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SU0004986 SSNL
Environmental Health - Public
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SU0004986 SSNL
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Last modified
5/7/2020 11:31:23 AM
Creation date
9/4/2019 11:24:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004986
PE
2631
FACILITY_NAME
PA-0500195
STREET_NUMBER
14345
Direction
E
STREET_NAME
COLLIER
STREET_TYPE
RD
City
ACAMPO
APN
02103001
ENTERED_DATE
4/13/2005 12:00:00 AM
SITE_LOCATION
14345 E COLLIER RD
RECEIVED_DATE
4/12/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\gmartinez
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\MIGRATIONS\C\COLLIER\14345\PA-0500195\SU0004986\SS STDY.PDF
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EHD - Public
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PERCOLATION TEST/SOIL PROFILE <br /> INSPECTION CHECKLIST <br /> San Joaquin County Development Title Chapter 9-1105, <br /> Section 9-1105.2 <br /> EHD Policy for Percolation Test Procedure 98-01 <br /> PA#: <br /> SITE LOCATION: <br /> S=Sufflecien PERMIT #: INSPECTION DATE: <br /> 1=1nsufcien <br /> S I <br /> 1.0 SITE MAP <br /> ❑ ❑ 1.1 Includes perc test and soil profile locations with accurate measurements from a fixed reference point <br /> (must be able to locate the test hole areas in the future). Perc/soil profile holes must meet distance <br /> setbacks as noted in the sewage standards for septic system locations. Percolation test holes and soil <br /> profile pits must be conducted in area proposed for future septic systems. <br /> ❑ ❑ 1.2 Notes any changes in elevation on the subject property. <br /> ❑ ❑ 1.3 Notes all water wells. <br /> ❑ ❑ 1.4 Notes all man-made features (septic systems, drives, barns, out buildings, animal pens, etc.) <br /> ❑ ❑ 1.5 Notes all natural features (ephemeral drainage courses, large stands of trees, ponds, rivers, etc). <br /> 2.0 PERC TEST PREPARATION PROTOCOL <br /> ❑ ❑ 2.1 Date and time of test hole preparation. <br /> ❑ ❑ 2.2 Diameter and depth of test hole (4" - 12" diameter and 24" - 42" depth). <br /> ❑ ❑ 2.3 Test hole preparation (scoring of sidewalls, removal of loose material). <br /> ❑ ❑ 2.4 Weather conditions at time of test (raining, windy, etc.). <br /> ❑ ❑ 2.5 Soil type and condition encountered in test hole. <br /> ❑ ❑ 2.6 Addition of 2" of rock to test hole. <br /> ❑ ❑ 2.7 Pre-soak by addition of minimum 12" of water over rock (24 hours before test). <br /> 3.0 PERC TEST CONDITIONS, MEASUREMENTS AND REPORTING - <br /> ❑ ❑ 3.1 Condition of test hole after the 24 hour pre-soak (amount of water remaining in the hole, any soil <br /> sloughing noted). <br /> ❑ ❑ 3.2 Correct amount of water used to refill hole (6" over gravel). Documented on the recordation <br /> sheet. <br /> ❑ ❑ 3.3 Description of type of perc test procedure used (Procedure #1, #2, or#3). <br /> ❑ ❑ 3.4 Accurate recordings of drop and refill of water in same measurements. <br /> ❑ ❑ 3.5 Same fixed reference point used for each reading. Description of reference point used needed for final <br /> ❑ ❑ report. <br /> 3.6 Math calculations checked for accuracy. <br /> ❑ ❑ 3.7 Last reading verified by RENS. All above reviewed and verified by REHS. <br /> 4.0 SOIL PROFILE <br /> ❑ ❑ 4.1 Description of the date, time and protocol used to prepare the soil profile pit. <br /> ❑ ❑ 4.2 Description of soil profile pit including depth and dimensions. <br /> ❑ ❑ 4.3 Soil lithology described by appropriate professional using Industry standard protocol. <br /> COMMENTS: <br /> BY <br />
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