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SU0007140 SSNL
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SU0007140 SSNL
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Last modified
5/7/2020 11:32:55 AM
Creation date
9/9/2019 11:08:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007140
PE
2622
FACILITY_NAME
PA-0700602
STREET_NUMBER
10799
Direction
S
STREET_NAME
WING LEVEE
STREET_TYPE
RD
City
TRACY
APN
189-220-09
ENTERED_DATE
4/22/2008 12:00:00 AM
SITE_LOCATION
10799 S WING LEVEE RD
RECEIVED_DATE
4/22/2008 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\W\WING LEVEE\10799\PA-0700602\SU0007140\SS STDY.PDF
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EHD - Public
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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: Egbert Silty Clay Loam, <br /> Merritt Silty Clay Loam and Peltier Mucky Clay Loam. Due to this classificationand <br /> percolation rates, a standard septic system would be recommended on Parcels <br /> and Parcel 2. <br /> 6.8 Discussion of Percolation Rates in Relation to the Type, Size and LVis <br /> Ps. <br /> e <br /> leach fields-at-the 9ftc- B-asedon the results of the percolation rates and tis <br /> Dillon & Murphy's opinion that the s ect proposed Parcels 1 and Parcel <br /> typical on sewage disposal systems. 'These systems should be properl <br /> stalled according to the current San Joaquin County criteria for standard <br /> Based on the depth to groundwater in the area, and the size of the proposed parcels, it is our <br /> opinion that the installation of any new proposed septic system, if properly installed, should notZ <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 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 /> ,g,pFES S/_o <br /> ecil Dillon <br /> No.25835 R.C.E. 25,835 <br /> * EXP. 2-3 -09 <br /> 7 /�8 <br /> qTF OF CA��F� <br /> 4 <br /> cA0744 Soil Suitability Report 052308 <br />
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