br /> consists of agricultural and pasture land with scattered <br /> residences. <br /> On August 13 , 1991, a representative of our firm visited <br /> four residences located north and south of the site. The <br /> purpose of the visits was to obtain informaticn on septic <br /> system use and to inquire about any problems known to exist <br /> with this method of sewage disposal . One of the residents <br /> questioned reported that his system drained rather slowly, <br /> and the system is pumped every 1-1/2 to 2 years. The <br /> remainder of the residents questioned reported no problems <br /> with their systems. The septic systems were reported to be <br /> up to 30 years old. The residents reported that their on- <br /> site wells produced "fair" to "good" quality water. One <br /> resident uses a water softener. <br /> ITEM C-2 : <br /> "The suitability of the soil for development utilizing septic <br /> systems ; " <br /> On January 16, 1992 , a ren_ resentative of our firm drilled <br /> and set-up one 3-foot deep percolation test hole on each of <br /> the four proposed parcels at the approximate locations <br /> shown on Plate I . The test holes were drilled with hand <br /> drilling equipment using a 6-inch diameter, continuous- <br /> flight auger. Perforated PVC pipe was inserted into the <br /> test holes to prevent disturbance when adding water. The <br /> test holes were filled with relatively clean water and left <br /> to soak overnight. <br /> On January 17, 1992 , our representative returned to the <br /> site to perform the 3-foot deep percolation tests. As per <br /> San Joaquin County guidelines, the tests were performed for <br /> a period of 4 hours. The last 30 minutes of each test were <br /> used to calculate the percolation rates. In order to use <br /> standard leach lines, the County requires a percolation <br /> rate of 60 minutes per inch, or faster, at the 3-foot <br /> depth. The 3-foot deep tests performed passed with <br /> percolation rates of 9-1/2 , 15, 17-1/2 and 24 minutes per <br /> inch for parcels 1 through 4 , respectively. The County <br /> approved percolation test sheets are included with this <br /> report. <br /> ITEM C-3 • <br /> "The depth and gradient of the water table;" <br /> Copyright 1992 Kteinfelder, Inc. Page 2 of 4 <br />
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