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SU0011567 SSNL
Environmental Health - Public
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SU0011567 SSNL
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Last modified
5/7/2020 11:35:15 AM
Creation date
9/6/2019 10:02:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0011567
PE
2622
FACILITY_NAME
PA-1700251
STREET_NUMBER
21379
Direction
N
STREET_NAME
MANN
STREET_TYPE
RD
City
ACAMPO
Zip
95220-
APN
01728009
ENTERED_DATE
11/6/2017 12:00:00 AM
SITE_LOCATION
21379 N MANN RD
RECEIVED_DATE
11/3/2017 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\MANN\21379\PA-1700251\SU0011567\SS STUDY .PDF
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EHD - Public
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1 <br /> Shallow Test(s) <br /> ' TEST HOLE PERCOLATION RATE <br /> 1 (Parcel l) 25 Min/In <br /> ' 2 (Parcel 2) 25 Min/In <br /> *See Results in Appendix. <br /> 6.7 Discussion of any potent Tonal problems predicted and/or the need for an engineered or <br /> ' alternative septic system. In this area,the soil is classified as Kingdon Fine Sandy Loam. Due <br /> to this classification and percolation rate, a standard septic system similar to the one found on the <br /> other homesites would be recommended on the proposed parcels. <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-rats and the soils profile, it is <br /> ' Dillon&Murphy's opinion that the subject proposed parceWare suited o atypical on-site sewage <br /> disposal system. The systems should be properly designed ann&instailed 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 /> on that the installation of any new proposed septic system, if property 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 we <br /> excavated our test hole and performed the percolation test. It was assumed that the test hole and <br /> 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 /> ' �O�ESSIOA <br /> 4�po� M U RPS v <br /> 1 cv <br /> M a. sz77 J Murphy <br /> EXP.9-30-1 <br /> =71a f J it E. 45277 <br /> OF CAI�����\P <br /> 1 <br /> ' 4 <br />
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