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SU0010764 SSNL
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SU0010764 SSNL
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Last modified
5/7/2020 11:34:44 AM
Creation date
9/9/2019 9:05:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010764
PE
2622
FACILITY_NAME
PA-1500271
STREET_NUMBER
22422
Direction
E
STREET_NAME
RIVER
STREET_TYPE
RD
City
ESCALON
Zip
95320-
APN
24526009
ENTERED_DATE
2/1/2016 12:00:00 AM
SITE_LOCATION
22422 E RIVER RD
RECEIVED_DATE
2/1/2016 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\R\RIVER\22422\PA-1500271\SU0010764\SS STDY.PDF
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EHD - Public
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1 <br /> 6.7 Discussion of Any Potential Problems Predicted and/or the need for an Engineered or <br /> Alternative Septic System. In this area, the soils are classified as Columbia Fine Sandy Loam, <br /> ' Delhi Loamy Sand, Grangeville Fine Sandy Loam, Honcut Sandy Loam, Jack-tone Clay and Meritt <br /> Silty Clay Loam. Due to this classification and percolation rate, a standard septic system similar to <br /> the one found on the other homesites and built per County standards would be recommended on the <br /> ' proposed parcels. <br /> 6.8 Discussion of Percolation Rates in Relation to the Type, Size and Location of Future <br /> ' Leach Fields Needed at the Site. Based on the results of the percolation rate and the soils profile, <br /> it is Dillon& Murphy's opinion that the subject proposed Parcels are suited for a typical on-site <br /> sewage disposal system. The system should be properly designed and installed according to the <br /> ' current San Joaquin County criteria for standard septic systems. <br /> ' Based on the depth to groundwater in the area, and the size of the proposed parcels, it is our opinion <br /> on that the installation of any new proposed septic system, if property instal ed, should not <br /> adversely affect the quality of groundwater in the area. <br /> ' 7.0 CONCLUSION SECTION <br /> ' The conclusions of this report are based on the information provided regarding the proposed <br /> development,the use of the subject property, and the site conditions as they existed at the time we <br /> excavated our test holes and performed the percolation tests. It was assumed that the test holes and <br /> ' percolation tests results arc representative of the subsurface conditions in the general area. <br /> Our services were performed, our findings obtained, and our conclusions proposed in accordance <br /> ' with generally accepted engineering principles and practices. The warranty is in lieu of all other <br /> warranties either expressed or implied. Test findings and statements of professional opinion do not <br /> constitute a guarantee or warranty, expressed or implied. <br /> ' Jo urphy <br /> C. . 45277 <br /> Qp OF ESS%�� <br /> No,41177 �-° <br /> EXP.9-30-1u /,y <br /> ' s�rFOF <br /> 4 <br />
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