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4200/4300 - Liquid Waste/Water Well Permits
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SR0081422
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Last modified
3/13/2020 8:24:24 PM
Creation date
3/13/2020 4:56:19 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0081422
PE
4222
STREET_NUMBER
14499
Direction
E
STREET_NAME
COLLIER
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
02103039
ENTERED_DATE
11/19/2019 12:00:00 AM
SITE_LOCATION
14499 E COLLIER RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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uliv <br /> ` 2j, SAN JOAQUIN Environmental Health Department <br /> COUNTY <br /> 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: 7 5 117to-zo <br /> Test Performed by: PePermit#: ZZ 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. <br /> Diameter and depth of test hole(6)12"diameter and 36"-42"depth).— <br /> Dimensions <br /> epth .Dimensions and depth of deep test hole4"- 2"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. YI Is L: (Ni <br /> Soil type and condition encountered in test hole. S 0— -cLV h p"rc( <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 — 1 — �f <br /> Condition of test hole after the 24-hour re-soak amount of water remaining in the hole, any soil sloughing noted). Z— <br /> Correct amount of water used to refill hole 6"over gravel). Documented on the recor ation sheet. 31 3.s"- <br /> V. <br /> Description of type of perc test procedure used based on conditions Procedure#1(_U, or#3). <br /> Accurate recordings of drop and refill of water in same measurements. <br /> me fixed reference point used for each reading. Description of reference point used to be included in the final report. P;r- <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 professional using industry standard protocol. <br /> COMMENTS V4_1 ' G ra 2 !!�O 1_1�1:n <br /> C' ra ZSS P?V;A �c�C <br /> -i� -k4 kole- <br /> " 9 Xute-r- <br /> REHS Name: Y6-O o'— , <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 /> 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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