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SU0010392 SSNL
Environmental Health - Public
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SU0010392 SSNL
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Last modified
5/7/2020 11:34:33 AM
Creation date
9/6/2019 10:12:26 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010392
PE
2622
FACILITY_NAME
PA-1400259
STREET_NUMBER
20589
Direction
E
STREET_NAME
MILTON
STREET_TYPE
RD
City
LINDEN
Zip
95236-
APN
10520003
ENTERED_DATE
2/18/2015 12:00:00 AM
SITE_LOCATION
20589 E MILTON RD
RECEIVED_DATE
2/13/2015 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\M\MILTON\20589\PA-1400259\SU0010392\SS STDY.PDF
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EHD - Public
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5.3 Description of soil lithology as noted from test pit by appropriate professional using <br /> industry standard protocol: The soil in this area is classified as Archerdale clay loam, Cogna loam, <br /> and Hollenbeck silty clay as stated in the Soil Survey of San Joaquin County, California as provided by <br /> the United States Department of Agriculture, Soil Conservation Service. <br /> 5.4 Discussion of soil lithology as related to future onsite septic uses: The Archerdale clay loam and <br /> _ Hollenbeck silty clay permeability is slow. The Cogna loam permeablity is moderate. Percolation (� , <br /> rates ranged from 36 min/in to 50 min/in. (See Appendix). <br /> 6.0 PERCOLATION TEST INFORMATION SECTION <br /> 6.1 Site Map Showing the location,with concise and accurate dimensions of the percolation <br /> test holes on the parcel: (See Appendix.) <br /> 6.2 The Minimum Number of Shallow and Deep Percolation Tests was Performed for Each <br /> Parcel: Three shallow percolation test holes were prepared on the proposed parcels. 2 <br /> 6.3 Description of the Date, Time and Protocol Used to Prepare the Test Hole, Including <br /> Depth and Dimensions of Hole, Preparation of Hole, and Depth of Water Used to Presoak <br /> (Minimum 12 Inches): The shallow test holes were excavated to a depth of 42 inches and <br /> 8 inches in diameter and backfilled with 2 inches of"pea gravel" in accordance with County <br /> Standards. The shallow holes were prepared by Scott Mackey of Dillon & Murphy. 'Op May 11, 2015 <br /> at 7:30 a.m., the 24 hour presoak period was started. The holes were filled with 12 inches of water <br /> over the gravel at this time. <br /> 6.4 Description of the Date,Time and Condition of the Test Hole After the 24-Hour Soak <br /> Period (Hole Still Intact, Hole Dry, Depth to Water Remaining in Hole, Etc.): On l , <br /> May 12, 2015 at 7:30 a.m. the test holes were dry. Six inches of water was added to the holes and the l <br /> holes were deemed suitable to continue. The shallow tests passed the minimum County requirements. <br /> 6.5 The Test Conformed to San Joaquin County Policy EHD 02-02 (Correct Depth, diameter, <br /> 2" gravel, 6" Water Refill, Correct Readings Recorded): The percolation tests conformed to <br /> San Joaquin County Policy EHD 02-02. <br /> 6.6 Complete Percolation Test Form (Including Readings) Was Provided With REHS <br /> Verification Signature. The Rate Was Correctly Calculated Using the Last Reading: <br /> (See Appendix for Test Result Form.) <br /> Shallow Test Results <br /> TEST HOLE PERCOLATION RATE <br /> 1 (Parcel 1) 36 Min./In. <br /> 2 (Parcel 2) 50 Min./In. ,/ <br /> 3 (Parcel 3) 42 Min./In. <br /> *See Results in Appendix. <br /> 3 <br /> YADMD0C\2014\1490\SSS May 2015.doc <br />
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