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SU0008832 SSNL
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SU0008832 SSNL
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Last modified
5/7/2020 11:33:42 AM
Creation date
9/8/2019 12:41:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008832
PE
2622
FACILITY_NAME
PA-1100125
STREET_NUMBER
4330
Direction
W
STREET_NAME
PELTIER
STREET_TYPE
RD
City
LODI
Zip
95240
APN
01302001
ENTERED_DATE
7/22/2011 12:00:00 AM
SITE_LOCATION
4330 W PELTIER RD
RECEIVED_DATE
7/21/2011 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\P\PELTIER\4330\PA-1100125\SU0008832\SS STDY.PDF
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EHD - Public
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Shallow Tests <br /> TEST HOLE PERCOLATION RATE <br /> Parcel 1 15 min./in. <br /> Designated Remainder 21 min./in. V/ <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 soil is classified as Tokay Fine Sandy Loam. Due to <br /> this classification and percolation rate, a standard septic system similar to the one found on the ((e.l) <br /> other homesites would be recommended on Parcel 1, and the Designated Remainder. <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 soil profile, it is <br /> Dillon & Murphy's opinion that the subject Parcel 1, and Designated Remainder are suited for a <br /> typical 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 parcel, it is our <br /> 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 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. 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 /> QpOFESS/01, \ <br /> h�Qc�O O� <br /> MU 6 1) <br /> CD <br /> T45,277 <br /> yCr * -\1 X <br /> * ew <br /> "0-12 <br /> STgT CIV1\� Qa�P <br /> F <br /> 0F C A�IF� 4 <br />
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