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SR0086067
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Last modified
12/14/2022 3:14:18 PM
Creation date
11/29/2022 9:29:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SR0086067
PE
2602
FACILITY_NAME
9490 E SCHMIEDT RD
STREET_NUMBER
9490
Direction
E
STREET_NAME
SCHMIEDT
STREET_TYPE
RD
City
LODI
Zip
95240
APN
05111004
ENTERED_DATE
11/17/2022 12:00:00 AM
SITE_LOCATION
9490 E SCHMIEDT RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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Soil Suitability&Nitrate Loading Evaluation CTE Job#25-1256G <br /> New Septic Leech Lines <br /> 9490 E Schmeidt Rd <br /> Lodi, California <br /> June 29, 2022 Page 3 of 10 <br /> The following San Joaquin County permit records were available for other surrounding properties <br /> along East Liberty Road; <br /> • At 9591 E Kirschenman Rd (APN: 051-11-069), a permit was obtained in 1979 for a new <br /> septic and leach line <br /> o 3 permits were obtained in 2006 for a new well and 2 replacement wells. <br /> • At 9403 E Kirschenman Rd (APN 051-11-005), a permit was obtained in 2002 for a new <br /> well. <br /> o A permit was obtained in 2005 for septic and leach line repair. <br /> • At 9201 E Kirschenman Rd (APN 051-11-018), a permit was obtained in 1977 for a new <br /> well. <br /> • At 18600 N Bruella Rd(APN 051-11-059), a permit was obtained in 2014 for a new well. <br /> • At 9321 E Schmiedt Rd(APN 051-11-068), a permit was obtained in 2016 for a new well. <br /> • At 9403 E Schmiedt Rd (APN 051-11-003), a permit was obtained in 1970 for a new <br /> septic and leach field. <br /> o A permit was obtained in 1977 for a new well. <br /> 5.0 FIELD INVESTIGATION <br /> A preliminary field investigation, conducted on June 10, 2020, included site reconnaissance, <br /> mapping of surficial site deposits, and the excavation of one percolation test hole for septic leach <br /> lines (designated "P-1") to a maximum depth of 36 inches. Percolation test hole logs, percolation <br /> data, and test results are attached as Appendix-A. The percolation test location is shown on the <br /> "Exploration Map", attached as Figure-2. <br /> The test hole for this study was drilled using a 4-inch diameter hand auger. The maximum <br /> explored depth was 3.0± feet below existing ground surface (begs). Soils were logged in the field <br /> by a CTE Field Geologist and were classified according to the Unified Soil Classification System <br /> (ASTM D2487)based on field testing, and visual observations. <br /> % M <br /> 7CAALI .INC <br />
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