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SR0081968
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4200/4300 - Liquid Waste/Water Well Permits
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SR0081968
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Last modified
7/22/2020 10:58:07 AM
Creation date
7/22/2020 10:38:56 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0081968
PE
4222
FACILITY_NAME
11855 W MOUNTAIN VIEW RD
STREET_NUMBER
11855
Direction
W
STREET_NAME
MOUNTAIN VIEW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
247203005
ENTERED_DATE
4/9/2020 12:00:00 AM
SITE_LOCATION
11855 W MOUNTAIN VIEW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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SANsJOAQUIN Environmental Health Department <br /> COUNTY <br /> Greotness 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: 15,S ralU Date: p <br /> Test Performed by: IS, Permit#: PAM <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 /> Jthe 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 preparation. k l 1 <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. <br /> Soil type and condition encountered in test hole. sH I; A-N.X-IQI <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 /> Description of type of erc-test procedure used based on conditions Procedure#1,#2, or#3 . Z k 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 /> f <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 by appropriate professional using industry standard protocol. <br /> COMMENTS 5 'Z A - Sr,. Sprit W/ GPSR <br /> w f to 66L"& 5 40 <br /> yin"I-eZ i n i- <br /> REHS Name: t�-OA&P?14fiA4 <br /> Calculations Examples: <br /> Last drop reading=.07'aver 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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