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SR0082397
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4200/4300 - Liquid Waste/Water Well Permits
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SR0082397
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Last modified
9/3/2020 10:24:15 AM
Creation date
9/3/2020 10:12:34 AM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0082397
PE
4222
FACILITY_NAME
11800 E KETTLEMAN LN
STREET_NUMBER
11800
Direction
E
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06316010
ENTERED_DATE
7/30/2020 12:00:00 AM
SITE_LOCATION
11800 E KETTLEMAN LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
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EHD - Public
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A0 SKJSANUJOAQUIN Environmental Health Department <br /> —COUNTY— <br /> C. <br /> COUNTY°gvcoa� 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: $OD -{ L Date: 20 <br /> Test Performed by: e Permit#: I 5200 S23 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. 5 Zn D A4 -we, <br /> 11 <br /> Notes all man-made features(septic sstems, Aves, barns,outbuildings,animal pens,etc. <br /> Notes all natural features(ephemeral drainage courses, large stands of trees, ponds, rivers, etc. >Zoo 4,7 <br /> PERC TEST PREPARATION PROTOCOL <br /> Date and time of test hole preparation. ---7- ( l Zoo v <br /> Diameter and depth of test hole4' 12"diameter and 36"-42"depth). <br /> Dimensions and depth of dee 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. W;vi d LL n eL <br /> Soil type and condition encountered in test hole. S a4n CJ U 51-11 <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 <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 recordation sheet. <br /> -Description of type of perc test procedure used based on conditions Procedure#1,#2 or#3). <br /> Accurate 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 lithology described by appropriate professional using industy standard protocol. <br /> COMMENTS <br /> Va- C_ q, � S � �/n� 7 <br /> REHS Name: 1 D`►� I � / ,Fo S� \°� <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-m 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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