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SR0081606
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4200/4300 - Liquid Waste/Water Well Permits
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SR0081606
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Last modified
3/24/2020 1:16:26 PM
Creation date
3/24/2020 1:08:49 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0081606
PE
4222
STREET_NUMBER
5400
Direction
E
STREET_NAME
FIG
STREET_TYPE
AVE
City
MANTECA
Zip
95337
APN
22605002
ENTERED_DATE
1/8/2020 12:00:00 AM
SITE_LOCATION
5400 E FIG AVE
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
TSok
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EHD - Public
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° U'N SAN J0AQUIN p <br /> '�_� °°� �� Environmental Health Department <br /> COU NTY- <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: S 400 Date: 120?x <br /> Test Performed by: Permit#: $ 6 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 sub'ect property. <br /> Notes all water wells. 7'Lpa <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 pre 3 I-Zo?Z L (DO Xlv7 <br /> Diameter and depth of test hol 4" 12"diameter an 6"42"depth). <br /> Dimensions and depth of deep test hole 4"-12"diameter and 42"-25'or minimum 10'above seasonal high water table). <br /> LZ Test hole preparation(scoring of sidewalls, removal of loose material). <br /> Weather conditions at time of testing (raining,windy,etc. S u n V, V. S ►r!itid <br /> Soil type and condition encountered in test hole. , S D-vX <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). r- <br /> Correct amount of water used to refill hole 6"over gravel). Documented on the recordation sheet. <br /> Description of type of perc test procedure used based on conditions Procedure#1,#2,0 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 /> 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 lith logy described by appropriate rofessional using industry standard protocol. <br /> COMMENTS <br /> REHS Name: <br /> Calculations Examples: <br /> Last drop reading=.07'over 30 minutes time. Fatxdop reading=1.2'over 10 minutes time. <br /> .07'x 12"=.84"(convert from feet to inches) 2"=14.4"(convert from feet to inches) <br /> 30 minutes+.84"=35.7 minutes/inch utes . 14.4"=.69 minutes/inch <br /> EHD 4200-xx 8-1-2018 <br /> 1868 E. Hazelton Avenue I Stockton. California 95205 1 T 209 468-34201 F 209 464-0138 1 www.sjcehd.com <br />
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