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4200/4300 - Liquid Waste/Water Well Permits
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SR0081357
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Last modified
1/7/2020 4:46:09 PM
Creation date
1/7/2020 4:43:47 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0081357
PE
4222
STREET_NUMBER
10196
Direction
S
STREET_NAME
PRIEST
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231
APN
19322068
ENTERED_DATE
11/4/2019 12:00:00 AM
SITE_LOCATION
10196 S PRIEST RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
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EHD - Public
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GUI <br /> "c SAN 10AQUIN p <br /> ° Environmental Health Department <br /> C 0 U f,JTY— <br /> �atP 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: 1101Date: <br /> Test Performed by: r r Permit#: tW PAM <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, bams,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 /> ate and time of test hole preparoon. I( 1 <br /> iameter and depth of test hole " 12"diameter and 36" 2" a 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. S 7 K q <br /> ittype and condition encountered in test hole. l Dwt <br /> Addition of 2"of course sand or fine gravel to test hole. <br /> re-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 recordati et. <br /> escrition of type of perc test procedure used based on conditions ProcedureM,#2,or 3 . <br /> A urate 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 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 lith logy described by appropriate rofessional usingindust standard protocol. <br /> COMMENTS <br /> .60 <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 minutes/inch <br /> EHD 4200-roc 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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