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SR0081812
Environmental Health - Public
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4200/4300 - Liquid Waste/Water Well Permits
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SR0081812
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Last modified
4/7/2020 2:23:45 PM
Creation date
4/7/2020 2:18:55 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0081812
PE
4222
FACILITY_NAME
15999 W CORRAL HOLLOW RD
STREET_NUMBER
15999
Direction
W
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95377
APN
25114005
ENTERED_DATE
2/27/2020 12:00:00 AM
SITE_LOCATION
15999 W CORRAL HOLLOW RD
QC Status
Approved
Scanner
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EHD - Public
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PpU11V <br /> c° S A N J 0 A QU I N Environmental Health Department <br /> -COUNTY <br /> �tiFoa� Greatness grows here. <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: Sqqq W, 6,,rrC_1 XTw Tj I Date: I2�Zo <br /> Test Performed by: ,yr Permit#: S / 9/2 1 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(septic sstems, 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. '75 cD <br /> Diameter and depth of test hole 4"- 2"diameter and 36"-42"depth). ; h <br /> Dimensions and depth of deep test hole 4"-12"diameter and 42"-25'or minimum 10' above seasonal high water table). <br /> Test hole preparation(scoring of sidewalls, removal of loose material). <br /> ather conditions at time of testing rainin ,w ,etc. ivy <br /> Soil type and condition encountered in test hole. C o- <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 /> escrition of type of perc test procedure used based on conditions Procedure#1 #2 r#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 /> Be inning and end measurements of the last reading verified by REHS.All 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 rofessional using industry standard protocol. <br /> COMMENTS <br /> rz,C a la <br /> REHS Name: ci�_ <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 minutestiinch 10 minutes-14.4"=.69 minutes/inch <br /> EHD 4200-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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