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SU0006607 SSNL
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SU0006607 SSNL
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Last modified
5/7/2020 11:32:35 AM
Creation date
9/4/2019 5:33:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006607
PE
2622
FACILITY_NAME
PA-0700292
STREET_NUMBER
2430
Direction
S
STREET_NAME
DRAIS
STREET_TYPE
AVE
City
STOCKTON
APN
18223013
ENTERED_DATE
6/22/2007 12:00:00 AM
SITE_LOCATION
2430 S DRAIS AVE
RECEIVED_DATE
6/22/2007 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\D\DRAIS\2430\PA-0700292\SU0006607\SS STDY.PDF
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EHD - Public
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�F <br /> �r <br /> Shallow <br /> TEST HOLE PERCOLATION RATE <br /> 1 (Parcel 2) 16 MIN./IN. <br /> 2 (Parcel 1) 31 MIN./IN. <br /> F. <br /> *See Results in Appendix. <br /> r <br /> I 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 Hollenbeck Silty Clay. Due <br /> to this classification and percolation rates, a standard septic system would be suitable for the <br /> parcels. <br /> 6.8 Discussion of Percolation Rates in Relation to the Type, Size and Location of future <br /> 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 1 and 2 are suited for a typical on- <br /> site sewage disposal systems. These systems should be properly designed and installed <br /> according to the 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 <br /> F opinion that the installation of any new proposed septic system, if properly installed, should not <br /> adversely affect the quality of groundwater in the area. <br /> F 7.0 CONCLUSION SECTION <br /> The conclusions of this report are based on the information provided regarding the proposed <br /> F development, the use of the subject property, and the site conditions as they existed at the time <br /> we excavated our test holes and performed the percolation tests. It was assumed that the test <br /> holes and percolation tests results are representative of the subsurface conditions in the general <br /> 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 /> not constitute a guarantee or warranty, expressed or implied. <br /> oFES SloN� <br /> MUFJP <br /> LU <br /> so 1� ,51 * J urphy <br /> �Tq� CJV1�- E. 45,277 <br /> OF GAL��`�e' F r <br /> 4 <br /> c:N0743\Soil Suitability Study 0707 <br />
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