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SR0083007
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4200/4300 - Liquid Waste/Water Well Permits
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SR0083007
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Last modified
6/7/2021 4:13:29 PM
Creation date
6/7/2021 3:07:34 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0083007
PE
4222
STREET_NUMBER
23751
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
00727044
ENTERED_DATE
12/14/2020 12:00:00 AM
SITE_LOCATION
23751 N JACK TONE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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CgCP/ <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: I 23 S T r�c. 12 <br />I Date: <br />Z 2 0312p'7—� <br />Test Performed b : <br />e <br />Permit#. 30o <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 />No s any changes in elevation on the subject property. <br />Uoollqotes <br />all water wells. <br />Notes all man-made features septics stems, 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. I2 ft 249 Zv <br />Diameter and depth of test hol 4" 12" diameter and 36"-42" depth). . 0 <br />imensions and depth of deep test hole 4"- <br />2" diameter and 42"-25' or minimum 10' above seasonal high water table). 5-d <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 />Ad ition of 2" of course sand or fine gravel to test hole. <br />re -soak by addition of minimum 12" of water over gravel (24 -hours before test). <br />PERC TEST CONDITIONS, MEASUREMENTS, AND REPORTING Co aQb� h o- �wj <br />ondition of test hole after the 24-hour pre-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. d¢e49 <br />escription oft pe of perc test procedure used based on conditions Procedure #1(!(j2, 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 />oebeginning 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 industry standard protocol. <br />COMMENTS <br />�.�1� <br />J4 (� V,4,1t eo-�•`N� <br />k aA Collwjt -fes o vera h4 <br />.k- wo-s cl¢o✓�� r � o r --�-o -��� rte+ <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" = 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 />EHD 4200-xx 8-1-2018 <br />1868 E. Hazelton Avenue � Stockton, California 95205 1 T 209 468-34201 F 209 464-0138 1 www.sjcehd.com <br />
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