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SR0083005
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4200 – Liquid Waste Program
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SR0083005
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Last modified
6/14/2021 4:48:09 PM
Creation date
6/14/2021 4:39:12 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
RECORD_ID
SR0083005
PE
4222
STREET_NUMBER
3349
Direction
W
STREET_NAME
LEHMAN
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
25502058
ENTERED_DATE
12/14/2020 12:00:00 AM
SITE_LOCATION
3349 W LEHMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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SANdOAQUIN <br />COUNTY 1 <br />IFOR" <br />Environmental Health Department <br />Greatness grows here. <br />PERCOLATION TEST/SOIL PROFILE INSPECTION CHECKLIST <br />SJC Ordinance Code, Title 9, Section 9-1105.2 <br />END Policy for Percolation Test Procedure 98-01 <br />Site Location: 3-7,ikaL uj, G.eituvlan Pd. Tcy. 1 I Date: 12/3//20 <br />Test Performed by: g' Icic.h • P rmit#: 5g 0°2'563)1 PAtt: <br />SITE MAP <br />H-7 • <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 />q 5 Notes any changes in elevation on the subject property. <br />R5 Notes all water wells. <br />Notes all man-made features (septic systems, 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 />t ;.. Date and time of test hole preparation. <br />A . 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). <br />AS Test hole preparation (scoring of sidewalls, removal of loose material). <br />Weather conditions at time of testing (raining, windy, etc.) <br />AS Soil type and condition encountered in test hole. <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 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 />A Description of type of perc test procedure used based on conditions (Procedure <br />p 5.. Accurate recordings of drop and refill of water in same measurements. <br />p, 5. Same fixed reference point used for each reading. Description of reference point used to be included in the final report. <br />V, 5, Math calculations checked for accuracy. <br />p5 Beginning and end measurements of the last reading verified bytKEHS. All above reviewed and verified byyEHS. <br />SOIL PROFILE <br />1\ f) Description of the date, time, and protocol used to prepare soil profile pit. <br />pIS Description of soil profile pit including depth and dimensions. <br />IA . Soil lithology described by appropriate professional using industry standard protocol. <br />COMMENTS <br />REHS Name: AUCLia-Ltli ne45) <br />Calculations Examples: <br />Last drop reading = .07' over 30 minutes time. <br />.07' x 12" = .84" (convert from feet to inches) <br />30 minutes ÷ .84" = 35.7 minutes/inch __ <br />Last drop reading = 1.2 over 10 minutes time. <br />1.2' x 12" = 14.4" (convert from feet to inches) <br />10 minutes ÷i4.4" = .69 minutes/inch <br />EHD 4200-xx 8-1-2018 <br />1868 E. Hazelton Avenue I Stockton, California 95205 I T 209 468-3420 I F 209 464-0138 I www.sjcehd.com
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