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SR0082486
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4200/4300 - Liquid Waste/Water Well Permits
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SR0082486
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Last modified
9/1/2020 4:50:04 PM
Creation date
9/1/2020 4:45:41 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0082486
PE
4222
STREET_NUMBER
24222
Direction
N
STREET_NAME
SADLERSTONE
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
00536015
ENTERED_DATE
8/20/2020 12:00:00 AM
SITE_LOCATION
24222 N SADLERSTONE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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'°P SANJOAQUIN Environmental Health Department <br /> —COUNTY— <br /> C' <br /> l 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: Date: $ <br /> Test Performed by: e Permit#: SP—oo o aLJLYJ 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. 20 Z ^ o ' O C9 <br /> Diameter and depth of test hol 4"- 2"diameter and 36"42"depth). - 3 2421 dw 44 <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 /> Bather conditions at time of testing (raining, windy, etc. *-11-2 <br /> Soil type and condition encountered in test hole. _j 41.1 d <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 /> P RC 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 /> ct amount of water used to refill hole 6"over gravel). Documented on the record 'on sheet. <br /> Description of type of perc test procedure used based on conditions Procedure#1 62, r#3). <br /> A ate recordings of drop and refill of water in same measurements. <br /> S 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 <br /> REHS Name: <br /> calculations Example . <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 minuteslinch 10 minutes+14.4"=.69 minutes/inch <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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