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SU0004754 SSNL
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SU0004754 SSNL
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Last modified
5/7/2020 11:31:11 AM
Creation date
9/4/2019 10:19:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004754
PE
2622
FACILITY_NAME
PA-0400760
STREET_NUMBER
6655
Direction
N
STREET_NAME
BEECHER
STREET_TYPE
RD
City
STOCKTON
APN
08913011
ENTERED_DATE
12/27/2004 12:00:00 AM
SITE_LOCATION
6655 N BEECHER RD
RECEIVED_DATE
12/21/2004 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\B\BEECHER\6655\PA-0400760\SU0004754\SS STDY.PDF
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EHD - Public
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• <br /> May 26, 2005 <br /> NOA Project Number: E05053A <br /> 6.7 Discussion of Percolation Test Results <br /> The soils within the sewage disposal areas of the site have demonstrated a satisfactory percolation 4 �1 <br /> rate in accordance with the requirements of the EHD for the use of a standard septic system. <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. G <br /> �i <br /> 7.0 CONCLUSIONS <br /> In summa a satisfactory percolation rate of the soil was achieved in the proposed summary, ry p p posed septic disposal <br /> areas on each of the proposed parcels of the property. <br /> No ground water was encountered in any of the borings drilled on the property.The depth to <br /> { ground water was found to be approximately 100-120 feet below the ground surface for the period <br /> of Fall 1998 and Spring 1999 based on the San Joaquin County Ground Water Maps. No on-site <br /> water well was available to be tested for nitrate and DBCP. <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&A.SSOCL4TES,'INC. rr <br /> N. <br /> QV <br /> q Flo. 2151 1- <br /> Nt <br /> Rebecca Haskett,B.S. i . Welch,M.Sc. � CERT MED <br /> Project Manager CEG-2151, CHG-653, GP-1049 ENGI;\iEERING <br /> GEOLOGiS7 Q <br /> Environmental Division Manager <br /> T�OF <br /> F <br /> F1 9 <br />
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