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SR0080724
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4200/4300 - Liquid Waste/Water Well Permits
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SR0080724
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Last modified
7/24/2019 2:35:15 PM
Creation date
7/24/2019 1:54:54 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0080724
PE
4222
STREET_NUMBER
26850
Direction
N
STREET_NAME
LOWER SACRAMENTO
STREET_TYPE
RD
City
GALT
Zip
95632
APN
00503007
ENTERED_DATE
6/11/2019 12:00:00 AM
SITE_LOCATION
26850 N LOWER SACRAMENTO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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SAN J O A Q U I N 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: 150 IV 1,5,LA11fp.E� ,,� Date: <br /> Test Performed by: -7o_v, Permit#: 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. 46 npi <br /> 3,_ 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, e c. <br /> PERC TEST PREPARATION PROTOCOL <br /> Date and time of test hole preparation. ( Z <br /> Diameter and depth of test hole 4"-12"diameter and 36"42"depth). <br /> Dimensions and depth of deep test hole 4"-12"diameter and 42"-25' or minimum 10' above seasonal high water table). 2S JAW <br /> v Test hole preparation (scoring of sidewalls, removal of loose material). <br /> Weather conditions at time of testing (raining, windy, etc. S C4 J-7*7 <br /> Soil type and condition encountered in test hole. <br /> Addition of 2"of course sand or fine gravel to test hole. 6 . <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 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. <br /> escription of type of perc test procedure used based on conditionsProcedur # #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 /> Beginning and end measurements of the last reading verified by REHS.All above reviewed and verified by REHS. <br /> SOIL PROFILE <br /> Descri tion 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 D 2Z CSG rA C2 ! ' et,,,;�,Axc <br /> 6P2 3 \� ✓P C-,2 , S CGS. <br /> 1 h i S f h,` .� 0V� l Ce',, Va'� ` �• 0 <br /> i31 S iva� g 3 .-33 �';� �iL.G�►, <br /> REHS Name: 0" 1 `o— <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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