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SR0082485
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4200/4300 - Liquid Waste/Water Well Permits
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SR0082485
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Last modified
3/3/2021 2:48:28 PM
Creation date
3/3/2021 2:45:20 PM
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EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0082485
PE
4222
STREET_NUMBER
26515
Direction
N
STREET_NAME
VAIL
STREET_TYPE
RD
City
THORNTON
Zip
95686
APN
00104017
ENTERED_DATE
8/20/2020 12:00:00 AM
SITE_LOCATION
26515 N VAIL RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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SAN�J0A0UIN a <br /> �� 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: y Date: 'oZ Z- <br /> Test Performed b : I Ve4Permit#: 5 00 IQ V5 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 /> 6-'Notes all water wells. '— l 0 —Sr w-e <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. / 24Z(3 40 q_0 3 74M <br /> Diameter and depth of test hol 4")12"diameter and 36"-42"depth). 3 - '-1 ' <br /> Dimensions and depth of deep test hole 4"-12"diameter and 42"-25'or minimum 10'above seasonal high water table). <br /> V,Uest hole preparation (scoring of sidewalls, removal of loose material). <br /> Weather conditions at time of testing (raining, windy, etc. S <br /> Soil type and condition encountered in test hole. <br /> Addition of 2"of course sand or fine gravel to test hole. <br /> ire-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 recordation sheet. <br /> Description of type of perc test procedure used based on conditions Procedure#1,#2, 0 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 b appropriate professional usingindust standard protocol. <br /> COMMENTS Q'0 �o� �r0 ✓) S , S (� ex-.L� k4 "It <br /> CA <br /> REHS Name: 0 0-o -/.0,-- AG j ' <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-. 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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