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SU0001119 SSNL
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SU0001119 SSNL
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Entry Properties
Last modified
5/7/2020 11:28:25 AM
Creation date
9/4/2019 9:36:18 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0001119
PE
2622
FACILITY_NAME
MS-92-22
STREET_NUMBER
3650
Direction
E
STREET_NAME
ACAMPO
STREET_TYPE
RD
City
ACAMPO
ENTERED_DATE
10/10/2001 12:00:00 AM
SITE_LOCATION
3650 E ACAMPO RD
RECEIVED_DATE
8/21/1991 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\A\ACAMPO\3650\MS-92-22\SU0001119\SS STDY.PDF
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EHD - Public
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Test hole #1 was located on Parcel 1 , approximately 70 feet <br /> West of the existing septic system. Test hole #2 was <br /> located about 350 feet into Parcel 2 and 70± feet West of <br /> the East property line. On January 15, 1992 the <br /> percolation tests were performed under permit and <br /> inspection by San Joaquin Public Health Services, with <br /> results as follows : <br /> Hole #1 : Percolation Rate of 30 min/inch <br /> Hole #2: Percolation Rate of 18 min/inch <br /> The recorded results are attached as Exhibit 8. <br /> CONCLUSION <br /> Based upon the results of the percolation tests, interview <br /> and other data , it is my opinion that the subject property <br /> is suitable for septic systems, and that the use of septic <br /> systems should not impact or degradate the existing water <br /> table at the density proposed . I recommend that 10,000 <br /> S.F . for leach area be reserved on both Parcel 1 and <br /> Parcel 2 . <br /> LIMITATIONS <br /> The conclusions of this report are based on the information <br /> provided regarding the existing and proposed development , <br /> and on the site conditions as they existed at the time we <br /> performed the percolation test . It was assumed that the <br /> test hole and percolation test results are representative <br /> of an average of the subsurface conditions in the general <br /> area . <br /> Our professional services were performed , our findings <br /> obtained , and our conclusions proposed , in accordance with <br /> generally accepted engineering principles and practices. <br /> This warranty is in lieu of all other warranties, either <br /> expressed , or implied . Test findings and statements of <br /> professional opinion do not constitute a guarantee or <br /> warranty , expressed or implied . <br /> Sincerely , <br /> BAUMBACH & PIAZZA, INC. <br /> STEVEN E . PECHIN, President zV_Z <br /> i <br /> Civil Engineer No. 42764 Date <br /> QROf W/O <br /> E.PFc �y <br /> W C-13- <br /> 1 No.42764 i <br /> Exp.3-31-92 <br /> \' sf CIVIL a�Q� <br /> 9TF Of <br />
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