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SR0082194 SSNL
Environmental Health - Public
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SR0082194 SSNL
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Last modified
7/9/2020 10:30:51 PM
Creation date
7/9/2020 2:11:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0082194
PE
2602
FACILITY_NAME
COLDANI FAMILY WINERY
STREET_NUMBER
13950
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95242
APN
05514023
ENTERED_DATE
6/15/2020 12:00:00 AM
SITE_LOCATION
13950 N THORNTON RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Coldani Family Vineyards Winery&Olive Mill Facility Page 6 of 15 <br /> Our Project Number: NA145058 <br /> November 20, 2014 <br /> The two soil borings were advanced on the subject property with a hand auger utilizing <br /> 4-inch diameter continuous flight auger on October 27, 2014. Approximately two (2) <br /> inches of "pea gravel" were placed in the bottom of the open soil borings, then 2-inch <br /> diameter PVC pipes with perforations on the bottom were installed on top of the gravel in <br /> each boring. "Pea gravel'was then used to backfill in the annular space. Presaturation of <br /> the percolation test holes occurred approximately 24 hours prior to the day of testing <br /> (October 28, 2014). The depth of water used to pre-soak the test holes was 12 inches <br /> above the bottom of the borings. <br /> After the 24-hour soak period, the presaturated holes were found to be intact and dry on <br /> the day of testing (October 28, 2014). Percolation tests were conducted for the two <br /> borings in accordance with the requirements of the San Joaquin County EHD. Each <br /> percolation test had a duration of four hours. The last half an hour of each test was <br /> observed by Michael Escotto, Registered Environmental Health Specialist (RENS), EHD. <br /> Measurement of the water level during the percolation tests was from a fixed reference <br /> point on the PVC casing using an electric well sounder with a depth accuracy of '11100th <br /> foot. After each water drop was observed and recorded, the holes were checked for refill. <br /> The holes were refilled as necessary to maintain approximately 0.5 feet (6 inches) of <br /> water above the bottom level of the percolation test holes. The readings were taken every <br /> 30 minutes for a period of four (4) hours. <br /> A shallow percolation test is defined by the EHD as being between 36 and 42 inches in <br /> depth; a satisfactory percolation rate for a shallow percolation test is less than or equal to <br /> 60 minutes per inch drop. One percolation test must demonstrate a satisfactory <br /> percolation rate within the proposed septic system disposal field of a parcel to utilize a <br /> standard septic system. Details of the percolation tests are summarized in the table <br /> below. <br /> Summary of Percolation Tests <br /> Test No. Percolation Percolation Test Comments <br /> Date Tested Test Rate Duration (see notes) <br /> Depth (ft.) (minutes/inch) <br /> P-1 (shallow) 3 9 4-hr Satisfactory <br /> 10-28-2014 percolation rate <br /> P-2 (shallow) 3 31 4-hr Satisfactory <br /> 10-28-2014 percolation rate <br /> Note: A satisfactory percolation rate for a"shallow'test is less than or equal 60 minutes per inch. <br /> ,A4 <br /> 02014 Neil 0.Anderson&Associates.A Terracon Company <br />
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