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SR0083976_SSNL
Environmental Health - Public
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SR0083976_SSNL
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Last modified
2/10/2022 9:33:35 AM
Creation date
8/9/2021 1:22:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0083976
PE
2602
STREET_NUMBER
12184
Direction
N
STREET_NAME
HIBBARD
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06323042
ENTERED_DATE
7/20/2021 12:00:00 AM
SITE_LOCATION
12184 N HIBBARD LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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12172 N Hibbard Road Project No. 2021-00063 P a g e | 12 <br />Table 7. <br />Summary of Percolation Test – June 25, 2021 <br />Test No., <br />Date Tested <br />Percolation <br />Test <br />Depth <br />(inches) <br />Percolation <br />Rate <br />(minutes/inch) <br />Test <br />Duration <br />Comments <br />(See notes) <br />12172 Hibbard Road <br />P-1 (shallow) 41 50 4-hour Satisfactory <br />Note: A satisfactory percolation rate for a “shallow” test is less than or equal to 60 minutes per inch and greater than or equal to 1 <br />minute per inch. <br />The soil within the percolation test area for 12172 Hibbard Road demonstrated a satisfactory <br />percolation rate in accordance with the requirements of the EHD for the use of a standard septic <br />system. <br />9.0 SOIL SUITABILITY STUDY CONCLUSIONS <br />In summary, a percolation rate that meets the minimum EHD standards was achieved within the <br />proposed septic disposal area for the parcel located at 12172 Hibbard Road; the soil appears suitable <br />for the use of a standard septic system. <br />10.0 LIMITATIONS <br />The conclusions of this report are established from the information provided regarding the proposed <br />and existing development and the site conditions as they existed at the time which we excavated our <br />test hole and performed the percolation test. It was assumed that the test hole and percolation test <br />result is representative of the subsurface conditions in the general area. <br />If there is a substantial amount of time between the submission of this study and commencement of <br />work at the site, or if conditions have changed due to construction activities or natural causes at or <br />adjacent to the site, we recommend that our report be reviewed to access the applicability of the <br />recommendations and conclusions with consideration regarding changed conditions and or lapse of <br />time. This report should not be used after 3 years without a review and update from our office. <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.
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