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WP0039796
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4200/4300 - Liquid Waste/Water Well Permits
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WP0039796
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Entry Properties
Last modified
8/9/2019 7:25:28 AM
Creation date
8/8/2019 1:27:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
WP0039796
PE
4372
STREET_NUMBER
3270
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95304-
APN
23860032
ENTERED_DATE
7/10/2019 12:00:00 AM
SITE_LOCATION
3270 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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SANIOAQUIN <br />COUNTY <br />Greatness 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 --_;-!50 KJ <br />Date: <br />Test Performed by: Permit#: I Sg00$ 0 yf <br />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. > (00 �4 pl.e" I f <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 <br />Diameter and depth of test hole 4"-12" diameter and 36"-42" depth). (1n, <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 />Weather conditions at time of testing (raining, windy, etc. Ing► vt <br />Soil type and condition encountered in test hole. 0 - 3 0 "c� t?/ o Ww 4-1 30 - 3f'_S A*, S� 1 <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). r <br />Correct amount of water used to refill hole 6" over gravel). Documented on the recor ion sheet. <br />"Description <br />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 />ath calculations checked for accuracy. <br />Be inning and end measurements of the last reading verified by RENS. 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 />%✓c �A- ! 6 h /,',� r✓� -c� Igo e. <br />REHS Name: <br />i , <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" = 35.7 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 />nnu 4tuu-xa o -1 -amu io <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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