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SR0082614
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4200/4300 - Liquid Waste/Water Well Permits
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SR0082614
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Last modified
12/28/2020 11:45:57 AM
Creation date
12/28/2020 11:44:33 AM
Metadata
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EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0082614
PE
4222
STREET_NUMBER
24320
Direction
S
STREET_NAME
FREDERICK
STREET_TYPE
AVE
City
RIPON
Zip
95366
APN
24726011
ENTERED_DATE
9/17/2020 12:00:00 AM
SITE_LOCATION
24320 S FREDERICK AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Q °Pa`U'N SAN�JOAQUIN a <br /> ' � °' Environmental Health Department <br /> COUNTY <br /> Greatness 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: 2 2 0 ►-e'&C,— C- L Date: 1 92 20-2Z <br /> Test Performed b Permit#: 15 goo g2 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 /> 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. <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. ,�z oZ D Z0 <br /> Diameter and depth of test hole 4"-12"diameter and 3 "-42"depth). 4. 61, 0� 2 L <br /> Dimensions and depth of deep test hole 4"-12"diameter and 42"-25' or minimum 10'above seasonal high water to le . <br /> Test hole preparation(scoring of sidewalls, removal of loose material). <br /> Lj Weather conditions at time of testing (raining, windy, etc. S L vt <br /> Soil type and condition encountered in test hole. ; S <br /> dition 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 record tion sheet. <br /> escri tion 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 /> V: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 /> 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 Per-c- rP e— 15, n6� �v/Y o/;,✓nt,C L <br /> 94dt4I P.rrOr. <br /> C�.an,2 �o Sc <br /> REHS Name: D 61ri nsv�-�al— <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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