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SU0000979 SSNL
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SU0000979 SSNL
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Entry Properties
Last modified
5/7/2020 11:28:09 AM
Creation date
9/6/2019 11:07:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000979
PE
2622
FACILITY_NAME
MS-92-170
STREET_NUMBER
11121
Direction
N
STREET_NAME
LOWER SACRAMENTO
STREET_TYPE
RD
City
STOCKTON
ENTERED_DATE
10/10/2001 12:00:00 AM
SITE_LOCATION
11121 N LOWER SACRAMENTO RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\L\LOWER SACRAMENTO\11121\MS-92-170\SU0000979\SS STDY.PDF
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EHD - Public
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Rot <br /> e u(I ontrol nspection Inc. <br /> g ,.+ MAIN OFFICE <br /> 0 1295 NORTH EMERALD,BLDG.0•MODESTO,CALIFORNIA 95351 •PHONE:(209)527.4940 <br /> BRANCHES <br /> STOCKTON(209)466-8378 MERCED(209)723-2425 <br /> QCI#: G-92-754A April 10, 1992 <br /> FOR: Western Empire Management Corporation <br /> 11 South San Joaquin Street, Suite 400 <br /> Stockton, CA 95202 <br /> PROJECT: Roman Catholic Diocese of Stockton <br /> 275 East Eight Mile Road <br /> San Joaquin County, CA <br /> SUBJECT: Percolation Testing <br /> On April 3 , 1992 representatives of Quality Control Inspection, <br /> Inc. prepared two percolation test borings using a truck mounted <br /> B40H Mobile Drill Rig at locations selected by our field personnel . <br /> The test locations can be found on the attached Testing Report and <br /> are approximately 400 feet to the south of the proposed Bear Creek <br /> Community Church, on the "remainder" property. The testing was <br /> conducted in accordance with the Environmental Health Department' s <br /> percolation test procedures. <br /> The percolation test holes were drilled using an eight-inch O.D. <br /> solid stem auger to depths of approximately five feet for the <br /> shallow test boring and nine feet for the deep test boring. Test <br /> hole sidewalls were scarified and sleeved with four-inch O.D. <br /> perforated pipe to prevent cave-ins and insure test hole integrity. <br /> Gravel was added to the hole bottom and placed in the annular space <br /> between the perforated pipe and the bore hole. The test borings <br /> were pre-saturated 24 hrs before percolation testing, which <br /> commenced on April 6, 1992 . <br /> Please find attached the "Field Percolation Testing Report" that <br /> includes test boring locations, percolation rates and recommended <br /> sewage disposal areas. As the test results indicate, the deep test <br /> boring, as tested, is conducive to percolation of sewage effluent. <br /> Since the shallow test hole had a very slow rate of percolation, <br /> any septic system installed in the area of the percolation test <br /> borings would have to be constructed with seepage pits. <br /> Respectfully submitted, <br /> Ir <br /> CON OL INSPECTION, INC. <br /> y, P.E. <br /> Our reports and letters are submitted as the confidential property of our clients for their exclusive use.Any publication or reproduction of statements,conclusions or extracts from or <br /> regarding our reports or letters is reserved,contingent upon the written authorization of Quality Control Inspection,Inc. <br />
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