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SU0010912 SSNL
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SU0010912 SSNL
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Entry Properties
Last modified
5/7/2020 11:34:50 AM
Creation date
9/6/2019 10:09:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010912
PE
2622
FACILITY_NAME
PA-1600119
STREET_NUMBER
19099
Direction
E
STREET_NAME
MEHRTEN
STREET_TYPE
RD
City
CLEMENTS
Zip
95227-
APN
02302005
ENTERED_DATE
5/16/2016 12:00:00 AM
SITE_LOCATION
19099 E MEHRTEN RD
RECEIVED_DATE
5/16/2016 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\M\MEHRTEN\19099\PA-1600119\SU0010912\SS NL STDY.PDF
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EHD - Public
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' *See Results in Appendix. <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 pits, gravel, Ramouth Sandy <br /> loam, Tokay Fine Sandy loam, and Vina Fine Sandy Loam. Due to this classification and <br /> percolation rate, a standard septic system similar to the one found on the other homesites and built <br /> per County standards would be recommended on the 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 Parcel is 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 parcel, it is our opinion <br /> ' on that the installation of any new proposed septic system, if property installed, 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 are 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 /> ' Q�OF E_5 SIG M�RP�� <br /> �; <br /> co Cr .45277 �' <br /> ' <br /> EXP 9-30-1¢�Jy *- ' eMurphy <br /> C.E. 45277 <br /> sl C NJ\4 QIP <br /> ' ATE OF C <br /> ' 4 <br />
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