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SU0006261_SSNL
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SU0006261_SSNL
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Last modified
11/20/2024 9:08:29 AM
Creation date
9/4/2019 6:46:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006261
PE
2622
FACILITY_NAME
PA-0600482
STREET_NUMBER
27403
Direction
E
STREET_NAME
STATE ROUTE 4
City
FARMINGTON
Zip
95230
APN
18731007 12
ENTERED_DATE
9/19/2006 12:00:00 AM
SITE_LOCATION
27403 E HWY 4
RECEIVED_DATE
9/19/2006 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\F\HWY 4\27403\PA-0600482\SU0006261\SS STDY.PDF
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EHD - Public
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Shallow <br /> TEST HOLE PERCOLATION RATE <br /> 1 (Designated Remainder) Did not pass. <br /> 2 (Parcel 1) 27.7 MIN./IN. <br /> *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 Finrod Clay Loam. Due to <br /> this classification and percolation rate, a standard septiggiystern would be recommender e <br /> property if it were built near the location of the T -t Hole Number 2. <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 rate and the soils profile, it is <br /> Dillon&Murphy's opinion that the subject parcel is suited for a typical on-site sewage disposal <br /> systems. These systems should be properly designed and installed according to the current San <br /> 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 <br /> 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 /> 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 <br /> we excavated our test hole and performed the percolation test. It was assumed that the test hole <br /> and 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 /> not constitute a guarantee or warranty, expressed or implied. <br /> ` QpOFEMOyq< <br /> ��Q����MURpti Fy <br /> � a Jo urphy <br /> m C. 45,277 <br /> 0 <br /> * -s0-0a <br /> sT9� OF CAI\FO�� <br /> r <br /> 4 <br /> '� cA0292\Soil Report 072007 <br />
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