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SR0085364_SSNL
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2600 - Land Use Program
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SR0085364_SSNL
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Last modified
7/8/2022 9:36:09 AM
Creation date
7/8/2022 9:24:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085364
PE
2602
FACILITY_NAME
3428 N CHERRYLAND AVE
STREET_NUMBER
3428
Direction
N
STREET_NAME
CHERRYLAND
STREET_TYPE
AVE
City
STOCKTON
Zip
95212
APN
08709048
ENTERED_DATE
6/6/2022 12:00:00 AM
SITE_LOCATION
3428 N CHERRYLAND AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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SSS§ 6.3, 6.4, 6.5 After drilling the shallow perc test borings, the sidewalls were scored with a <br />pry -bar to open potentially smeared soil surfaces and the cuttings removed. The deeper test <br />borings could not be scored due to the corresponding depths involved. The deep exploratory <br />borings were converted to perc test borings. <br />SSS§ 6.3, 6.4, 6.5. Two inches of pea gravel was placed at the bottom and three-inch perforated <br />PVC pipe was inserted in each boring to prevent cave-ins. The test borings for Parcels 1 and 4 <br />were presaturated, 24 hrs before testing. On May 20, 2022, 0630 hrs, percolation testing <br />commenced for Parcel 1 and Parcel 4. On May 22, Parcels 2 and 3 were presaturated 24 hrs <br />before testing, which commenced on May 23, 2022. All testing was conducted under EHD Perc <br />Test Procedure #2, over a four-hour period to induce maximum soil saturation. <br />The percolation test results exhibited varying permeabilities, at varying depths in the test <br />locations. Percolation tests for each Parcel, along with related data, are summarized below in <br />Table 2, with the Field Percolation Test Rate Forms found in Appendix D: <br />TABLE 2 <br />f <br />PERCO�� TEST RESULTS AND RELATED DATA <br />PROPOSED PARCEL <br />NUMBER AND <br />POTENTIAL SEPTIC <br />SYSTEM STRUCTURE <br />PROPOSED <br />ACREAGE <br />PERC TEST DEPTHS: <br />SHALLOW <br />DEEP <br />PERC TEST <br />RESULTS <br />APPLICATION <br />RATE IN <br />GALS/SF/DAY <br />Parcel 1 <br />Leachlines and <br />Seepage Pits <br />2.24 Acres Net <br />36 INCHES <br />150.0 mpi - FAIL <br />0.100 gals/sf/day <br />144 INCHES (12 FT) <br />50.0 mpi - FAIL <br />0.311 gals/sf/day <br />276 INCHES (23 FT) <br />12.5 mpi - PASS <br />0.757 gals/sf/day <br />Parcel 2 <br />Leachlines and <br />Seepage Pits <br />2.23 Acres Net <br />36 INCHES <br />125.0 mpi - FAIL <br />0.100 gals/sf/day <br />141 INCHES (11.75 FT) <br />125.0 mpi - FAIL <br />0.100 gals/sf/day <br />271 INCHES (22.5 FT) <br />13.9 mpi - PASS <br />0.743 gals/sf/day <br />Parcel 3 <br />Leachlines and <br />Seepage Pits <br />3.24 Acres Net <br />42 INCHES <br />31.3 mpi - PASS <br />0.522 gals/sf/day <br />113 INCHES (9.5 FT) <br />0 mpi - FAIL <br />0.0 gals/sf/day <br />284 INCHES (24 FT) <br />12.5 mpi - PASS <br />0.757 gals/sf/day <br />Parcel 4 <br />Leachlines and <br />Seepage Pits <br />2.01 Acres Net <br />36 INCHES <br />50.0 mpi - PASS <br />0.311 gals/sf/day <br />143 INCHES (11.9 FT) <br />31.3 mpi - FAIL <br />0.522 gals/sf/day <br />276 INCHES (8.6 FT) <br />8.6 mpi - PASS <br />0.800 gals/sf/day <br />Chesney Consulting <br />
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