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SU0011040 SSNL
Environmental Health - Public
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SU0011040 SSNL
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Last modified
5/7/2020 11:34:55 AM
Creation date
9/4/2019 10:30:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0011040
PE
2622
FACILITY_NAME
PA-1600196
STREET_NUMBER
22009
Direction
N
STREET_NAME
BLOSSOM
STREET_TYPE
RD
City
THORNTON
Zip
95686-
APN
01103021
ENTERED_DATE
9/6/2016 12:00:00 AM
SITE_LOCATION
22009 N BLOSSOM RD
RECEIVED_DATE
9/2/2016 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\B\BLOSSOM\22009\PA-1600196\SU0011040\SS STUDY .PDF
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EHD - Public
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' Shallow Test(s) <br /> SHALLOW TEST HOLE PERCOLATION RATE <br /> ' 1 (Parcel 1) 28 MIN./IN. <br /> 2 (Parcel 2) 25 MIXAN. <br /> ' *See Results in Appendix. <br /> 6.7 Discussion of any potent ional problems predicted and/or the need for an engineered or <br /> ' alternative septic system. In this area,the soils are classified as Guard Clay Loam, Kingdon <br /> Fine Sandy Loam, Rindge Mucky Silt Loam, and Ryde Clay Loam. Due to this classification <br /> and percolation rate, a standard septic system similar to the one found on the other homesites <br /> ' would be recommended on Parcels 1 and 2. <br /> 6.8 Discussion of percolation rates in relation to the type,size and location of future leach <br /> fields needed 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 proposed Parcels 1 and 2 are suited for a typical <br /> on-site sewage disposal system. 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 /> 1 opinion on that the installation of any new proposed septic system, if property installed, should <br /> not 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 holes <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. The 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 /> r . <br /> Joe urpy <br /> N 4. z R. 7 <br /> 7 <br /> 4 <br /> `4j/ <br />
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