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SR0085848_SSNL
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2600 - Land Use Program
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SR0085848_SSNL
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Last modified
10/12/2022 3:48:46 PM
Creation date
10/12/2022 3:39:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085848
PE
2602
STREET_NUMBER
4747
Direction
E
STREET_NAME
ACAMPO
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
01703030
ENTERED_DATE
9/30/2022 12:00:00 AM
SITE_LOCATION
4747 E ACAMPO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Shallow Test <br />TEST HOLE PERCOLATION RATE <br />1 (Parcel 1) 27.8 Min/In <br />*See Results in Appendix. <br />6.7 Discussion of any potential problems predicted and/or the need for an engineered or <br />alternative septic system. In this area, the soils are classified as Acampo Sandy Loam. There is <br />a potential issue with the addition septic system related to percolation. An additional proprietary <br />nitrate reduction system will be required to reduce nitrates to the required standards. <br />6.8 Discussion of percolation rates in relation to the type, size and location of future leach <br />fields needed at the site. Based on the results of the percolation rate and the soils profile, it is <br />Dillon & Murphy's opinion that the subject parcel is suited for a typical on-site sewage disposal <br />system with the addition of the nitrate reduction system. The systems should be properly designed <br />and installed according to the current San Joaquin County criteria for standard septic systems. <br />Based on the depth to groundwater in the area, and the size of the existing parcel, it is our opinion <br />on that the installation of any new proposed septic system, if properly installed, should not affect <br />the quality of groundwater in the area. <br />7.0 CONCLUSION SECTION <br />The conclusions of this report are based on the information provided regarding the proposed <br />development, the use of the subject property, and the site conditions as they existed at the time we <br />excavated our test hole and performed the percolation test. It was assumed that the test hole and <br />percolation test results are representative of the subsurface conditions in the general area. <br />Our services were performed, our findings obtained, and our conclusions proposed in accordance <br />with generally accepted engineering principles and practices. The warranty is in lieu of all other <br />warranties either expressed or implied. Test findings and statements of professional opinion do <br />not constitute a guarantee or warranty, expressed or implied. <br />.�pFFSSliiy�� <br />U Pp,Y � i\ <br />Murphy <br />r IJo, 4527 R. .E. 45277 <br />CF C <br />El! <br />
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