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SU0010889_SSNL
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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120 (STATE ROUTE 120)
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2600 - Land Use Program
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PA-1600081
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SU0010889_SSNL
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Entry Properties
Last modified
11/19/2024 4:00:00 PM
Creation date
9/8/2019 12:33:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010889
PE
2626
FACILITY_NAME
PA-1600081
STREET_NUMBER
17000
Direction
E
STREET_NAME
STATE ROUTE 120
City
RIPON
Zip
95366-
APN
24506029
ENTERED_DATE
5/2/2016 12:00:00 AM
SITE_LOCATION
17000 E HWY 120
RECEIVED_DATE
5/2/2016 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\O\HWY 120\17000\PA-1600081\SU0010889\SS_NL STUDY.PDF
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EHD - Public
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S = Sufficient <br /> I= Insufficient <br /> S I 6.0 PERCOLATION TEST INFORMATION SECTION <br /> © ❑ 6.1 Site map showing the location,with concise and accurate dimensions of the percolation test holes on the parcel. <br /> msW1 E] 6.2 The minim unumber of shallow and deep percolation tests was performed for each parcel. <br /> © ❑ 6.3 Description of the date,time and protocol used to prepare the test hole,including depth and dimensions of hole, <br /> preparation of hole, and depth of water used to presoak(minimum 12 inches). <br /> Al® EJ 6.4 Description of the date, time and condition of the test hole after the 24-hour soak period(hole still intact, hole dry, <br /> depth to water remaining in hole, etc.)/o <br /> ® ❑ 6.5 The test conformed to SJC Policy EHD 02-02(correct depth,diameter, 2"gravel, 6"water refill,correct readings <br /> recorded). <br /> 0 <br /> ® El6.6 Complete Percolation Test Form(including readings)was provided with REHS verification signature. The rate <br /> was correctlyy1culated using the last reading. <br /> ❑ 6.7 Discussion of any potential problems predicted and/or the need for an engineered or alternative septic system. <br /> [�] ❑ 6.8 Discussion of percolation rates in relation to the type, size and location of future leach fields needed at the site. <br /> 7.0 CONCLUSION SECTION <br /> ❑ ❑ 7.1 The report was signed and stamped by the appropriately registered individual <br /> Reviewed By: K 3 Reviewed Date: %�/ <br />
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