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SU0005835 SSNL
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SU0005835 SSNL
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Last modified
5/7/2020 11:31:48 AM
Creation date
9/8/2019 12:43:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005835
PE
2622
FACILITY_NAME
PA-0500778
STREET_NUMBER
8910
Direction
N
STREET_NAME
PEZZI
STREET_TYPE
RD
City
STOCKTON
APN
08903038
ENTERED_DATE
12/21/2005 12:00:00 AM
SITE_LOCATION
8910 N PEZZI RD
RECEIVED_DATE
12/20/2005 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\PEZZI\8910\PA-0500778\SU0005835\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, <br /> Stockton clay loam, and Stockton fine sandy loam as stated in the Soil Survey of San Joaquin (3 3J <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 Archerdale clay <br /> loam, Stockton clay, and Stockton fine sandy loam all have a slow permeability. (See <br /> 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. ' 4, <br /> 6.2 The Minimum Number of Shallow and Deep Percolation Tests was Performed for Each <br /> Parcel: Two shallow percolation test holes were prepared, one on each proposed parcel. 6A <br /> ) <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 John Schallberger of Dillon & Murphy on <br /> _ July 25, 2006. On July 26, 2006 at 7:30 a.m. the 24 hour presoak period was started. The holes <br /> were filled with 12 inches of water over the gravel at this time. Environmental Health <br /> Department was notified of the start of the test. One of the test holes failed to meet the minimum <br /> County requirements. <br /> Since one test failed, another test hole was prepared. One shallow test hole was excavated to a <br /> depth of 42 inches and 8 inches in diameter and backfilled with 2 inches of"pea gravel" in <br /> accordance with County Standards. The shallow test hole was prepared by Jake Handel of / <br /> Dillon & Murphy on September 8, 2006. On September 10, 2006 at 7:30 a.m. the 24 hour <br /> presoak period was started. The holes were filled with 12 inches of water over the gravel at this <br /> time. Environmental Health Department was notified of the start of the test. <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 <br /> July 26, 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. One of the shallow tests passed the minimum <br /> County requirements. <br /> On September 11, 2006 the shallow test hole was dry. Six inches of water was added to the hole <br /> and the hole was deemed suitable to continue. <br /> 6.5 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 ((o•`- <br /> conformed to San Joaquin County Policy EHD 02-02. <br /> 3 <br /> cA0528\,Soi1 Report 10/06 <br />
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