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SU0004496 SSNL
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SU0004496 SSNL
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Last modified
5/7/2020 11:30:48 AM
Creation date
9/9/2019 10:40:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004496
PE
2622
FACILITY_NAME
PA-0400267
STREET_NUMBER
12420
Direction
E
STREET_NAME
TOKAY COLONY
STREET_TYPE
RD
City
LODI
APN
06322031
ENTERED_DATE
6/1/2004 12:00:00 AM
SITE_LOCATION
12420 E TOKAY COLONY RD
RECEIVED_DATE
6/1/2004 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\T\TOKAY COLONY\12420\PA-0400267\SU0004496\SS STDY.PDF
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EHD - Public
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w <br /> October 13, 2004 <br /> OA Project Number: E040109A <br /> 6.8 Discussion of Septic System Sizing <br /> Septic System Construction should follow the San Joaquin County On-Site Wastewater Disposal <br /> Standards where applicable. <br /> 7.0 CONCLUSIONS <br /> 6. In summary, satisfactory percolation rates of the soil were achieved in the proposed septic disposal <br /> areas of both parcels. The parcels appear suitable for a standard septic system. We recommend that <br /> v <br /> the design and installation of the septic systems follow the requirements established by the EHD. <br /> No ground water was encountered in any of the borings drilled on the property, and the depth to <br /> ground water is approximately 100-110 feet below the ground surface for the period of Fall 1998 <br /> ` and Spring 1999. The water sample collected was found to have 6 Mg/L- 3,well below the <br /> maximum contaminant level (MCL) set by the US EPA of 45 mg/L-N 3 BCP w�s not detecte <br /> vim in the water sample. — <br /> 8.0 LIMITATIONS <br /> ` The conclusions of this report are based on the information provided regarding the existing and <br /> proposed development, the use of the subject property, and the site conditions as they existed at the <br /> time we excavated our test holes and performed the percolation tests. It was assumed that the test <br /> ` holes and percolation test results are representative of the subsurface conditions in the general area. <br /> Our professional services were performed, our findings obtained, and our conclusions proposed in <br /> accordance with generally accepted engineering principles and practices. This warranty is in lieu of <br /> all other warranties either expressed or implied. Test findings and statements of professional <br /> ` opinion do not constitute a guarantee or warranty, expressed or implied. <br /> ` NEIL O.ANDERSON&ASSOC., INC. <br /> Abigail N,02cco,B.A. David J. Welch,M.Sc. <br /> Project Manager CEG-2151, CHG-653, GP-1049 <br /> Environmental Division Manager <br /> 6. <br /> QED GAO <br /> No. 2151 y N1 <br /> L O CERTIFIED <br /> ENGINEERING <br /> GEOLOGIST Q <br /> `, 10 TFOF CAL�FO� <br /> f` <br />
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