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SR0079622
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4200/4300 - Liquid Waste/Water Well Permits
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SR0079622
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Last modified
4/17/2019 11:19:53 AM
Creation date
4/17/2019 11:01:29 AM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0079622
PE
4222
STREET_NUMBER
8408
Direction
N
STREET_NAME
BEECHER
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
08915020
ENTERED_DATE
9/11/2018 12:00:00 AM
SITE_LOCATION
8408 N BEECHER RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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'r1IRG <br />SAN 10AQUIN <br />COUNTYGreatness grows here. <br />Environmental Health Department <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: 1 ;64 QljO N, B66,C*V-eK R-OAD -, MCMrl I Date: <br />Test Performed by: I MIK& I Permitif. ISR DOMOZZAM <br />SITE MAP <br />V11 <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 are proposed for future septic <br />systems. <br />Notes any changes in elevation on the subject property. <br />Notes all water wells. n oti <br />Notes all man-made features (septic sstems, drives, bams, outbuildings, animal pens, etc. <br />,J <br />Notes all natural features (ephemeral drainage courses, large stands of trees, ponds, rivers, etc. I p <br />PERC TEST PREPARATION PROTOCOL <br />Date and time of test hole preparation. <br />Diameter and depth of test hole 4"-12" diameter and 36"-42" depth). <br />Dimensions and depth of deep test hole 4"-12" diameter and 42"-25' or minimum 10' above seasons hi h water table). <br />Test hole preparation(scoring of sidewalls, removal of loose material). <br />Weather conditions at time of testing (raining, windy, etc. <br />Soil type and condition encountered in test hole. <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 />Correct amount of water used to refill hole 6" over gravel). Documented on the recordation sheet. <br />Descri tion of type of perc test procedure used based on conditions Procedure #1, #2, or #3). MCQl�t'L° 4"7' <br />Accurate recordings of drop and refill of water in same measurements. <br />V. <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 />Begin inand 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 <br />Rendra Q 00 Owl .a �.7e)�� <br />-----� <br />Rs�acicr� G I130arn—� �dqs SamI n <br />;� <br />�n <br />REHS Name: <br />Calculations Examples: <br />Last drop reading = .07' over 30 minutes time. <br />.07'x 12" = .84" (convert from feet to inches) <br />30 minutes + .84" = 363 minutes/inch <br />Last drop reading =1.2' over 10 minutes time. <br />1.2'x 12" =14.4" (convert from feet to inches) <br />10 minutes + 14.4" = .69 minutes/inch <br />EHD4200-xa 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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