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SU0007120 SSNL
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SU0007120 SSNL
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Last modified
5/7/2020 11:32:54 AM
Creation date
9/6/2019 10:12:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007120
PE
2622
FACILITY_NAME
PA-0800110
STREET_NUMBER
21820
Direction
E
STREET_NAME
MILTON
STREET_TYPE
RD
City
LINDEN
APN
09304053
ENTERED_DATE
4/9/2008 12:00:00 AM
SITE_LOCATION
21820 E MILTON RD
RECEIVED_DATE
4/8/2008 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\M\MILTON\21820\PA-0800110\SU0007120\SS STDY.PDF
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EHD - Public
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F6.7 Discussion of An Potential Problems Predicted and/Or the Need for An Engineered or <br /> I Y g <br /> Alternative Septic System: In this area, the soils are classified as San Joaquin Sandy Loam. <br /> Due to this classification and percolation rates, a standard septic system similar to those found on <br /> surrounding parcels would be recommended on test holes 1 - 5. Engineered systems are not <br /> recommended at this time. <br /> 6.8 Discussion of Percolation Rates in Relation to the Type,I YP , Size and Location of future leach <br /> fields at the site: Based on the results of the percolation rates and the soils profile, it is <br /> I Dillon&Murphy's opinion that the subject proposed parcel is suited for a typical on-site sewage <br /> disposal systems. This 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 system, if properly installed, should not adversely <br /> �# 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. This 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 /> F VVY <br /> Q�o��ssro,� Joe by <br />` URP yFy� R. E. ,277 <br /> LU <br /> Ir n 4 <br /> F1 <br /> k ! <br /> 4 <br /> i <br /> cA00301Soil Report]209 <br /> t <br />
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