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SU0003968 SSNL
Environmental Health - Public
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SU0003968 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:26 AM
Creation date
9/9/2019 10:17:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003968
PE
2622
FACILITY_NAME
PA-0200101
STREET_NUMBER
23020
Direction
N
STREET_NAME
SOWLES
STREET_TYPE
RD
City
ACAMPO
ENTERED_DATE
5/11/2004 12:00:00 AM
SITE_LOCATION
23020 N SOWLES RD
RECEIVED_DATE
3/22/2002 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\S\SOWLES\23020\PA-0200101\SU0003968\SS STDY.PDF
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EHD - Public
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VII. GROUNDWATER <br /> A Groundwater test was performed on the property well (A.P.N. 007-370-04). <br /> Extensive research through County records by my staff and Environmental Health's <br /> staff could not locate the well permit. I have to assume it was misfiled. The well <br /> was tested for nitrates and DBCP. The samples were taken by Mike Toy of <br /> Dillon & Murphy and driven directly to Precision Enviro-Tech. Water was taken from a <br /> spigot at the house. The results can be found in the appendix. The results did not <br /> yield any reason of concern regarding groundwater in the area. <br /> VIII. CONCLUSION <br /> Based on the results of the percolation test and the soil profile, it is <br /> Dillon & Murphy's opinion that the existing homesite resulting from the proposed <br /> parcel split of the subject property are suited for an engineered on-site sewage <br /> disposal system. If an appropriate strata is found by additional testing, then the <br /> system could be simply leach lines and seepage pits. The soil type and lithology is <br /> homogenous in the immediate area and leach lines with pits have worked <br /> sufficiently. The proposed system however, should be properly designed and <br /> installed 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 /> parcel, 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 /> IX. 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 hole 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 waTrEantty, expressed or implied. <br /> I? OFESS/0,yq <br /> URP LF2� DILLON & MURPHY <br /> L. W m \ <br /> . 45277 <br /> L * XP.g 30116a/ * oe urphy <br /> sTgr C'IVI\- �`p R.C. . 45,277 <br /> F OF CN, <br /> L <br /> CA01116\SOILS REPORT 082703 <br />
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