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SR0085267
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4200 – Liquid Waste Program
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SR0085267
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Last modified
10/6/2022 11:04:33 AM
Creation date
10/6/2022 10:27:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
RECORD_ID
SR0085267
PE
2602
STREET_NUMBER
9409
Direction
W
STREET_NAME
ARBOR
STREET_TYPE
AVE
City
TRACY
Zip
95304
APN
21216020
ENTERED_DATE
5/12/2022 12:00:00 AM
SITE_LOCATION
9409 W ARBOR AVE
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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' SAN JOAQUIN Environmental Health Department <br /> ---COU NTY-- <br /> CgU���P'; Gr E'Uif1e"SS yf O�V'S I1�(e. <br /> PERCOLATION TEST/SOIL PROFILE INSPECTION CHECKLIST <br /> SJC Ordinance Code,Title 9,Section 9-1105.2 <br /> EHD Policy for Percolation Test Procedure 98-01 <br /> Site Location: SO 1 Date: 11 1 OR-12-1 <br /> Test Performed by: I fANVAyjUPermit#: PA#: <br /> SITE MAP <br /> Includes perc test and soil profile locations with accurate measurements from a fixed reference point(must be able to locate <br /> the test hole areas in the future). Perc/soil profile holes must meet distance setbacks as noted in the sewage standards for <br /> septic system locations. Percolation test holes and soil profile pits must be conducted in the area proposed for future septic <br /> systems. <br /> Notes any changes in elevation on the subject property. <br /> Notes all water wells. <br /> Notes all man-made features septics stems, drives, barns, outbuildings, animal pens, etc. <br /> Notes all natural features(ephemeral drainage courses, large stands of trees, ponds, rivers, etc. <br /> PERC TEST PREPARATION PROTOCOL <br /> Date and time of test hole preparation. <br /> Diameter and depth of test hole 4"-12"diameter and 36"-42"depth). <br /> Dimensions and depth of deep test hole 4"-12"diameter and 42"-25'or minimum 10'above seasonal h ig h water table). <br /> Test hole preparation (scoring of sidewalls, removal of loose material). <br /> Weather conditions at time of testing (raining, windy, etc. <br /> Soil type and condition encountered in test hole. <br /> Addition of 2"of course sand or fine gravel to test hole. <br /> Pre-soak by addition of minimum 12"of water over gravel 24-hours before test). <br /> PERC TEST CONDITIONS, MEASUREMENTS,AND REPORTING <br /> Condition of test hole after the 24-hour re-soak amount of water remaining in the hole, any soil sloughing noted), <br /> Correct amount of water used to refill hole 6"over gravel). Documented on the recordation sheet. <br /> Descri tion of type of perc test procedure used based on conditions Procedure#1,#2,or#3). <br /> Accurate recordings of drop and refill of water in same measurements. <br /> Same fixed reference point used for each reading. Description of reference point used to be included in the final report. <br /> Math calculations checked for accuracy. _ <br /> Beginning and end measurements of the last readingverified b REH�above reviewed and verified by REHS. <br /> SOIL PROFILE <br /> Description of the date, time, and protocol used to prepare soil profile pit. <br /> Description of soil profile pit including depth and dimensions. <br /> Soil lithology described by appropriate professional using industry standard protocol. <br /> COMMENTS <br /> REHS Name: <br /> Calculations Examples: <br /> Last drop reading=.07'over 30 minutes time. Last drop reading=1.2'over 10 minutes time. <br /> .07'x 12"=.84"(convert from feet to inches) 1.2'x 12"=14.4"(convert from feet to inches) <br /> 30 minutes=.84"=35.7 minutes/inch 10 minutes—14.4"=.69 minuteslinch <br /> EHD4200-xx 8-1-2018 <br /> 1868 E. Hazelton Avenue I Stockton, California 95205 1 T 209 468-3420 1 F 209 464-0138 1 www.sjcehd.com <br />
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