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SR0081745
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4200/4300 - Liquid Waste/Water Well Permits
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SR0081745
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Last modified
3/13/2020 3:08:35 PM
Creation date
3/11/2020 4:30:41 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0081745
PE
4222
STREET_NUMBER
29700
Direction
S
STREET_NAME
AHERN
STREET_TYPE
AVE
City
TRACY
Zip
95304
APN
25502014
ENTERED_DATE
2/12/2020 12:00:00 AM
SITE_LOCATION
29700 S AHERN AVE
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
TSok
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EHD - Public
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SA N J OA Y U I N Environmental Health Department <br /> . COUNTY <br /> Greatness grows here. <br /> �f PERCOLATION TEST/SOIL PROFILE INSPECTION CHECKLIST PO2 <br /> SJC Ordinance Code,Title 9,Section 9-1105.2 <br /> EHD Policy for Percolation Test Procedure 98-01 <br /> Site Location: O Date: 11 9!_ ?�ZQ <br /> Test Performed by: I I Permit#: S 8 1 7qS I 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, 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. 2 to-- <br /> Diameter <br /> Diameter and depth of test hole jal2"diameter and 36"-42"depth). 3,L4 <br /> Dimensions and depth of dee test hole 4"-12"diameter and 42"-25'or minimum 10'above seasonal high water table . <br /> est hole preparation (scoring of sidewalls, removal of loose material). <br /> Weather conditions at time of testing(raining,windy, etc. Yt iYl,q <br /> Soil type and condition encountered in test hole. OG <br /> ddition 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 /> V Correct amount of water used to refill hole 6"over gravel). Documented on the r dation sheet. <br /> Description of a of erc test procedure used based on conditions Procedure#1 4t or 4t3). <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. <br /> Math calculations checked for accuracy. <br /> Beginning and end measurements of the last reading verified by RENS.All above reviewed and verified by RENS. <br /> SOIL PROFILE <br /> Descrition 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 /> COMMENzS ,' I�A_4_, I, <br /> b kj <br /> REHS Name: Dpi <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-mc 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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