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SR0080903
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4200/4300 - Liquid Waste/Water Well Permits
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SR0080903
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Last modified
11/19/2024 1:58:35 PM
Creation date
9/24/2019 11:30:28 AM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0080903
PE
4222
STREET_NUMBER
12001
Direction
S
STREET_NAME
STATE ROUTE 99
City
MANTECA
Zip
95336
APN
20405053
ENTERED_DATE
7/17/2019 12:00:00 AM
SITE_LOCATION
12001 S HWY 99
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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-nu,N <br /> SAN 10AQUIN 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 /> 01 4 <br /> Site Location: 12001 w Date: 5 <br /> Test Performed by: A'rt' Permit#: 5 j ClYbj 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, 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. $ G 30 A/411 <br /> Diameter and depth of test hole 4"-12"diameter and 36' 2"depth). , 5 i 0. c4 WQ 9 in <br /> Dimensions and depth of d eep test hole 4"-12"diameter and 42"-25' or minimum 10'above seasonal h ig h water table). <br /> Test hole preparation (scoring of sidewalls, removal of loose material). <br /> Weather conditions at time of testing (raining, windy, etc. Sc-c N n <br /> ✓ Soil type and condition encountered in test hole. <br /> Addition of 2"of course sand or fine gravel to test hole. 'rh• <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). r- <br /> Correct amount of water used to refill hole 6"over gravel). Documented on the recordation sheet. <br /> escri tion oft e of erc test procedure used based on conditions Procedure#1,#2, or#3). 5�A-r 02 f 5 ^ 'h ?j <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 lithology described by appropriate professional using industry standard protocol. <br /> COMMENTS P <br /> L <br /> �O� (�� <br /> wP gor da tri 5 6 � ✓ 30 4� . <br /> - r-O w Li S - /2 <br /> S 0 S7 and Z; t!S <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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