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SU0013686
Environmental Health - Public
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SU0013686
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Last modified
12/14/2020 4:17:27 PM
Creation date
10/27/2020 2:59:32 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0013686
PE
2627
FACILITY_NAME
PA-1600049
STREET_NUMBER
29700
Direction
S
STREET_NAME
AHERN
STREET_TYPE
RD
City
TRACY
Zip
95304-
APN
25502014
ENTERED_DATE
10/8/2020 12:00:00 AM
SITE_LOCATION
29700 S AHERN RD
RECEIVED_DATE
10/21/2020 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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"cisSAN JOAQUIN Environmental Health Department <br /> � COUNTY <br /> \�lFOR�c O grows rows here. <br /> j <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 gq ® $ , Date: Z 20 ZD <br /> Test Performed b 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. <br /> Notes all man-made features(septic sstems,drives, bams,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. 2 tz_Z 0 to -, v� <br /> Diameter and depth of test hole 12"diameter and 36"-42"depth). 3.'-1 t= <br /> Dimensions and depth of deep test hole 4"-12"diameter and 42"-25'or minimum 10'above seasonal high water table). <br /> est hole preparation(scoring of sidewalls, removal of loose material). <br /> 611 <br /> Weather conditions at time of testing (raining,windy,e Sa Yin k <br /> Soil type and condition encountered in test hole. c S;if k cliq <br /> ddition 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 /> 1/ Correct amount of water used to refill hole 6"over gravel). Documented on the r dation sheet. <br /> Descriptio of type of perc test procedure used based on conditions Procedure#1,(# or#3 . <br /> Accurate recordings of drop and refill of water in same measurements. <br /> me 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 /> Beoinnina 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 /> Des cri tion of soil profile pit including depth and dimensions. <br /> Soil lithology described by appropriate rofessional using industry standard protocol. <br /> COMMEN SP? M—C9,- ) �"G .� � <br /> REHS Name: , >-�D- A <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 minutesrnch 10 minutes_14.4"=.69 minutes/inch <br /> EHD 4200-xx 8-1-2018 <br /> 1868 E. Hazelton Avenue I Stockton, Califomia 952051 T 209 468-3420 1 F 209 464-0138 1 www.sjcehd.com <br />
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