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SU0005639 SSNL
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SU0005639 SSNL
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Last modified
5/7/2020 11:31:40 AM
Creation date
9/8/2019 12:45:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005639
PE
2622
FACILITY_NAME
PA-0500297
STREET_NUMBER
7434
Direction
N
STREET_NAME
PODESTA
STREET_TYPE
LN
City
LINDEN
APN
09135004
ENTERED_DATE
9/21/2005 12:00:00 AM
SITE_LOCATION
7434 N PODESTA LN
RECEIVED_DATE
9/20/2005 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\P\PODESTA\7434\PA-0500297\SU0005639\SS STDY.PDF
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EHD - Public
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,/5.0 SOIL PROFILE INFORMATION SECTION: <br /> / 5.1 Site map showing location,with dimensions, of the soil profile pit on the parcel: See <br /> Appendix. <br /> ✓5.2 Description of soil profile pit including depth and dimensions: The shallow test holes <br /> ,�- were prepared per County Standards. The holes were excavated to a depth of 42 inches and <br /> 8 inches in diameter. They were backfilled with 2 inches of"pea gravel." <br /> ✓5.3 Description of soil lithology as noted from test pit by appropriate professional using <br /> �J P industry standard protocol: The soil in this area is classified as Columbia fine sandy loam and <br /> as stated in the Soil Survey of San Joaquin County, California as provided by the United States <br /> Department of Agriculture, Soil Conservation Service. <br /> ✓5.4 Discussion of soil lithology as related to future onsite septic uses: The Columbia fine <br /> sandy loam have moderately low permeability thus; percolation rates were 25 mim1 ink 6 <br /> min/in y the two shallow percolation tests. (See Appendix). <br /> x/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 /> C Parcel: Two shallow percolation test holes were prepared, one on each proposed parcel. <br /> .4.3 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 Mike Toy of Dillon & Murphy on <br /> January 23, 2006 at 6:00 a.m. On January 23, 2006 at 7:30 a.m. the 24 hour presoak period was <br /> stud. The holes were filled with 12 inches of water over the gravel and at t —s time. <br /> Environmental Health Department acknowledged the test was going to performed and inspected <br /> on January 24, 2006. <br /> /'�'/44 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 <br /> January 24, 2006 the two shallow test holes were dry. Six inches of water was added to the holes <br /> and the holes were deemed suitable to continue. The two shallow tests passed the minimum <br /> County requirements. <br /> X6.5 The Test Conformed to San Joaquin County Policy EHD 02-02 (Correct Depth, <br /> diameter, 2" gravel, 6" Water Refill, Correct Readings Recorded): The percolation tests <br /> '— conformed to San Joaquin County Policy EHD 02-02. <br /> 3 <br /> c-\0531\.Soil Renort <br />
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