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SU0003053 SSNL
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SU0003053 SSNL
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Last modified
5/7/2020 11:29:38 AM
Creation date
9/6/2019 10:34:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003053
PE
2633
FACILITY_NAME
SA-94-28
STREET_NUMBER
28864
Direction
S
STREET_NAME
KASSON
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
24138002
ENTERED_DATE
11/6/2001 12:00:00 AM
SITE_LOCATION
28864 S KASSON RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\K\KASSON\28864\SA-94-28\SU0003053\NL STDY.PDF
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EHD - Public
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ality ontrol Inspection Inc. <br /> Qci , <br /> IIIIAN OFFICE <br /> a ❑ 1295 NORTH EMERALD,9LO6.O•YOD3l CALIFORNIA 95a1 a PHONE:(2 1 aT+9aD <br /> 811aN m <br /> WR TON(201 a 1111 • MENCED(2Dq T32a25 <br /> COPY <br /> QCI#: G-95-875 August 8, 1995 <br /> CLIENT: Mr. Fred Douma <br /> 14350 Cleveland Avenue <br /> Ontario, CA 91761 <br /> PROJECT: New Douma Dairy Facility <br /> 28864 South Kasson Road <br /> Kasson Road at Linne Road <br /> Tracy, CA <br /> Two Wastewater Holding Ponds <br /> SUBJECT: Particle-size analysis of soil samples using the hydrometer method. <br /> On July 27, 1995 a staff engineer from Quality Control Inspe-ion, Inc. reviewed the above- <br /> referenced project to examine and assess the soil structure of %vo recently completed dairy <br /> wastewater ponds. The two ponds were constructed extremely well and are denoted as the south <br /> pond and north pond on the attached plot map. It is our undersmnding both ponds will act as <br /> wastewater storage since there will be a mechanical manure separator used instead of a settling pond. <br /> The soil in both ponds were visually and tactually analyzed in the field and in our laboratory in <br /> accordance with ASTM D2488 Practice for Description and Identification of Soils (Visual-Manual <br /> Procedure). The soil throughout the sides and bottoms were extremely homogeneous. Therefore, <br /> the samples from each respective pond was composited for individual testing. Six samples were <br /> taken from the south pond and five from the north pond, at depths of 0-12 inches. The sample <br /> locations are referenced on the attached map, along with the dimensions. The ponds are <br /> approximately 20 feet deep with the bottom elevations near the outside existing grade. <br /> The testing consisted of the hydrometer analysis for _oil samples according to ASTM D422-63 <br /> Particle-size Analysis of Soils. ASTNI D422 specifies the reporting limit for clay size particles as <br /> 0.005 mm or less, and gravel size as 4 mm or greater. <br /> Ou/e.O. and).flan are�Ittffd ae the confidential OroOeny of our clierns for Marti x Any Publication S nereduction at statement],conclusions or enncta from ar <br /> n garalny;ur reoor[s or wle s.s reeerveC,conlln9ent uoon Ule wnflln iYlnoniallOn of Duality ConlrP nsosctlon.Inc_ <br />
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