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SU0006671 SSNL
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SU0006671 SSNL
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Last modified
5/7/2020 11:32:39 AM
Creation date
9/6/2019 10:22:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006671
PE
2622
FACILITY_NAME
PA-0600606
STREET_NUMBER
12744
Direction
N
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
LODI
Zip
95240
APN
06327049
ENTERED_DATE
8/3/2007 12:00:00 AM
SITE_LOCATION
12744 N JACK TONE RD
RECEIVED_DATE
7/31/2007 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\J\JACK TONE\12744\PA-0600606\SU0006671\SS STDY.PDF
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EHD - Public
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4.6 Complete Chain of Custody document, including printed and signed name of / 6) <br /> third party sampler, condition of sample and date and time the sample was <br /> submitted to the lab. For Laboratory samplers, complete laboratory report to <br /> include the above noted information: The complete chain of custody document is <br /> located in the Appendix. <br /> 5.0 SOIL PROFILE INFORMATION SECTION: <br /> 5.1 Site map showing location, with dimensions, of the soil profile pit on the <br /> parcel: See Appendix. <br /> 5.2 Description of soil profile pit including depth and dimensions: The test holes <br /> were prepared per County Standards. See Neil O. Anderson & Associates test l <br /> results in Appendix. <br /> 5.3 Description of soil lithology as noted from test pit by appropriate professional <br /> using industry standard protocol: The soil in this area is classified as San Jaoquin �5 <br /> Sandy Loam and San Joaquin Loam as stated in the Soil Survey of San Joaquin <br /> County, California as provided by the United States Department of Agriculture, Soil <br /> Conservation Service. <br /> 5.4 Discussion of soil lithology as related to future onsite septic uses: The San <br /> Joaquin Sandy Loam and San Joaquin Loam traditionally has a very slow <br /> permeability. However, percolation rates were 7.57 min/in for test hole parcel 1 <br /> and 6.25 min/in for test hole designated remainder. (See Appendix.) <br /> 6.0 PERCOLATION TEST INFORMATION SECTION <br /> _ 6.1 Site Map Showing the location, with concise and accurate dimensions of the <br /> percolation test holes on the parcel: See Appendix. <br /> 6.2 The Minimum Number of Shallow and Deep Percolation Tests was Performed <br /> for Each Parcel: One shallow percolation test hole was prepared and one deep ✓ ,� <br /> percolation test was prepared. Parcel 1 had a shallow test performed and the <br /> "Designated Remainder" had a deep test performed. <br /> 6.3 Description of the Date, Time and Protocol Used to Prepare the Test Hole, <br /> Including Depth and Dimensions of Hole, Preparation of Hole, and Depth of Water <br /> Used to Presoak (Minimum 12 Inches): The shallow test hole and the deep test <br /> hole were performed by Neil O. Anderson & Associates. See Appendix for their (/o_ <br /> r. procedures. <br /> 3 <br /> c:\05132Soil Suitability Report042008 <br />
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