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SU0000100 SSNL
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2600 - Land Use Program
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MS-99-22
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SU0000100 SSNL
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Entry Properties
Last modified
11/25/2019 10:50:00 AM
Creation date
11/25/2019 10:00:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000100
PE
2622
FACILITY_NAME
MS-99-22
STREET_NUMBER
21001
Direction
N
STREET_NAME
CLEMENTS
STREET_TYPE
RD
City
CLEMENTS
ENTERED_DATE
8/8/2001 12:00:00 AM
SITE_LOCATION
21001 N CLEMENTS RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\gmartinez
Tags
EHD - Public
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M ' ' <br /> SOIL SUITABILITY STUDY <br /> PROJECT: 21101 N. Clements Rd; APN 019-260-21 <br /> MS: 99-22 <br /> OWNER: Ronald Stolich <br /> SUMMARY <br /> This study presents the results of a soils investigation at the above referenced site, as required by <br /> the San Joaquin Development Title and San Joaquin County Sewage Standards. <br /> A single family residence has been constructed on one of the proposed 10 acre parcels. The <br /> residence is occupied. <br /> SITE BACKGROUND INFORMATION <br /> The private residence site is 10 acres, with a remainder of 10 acres. It is proposed to designate <br /> the "remainder" of 10 acres on the Final Map as such. If this is done, the remainder will not be <br /> part of this study. If there is a Parcel 1 designation then a percolation test will be completed and <br /> added as an addendum to this report. The property is served from Clements Road. An <br /> application for liquid waste permit was dated Aug. 17, 1995 and indicates a 1600 gal. tank with <br /> 3-40'x25' in the leach field. <br /> GROUNDWATER INFORMATION <br /> Groundwater elevation is referenced as 175'on the map Lines of Equal Depth of Water Wells, <br /> Fall 1992. The water was sampled and tested by FGL Labs. The satisfactory analysis is <br /> included in this report. <br /> SOIL PROFILE AND PERCOLATION TESTING <br /> The General Soil Map of San Joaquin County indicates the area south of Clements to be gravelly <br /> medium textured soils to cemented hardpan. The percolation test report is included in this report <br /> and indicates the soil is conducive to percolation of clear effluent from the single family <br /> residence. <br /> SEPTIC TANK AND LEACH FIELD <br /> A gravity sewer system has been in operation for approximately four years. There is no record <br /> of repairs needed or made to the system. If a garbage displosal is used, it is recommended the <br /> tank be pumped out at the end of six years. The amout of capacity left in the tank will bean <br /> 3. <br />
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