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SU0003865 SSNL
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SU0003865 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:11 AM
Creation date
9/9/2019 10:08:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003865
PE
2622
FACILITY_NAME
PA-0400034
STREET_NUMBER
16710
Direction
E
STREET_NAME
SARGENT
STREET_TYPE
RD
City
LODI
ENTERED_DATE
5/11/2004 12:00:00 AM
SITE_LOCATION
16710 E SARGENT RD
RECEIVED_DATE
2/3/2004 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\S\SARGENT\16710\PA-0400034\SU0003865\SS STDY.PDF
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EHD - Public
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A copy of the Soils Classification Map prepared by the U.S. Department of <br /> Ag Soil Conversation Service is included in the Appendices. Their map classified <br /> the soils as San Joaquin loam. <br /> Due to the classification, there should be no potential problems or special <br /> engineering required on future septic systems. <br /> VII. CONCLUSION <br /> Based on the results of the percolation tests and the soil profile, it is Dillon & <br /> Murphy's opinion that the subject property is suited for a typical on-site sewage <br /> disposal system. The system however, should be properly designed and installed <br /> according to the current San Joaquin County criteria. <br /> Based on the depth to ground water in the area, and the size of the proposed <br /> parcels, it is our opinion that the installation of any new proposed septic system, if <br /> properly installed, should not adversely affect the quality of ground water in the <br /> area. <br /> VIII. LIMITATIONS <br /> The conclusions of this report are based on the information provided <br /> regarding the proposed development, the use of the subject property, and the site <br /> conditions as they existed at the time we excavated our test holes and performed <br /> the percolation tests. It was assumed that the test holes and percolation tests <br /> results are representative of the subsurface conditions in the general area. <br /> Our services were performed, our findings obtained, and our conclusions <br /> proposed in accordance with generally accepted engineering principles and <br /> practices. This warranty is in lieu of all other warranties either expressed or <br /> implied. Test findings and statements of professional opinion do not constitute a <br /> guarantee or warranty, expressed or implied. <br /> DILLON & MURPHY <br /> QROFESSiO�� <br /> O <br /> ,v� MI.1 R <br /> � " J e u r p h y <br /> P45277 fT�V iR.0.E. 45,277 <br /> qTF 0,= CAI <br /> 3 <br /> C:/0399 SOILS REPORT 080204 <br />
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