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SU0012926 SSNL
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SU-94-3
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SU0012926 SSNL
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Entry Properties
Last modified
1/16/2020 9:30:15 AM
Creation date
9/4/2019 11:25:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0012926
PE
2611
FACILITY_NAME
SU-94-3
STREET_NUMBER
3128
Direction
E
STREET_NAME
COLLIER
STREET_TYPE
RD
City
ACAMPO
Zip
95220-
APN
00504010
ENTERED_DATE
1/16/2020 12:00:00 AM
SITE_LOCATION
3128 E COLLIER RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\C\COLLIER\3128\SU-94-3\SS STDY.PDF
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EHD - Public
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WHITE FENCE ESTATES <br /> Page No. 5 <br /> Note: several test holes were drilled on lot 5 in an attempt <br /> to locate a suitable percolating stratum. A sand stratum was <br /> finally encountered in a hole located along the northern edge <br /> of the lot. It is recommended that a leach field and dry <br /> wells for that lot be located along the north edge of the lot, <br /> in the approximate area of our percolation test. <br /> r <br /> VIII CONCLUSION <br /> Based on the results of the percolation tests, the soil <br /> profile, and the performance of the septic systems in the area, it <br /> is our opinion that the homesites resulting from the proposed <br /> subdivision should be suitable for use of on site sewage disposal <br /> systems. Recommended systems should include shallow leach lines <br /> and dry wells. Any proposed system should be properly designed and <br /> installed according to current San Joaquin County criteria. <br /> Based on the size of the proposed parcels and our nitrate <br /> loading study, . it is our opinion that the installation of `the <br /> proposed septic system, if properly installed, should not adversely <br /> affect the quality of the ground water in the area. <br /> IV LIMITATIONS <br /> The conclusions of this report are based on the information <br /> provided regarding the existing and proposed development, the use <br /> of the subject property, and the site conditions as they existed at <br /> the time we excavated our test holes and performed the percolation <br /> tests. It was assumed that the test holes and percolation tests <br /> results are representative of the subsurface conditions in the <br /> general area. <br /> Our professional services were performed, our findings <br /> obtained, and our conclusions proposed in accordance with generally <br /> accepted engineering principles and practices. This warranty is in <br /> lieu of all other warranties either expressed or implied. Test <br /> ssional opinion do not constitute <br /> findings and statements of profe <br /> a guarantee o arranty, expressed or implied. <br /> Q�pf ESSIpN <br /> sca AN � Very truly yours, <br /> D <br /> CO, <br /> O j� 0 `�� NEIL O. ANDERSON & ASSOC. , INC. <br /> C9 Z ! rn . <br /> Fxp. � Ne' O. An on, RCE 44619 <br /> NOA:noa, i-1041g9 •rpt] <br /> Fpr Cp4�Fo <br /> of RSO <br /> a N <br /> z w <br /> a � <br /> a <br /> 4SSOG� <br />
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