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SR0081898
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4200/4300 - Liquid Waste/Water Well Permits
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SR0081898
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Last modified
4/7/2020 2:00:50 PM
Creation date
4/7/2020 1:51:00 PM
Metadata
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EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0081898
PE
4222
STREET_NUMBER
12601
Direction
W
STREET_NAME
PLATTI
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21210003
ENTERED_DATE
3/16/2020 12:00:00 AM
SITE_LOCATION
12601 W PLATTI RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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°F SAN 10 A Q U I N Environmental Health Department <br /> COU NTY— <br /> Pa� � 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: I WAD I W, RA J Date: Zc2 Z0Z-0 <br /> Test Performed by: "'rpk7 V Permit#: 091PA#: <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. �j 2fJ 24 :0 fl <br /> Diameter and depth of test hol " 12"diameter and 36"- " e th . <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 /> Weather conditions at time of testing(raining,windy, etc. WI S t-c r7n <br /> Soil type and condition encountered in test hole. S; <br /> A dition 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 /> C ndition of test hole after the 24-hour re-soak amount of water remaining in the hole, any soil sloughing noted . <br /> orrect amount of water used to refill hole 6"over gravel). Documented on the recordAtion sheet. <br /> Description of type of perc test procedure used based on conditions Procedure#1jf2, r#3). <br /> Accurate recordings of drop and refill of water in same measurements. <br /> ame 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 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 professional using industry standard protocol, <br /> COMMENTS n `C fl �Q rm;,,/; ficba <br /> REHS Name: Dom'I OL <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 minutes/inch <br /> EHD 4200. 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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