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SU0000114 SSNL
Environmental Health - Public
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MS-98-25
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SU0000114 SSNL
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Last modified
11/14/2019 11:43:24 AM
Creation date
11/14/2019 11:35:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000114
PE
2622
FACILITY_NAME
MS-98-25
STREET_NUMBER
18901
Direction
N
STREET_NAME
JACOB BRACK
STREET_TYPE
RD
City
LODI
Zip
95242
APN
01115013
ENTERED_DATE
8/8/2001 12:00:00 AM
SITE_LOCATION
18901 N JACOB BRACK RD
RECEIVED_DATE
8/4/1998 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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SOIL SUITABILITY STUDY MS-98-25 PARCEL NOS , 1 AND 2 <br /> below the ground surface with a hardpan or cemented layer at about <br /> 4 . 5 ft . below the ground surface . <br /> The University of California publication entitled "Soils of <br /> San Joaquin County , California" by Walter W . Weir , dated June 1952 , <br /> refers to the soil in this general area as "Hanford Sandy Loam, <br /> with calcareous subsoil or brown Hanford Sandy Loam" and good to <br /> excessive surface and subsurface drainage . <br /> The "Soil Survey of San Joaquin County , California , United <br /> States Department of Agriculture Soil Conservation Service" , issued <br /> October 1992 , lists the general soil type in this area as "Devries <br /> Sandy Loam" , drained with 0% to 2% slopes . By layers the soils are <br /> listed as follows : 0-13 feet below the ground surface - Sandy Loam, <br /> 14-28 feet below the ground surface - sandy or fine sandy loam, and <br /> 29-86 feet below the ground surface - silty indurated loam. <br /> Percolation Tests : The minimum water level drop of 1j2" recorded in <br /> a 30 minute period during the total test period was used to <br /> determine the reported percolation rate for Percolation Test Hole <br /> Nos . 1 and 2 . The two (2) tests resulted in percolation rates of 60 <br /> minutes per inch for each of the test holes . The water level drops <br /> for every half hour are shown on the attached "Field Percolation <br /> Data Sheet" . <br /> TEST RESULTS : <br /> Parcel No . Test Hole Percolation Rate Minimum Usable <br /> N0 . (Minutes Per Inch) Disposal Area <br /> (Square Ft . ) <br /> 2 1 60 12 , 000 <br /> 2 2 60 12 , 000 <br /> The calculated minimum usable disposal areas are not <br /> recommended for design purposes , however , due to the high level of <br /> groundwater . <br /> RECOMMENDATIONS : Due to the closeness of the groundwater to the <br /> ground surface (4 . 0 ft . minimum to 5 . 0 ft maximum below the ground <br /> surface) the use of a leach field or seepage pit design is not <br /> acceptable . Instead , in any future development of this property <br /> involving the need for a septic system, a mound septic system <br /> design or a specially engineer designed septic system will be <br /> required . <br /> Well Water Analysis : The well water analysis on this subject <br /> property was performed by Far West Laboratories , Inc . and is shown <br /> on their attached letter dated October 5 , 1998 , which is attached <br /> to and made an integral part of this report . Two well locations are <br /> shown on the attached "Tentative Parcel Map" and Site Plans "A and <br /> B" . One well is located on Parcel No . 1 and the other on Parcel No . <br /> 2 . Only the well on Parcel No . 1 was tested because the laboratory <br /> DUNGAN FAMILY TRUST , 18913 JACOB BRACK ROAD , LODI , CA. 95242 3 <br />
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