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SR0081687
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4200/4300 - Liquid Waste/Water Well Permits
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SR0081687
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Last modified
3/16/2020 4:16:33 PM
Creation date
3/16/2020 2:08:51 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0081687
PE
4222
FACILITY_NAME
4855 E BRUNSWICK RD
STREET_NUMBER
4855
Direction
E
STREET_NAME
BRUNSWICK
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
19704010
ENTERED_DATE
1/30/2020 12:00:00 AM
SITE_LOCATION
4855 E BRUNSWICK RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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°amu'"c SAN 10AQUIN 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: S pt' Date: 2 'Z 9zD <br /> Test Performed by: I lqj?� Permit#: b( 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 pre aration. <br /> Diameter and depth of test hole " 12"diameter and 36"-42"depth). f 3 . 2 y <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 /> Bather conditions at time of testing (raining, windy, etc. 5 u n n <br /> Soil type and condition encountered in test hole. 54 / S A, <br /> Addition of 2"of course sand or fine gravel to test hole. <br /> Pre-soak b addition of minimum 12"of water over gravel (24-hours before test). <br /> PERC TEST CONDITIONS, MEASUREMENTS,AND REPORTING <br /> ondition 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 /> escri tion of type of perc test procedure used based on conditions Procedure#1, 2, #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. Y60e <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 professional using industry standard protocol. <br /> COMMENTS <br /> PSC IrO�'� 7-Z l�'► ,,,,C h <br /> REHS Name: �j"� v�SG�r 41- <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-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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