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SU0000074 SSNL
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SU0000074 SSNL
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Entry Properties
Last modified
11/1/2019 2:30:34 PM
Creation date
9/9/2019 8:58:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0000074
PE
2622
FACILITY_NAME
MS-00-11
STREET_NUMBER
5533
Direction
E
STREET_NAME
QUASHNICK
STREET_TYPE
RD
City
STOCKTON
ENTERED_DATE
8/8/2001 12:00:00 AM
SITE_LOCATION
5533 E QUASHNICK RD
RECEIVED_DATE
6/5/2000 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\Q\QUASHNICK\5533\MS-00-11\SU0000074\SS STDY.PDF
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EHD - Public
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September 30,2002 <br /> Job Number:LG02-310 <br /> Page 7 <br /> Based on the results of this study, our office has found.the soils to be suitable for use with <br /> a standard septic system utilizing leach lines and seepage pits for each of the parcels. <br /> Sur office believes that due to the large proposed parcel sizes and the depth to ground <br /> _ water, the use of the conventionalseptic system will not negatively impact the ground water <br /> quality of the area. We recommend that the design and installation of the septic system follow <br /> the requirements established by the San Joaquin County Environmental Health Division:'. <br /> VIL LIMITATION_S <br /> ased on the information provided regarding the <br /> The conclusions of this report'are,b p _ g g <br /> existing and proposed development,the use of the subject property,.and the site conditions as <br /> " they existed at the time we excavated our test hole and performed the percolation test. It was <br /> assumed that the test hole and percolation test results are representative of the subsurface <br /> conditions in the general area. <br /> Our professional services were performed our findings obtained; and our conclusions <br /> ( " proposed.in accordance with generally-accepted engineering principles and practices. This <br /> L warranty is in lieu of all other warranties either expressed or implied. Test findings and " <br /> statements of professional opinion do not constitute a guarantee or warranty, expressed or <br /> implied. <br /> Regards,. . <br /> NEIL.O. ANDERSON &ASSOC., INC. <br /> DOT J. Welch,-,M.Sc., Senior Geologist. Garret S.H. Hub art, Mc.,SGeneral Manager <br /> LCEG-2151,CHG-653 Civil Engineer No.',5.9010 <br /> DJW,GSHH/dw <br /> \ .3 Q PJEESSIpN <br /> Q H. <br /> �� Np. 2151 .N� ' e�Og. <br /> • ENGINEERING rn <br /> GEOLOGIST �R` cD N 10 m <br /> d 6103 Z <br /> 9�0 <br /> C. <br /> aERs <br /> a <br /> :.:a....-.�.wn1.w=-..�':- .._:..w.a.r...nom+..rw.wF:.+w�ry..�.+.+.lsT±eYPi---:. .. T-�_ -x._'sW.�.r w.w w.,,w... __—_ .ate-.+tis...!.w......r�-.�✓rwn-r .,e.- 'v.-awr:�'.-+�.+-h...r <br />
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