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SR0080566
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4200/4300 - Liquid Waste/Water Well Permits
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SR0080566
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Last modified
7/24/2019 2:25:55 PM
Creation date
7/24/2019 1:53:15 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0080566
PE
4222
STREET_NUMBER
3956
Direction
W
STREET_NAME
STONERIDGE
STREET_TYPE
DR
City
TRACY
Zip
95304
APN
23925018
ENTERED_DATE
5/2/2019 12:00:00 AM
SITE_LOCATION
3956 W STONERIDGE DR
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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Tags
EHD - Public
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oPaum;CIO <br /> \ <br /> SAN J OAQ U I N Environmental Health Department <br /> IIW —COUNTY-- <br /> F: s es <br /> P� Greatnrows here. <br /> Foa� g <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: <br /> Test Performed by: Er. C- Permit#: 5�6 1 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.. -Uoo F & S <br /> Notes all man-made features (septic sstems, drives, barns, outbuildings, animal pens, etc. C�" (0 S; <br /> Notes all natural features(ephemeral drainage courses, large stands of trees, ponds, rivers, etc. t <br /> PERC TEST PREPARATION PROTOCOL <br /> Date and time of test hole preparation. <br /> .i Diameter and depth of test hole 4"-12"diameter and 36"-42"depth). • S " NAI�r <br /> Dimensions and depth of deep test hole 4"-12"diameter and 42"-25' or minimum 10' bove seasonal high water table). <br /> L/ Test hole preparation (scoring of sidewalls, removal of loose material). <br /> a/ Weather conditions at time of testing (raining, windy, etc. Su <br /> Soil type and condition encountered in test hole. ; ( SOtr. <br /> Addition 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 <br /> Condition of test hole after the 24-hour re-soak amount of water remaining in the hole, any soil sloughing noted). r1 <br /> Correct amount of water used to refill hole 6"over gravel). Documented on the recor ation sheet. <br /> Description of type of perc test procedure used based on conditions Procedure#1 #2,br#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 /> ,-,/rBeginning and end measurements of the last reading verified by REHS.All above reviewed and verified by RENS. <br /> SOIL PROFILE <br /> V Description of the date, time, and protocol used to prepare soil profile pi , <br /> Description of soil profile pit including depth and dimensions. (0 i n tW"e <br /> Soil lithology described by appropriate prqfessional using industry standard protocol. �' <br /> COMMENTS 'A � Ctti��� Aet'1 / <br /> ` L----, f �P - mob' fm�vt�•' �. <br /> N - <br /> rl <br /> REHS Name: <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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