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SU0002183_SSNL
EnvironmentalHealth
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SU0002183_SSNL
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Last modified
11/19/2024 3:59:58 PM
Creation date
9/8/2019 12:34:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002183
PE
2626
FACILITY_NAME
UP-00-22
STREET_NUMBER
31157
Direction
E
STREET_NAME
STATE ROUTE 120
City
MANTECA
Zip
95336
APN
22919043
ENTERED_DATE
10/23/2001 12:00:00 AM
SITE_LOCATION
31157 E HWY 120
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\O\HWY 120\31157\UP-00-22\SU0002183\NL STDY.PDF
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EHD - Public
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k'9 KLEINFELDER <br /> An employee owned company <br /> File No. 20-4685-O1.GO1 <br /> February 5, 2002 MAR 12 2002 <br /> ENVIRONMENT HEALTH <br /> Mr. George Vieria PERMIT/SERVICES <br /> California Milk Market, Inc. <br /> 1429 Stanislaus Street <br /> Escalon, California 95320 <br /> Subject: SOILS SUITABILITY STUDY <br /> PROPOSED CLUBHOUSE <br /> FIELD OF DREAMS PROJECT <br /> 31157 STATE ROUTE 120 <br /> ESCALON, CALIFORNIA <br /> Dear Mr. Vieria: <br /> As requested, this letter presents the results of our percolation tests performed in the leach field <br /> area for the proposed clubhouse in order to complete the soil suitability study for the subject <br /> project. We reference our letter of December 12, 2001, for information regarding the proposed <br /> development, present use of the site, historical groundwater depths in the project area, <br /> percolation test results in the residential leach field area, our evaluation for nitrate-loading, and <br /> the results of chemical tests performed on a groundwater sample. The percolation tests for the <br /> clubhouse leach field were not performed during our original investigation because the site was <br /> soft, wet and not accessible to our truck-mounted drill rig. <br /> The percolation tests were performed in accordance with accepted guidelines using clear potable <br /> water. The procedure calls for first placing about 2 inches of fine gravel at the bottom of the <br /> bore hole, installing a perforated PVC casing, and then placing additional gravel. The holes were <br /> then pre-soaked with water at least 24 hours prior to performing the tests. The tests are <br /> performed by first adding about 6 to 12 inches of water to the hole. From a fixed reference <br /> point, the drop in water level was measured in approximate y 30-minute intervals for 4 hours, <br /> refilling as necessary to maintain the original head of water over the gravel. Under the <br /> observation of a sanitarian from the San Joaquin County Public Health Department, the last 30- <br /> minute reading of the monitoring period was recorded and used to calculate the percolation rate <br /> in minutes per inch. The estimated percolation rates at each test location are as summarized <br /> below. A copy of our field percolation test results is attached. <br /> Test Number Depth, ft. Percolation Rate min./inch <br /> P-3 3.5 250 Pi <br /> P-4 14.75 6.6 <br /> �p <br /> 204685-01.G01/2002RO85 February 5,2002 <br /> ©2002 Kleinfelder,Inc. Page 1 of 2 <br /> KLEINFELDER 2825 East Myrtle Street,Stockton,CA 95205-4794 (209)948-1345 (209)948-0621 fax <br />
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