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SU0008375_SSNL
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SU0008375_SSNL
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Last modified
11/12/2020 10:25:51 AM
Creation date
9/4/2019 5:51:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008375
PE
2622
FACILITY_NAME
PA-1000152
STREET_NUMBER
14807
Direction
E
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
LINDEN
APN
06507010 36 37
ENTERED_DATE
7/23/2010 12:00:00 AM
SITE_LOCATION
14807 E EIGHT MILE RD
RECEIVED_DATE
7/22/2010 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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FilePath
\MIGRATIONS\E\EIGHT MILE\14807\PA-1000152\SS STDY.PDF
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EHD - Public
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6.7 Discussion of An Potential Problems oblems Predicted and/or the Need for An Engineered or <br /> Alternative Septic System: In this area, the soils are classified as Archerdale Clay Loam and / <br /> Cogna Loam. Due to this classification and percolation rate, a non-engineered standard septic <br /> ` • is recommended. <br /> 6.8 Discussion of Percolation Rates in Relation to the Type, Size and Location of future <br /> `1 leach fields at.the site: Based on the results of the percolation rates and the soils profile, it is <br /> Dillon& Murphy's opinion that the subject proposed parcels are suited for a typical on-site sewage <br /> disposal systems. The system should be properly designed and installed according to the current <br /> 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 /> that the installation of any new proposed septic sstem, if properly installed, should not adversely <br /> affect the quality of groundwater in the area. <br /> t . <br /> 7.0 CONCLUSION SECTION <br /> l . 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 hole and performed the percolation test. It was assumed that the test hole and <br /> percolation test 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. This warranty is in lieu of all other <br /> warranties either expressed or implied. Test findings and statements of professional opinion do <br /> Fnot constitute a guarantee or warranty, expressed or implied. <br /> F <br /> J e urphy (�' <br /> F .C. . 45;277 <br /> �1 o M U <br /> G>' <br /> r7i <br /> ' <br /> N0.45277 :ZJr <br /> ` IXt930Vlu <br /> F,` <br /> C/VJ\_ <br /> OF C2 <br /> r -� <br /> 4 <br /> Y:IDMD0C12010110391S01L SUITABILITY STUDY 100110.doc <br />
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