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SU0004350 SSNL
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SU0004350 SSNL
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Last modified
9/9/2024 11:19:07 AM
Creation date
9/4/2019 10:06:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004350
PE
2632
FACILITY_NAME
PA-0200224
STREET_NUMBER
17399
Direction
E
STREET_NAME
AVENA
STREET_TYPE
RD
City
ESCALON
APN
20319006
ENTERED_DATE
5/17/2004 12:00:00 AM
SITE_LOCATION
17399 E AVENA RD
RECEIVED_DATE
6/6/2002 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\A\AVENA\17399\PA-0200224\SU0004350\SS STDY.PDF \MIGRATIONS\A\AVENA\17399\PA-0200224\SU0004350\NL STDY.PDF
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EHD - Public
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r <br /> { CALIFORNIA ]REGIONAL WATER QUALITY CONTROL BOARD <br /> CENTRAL VALLEY REGION <br /> Fact Sheet No. 6 For Dairies <br /> Evaluating Proposed Waste Holding Pond Sites <br /> Introduction <br /> The California Code of Regulations (Title 27, Subdivision 1, Chapter 7, Subchapter 2, Article 1, Section <br /> 22562d) requires that holding ponds utilized for animal wastes be lined with, or underlain by, soils which <br /> contain at least 10 percent clay and not more than 10 percent gravel or be lined with artificial materials of <br /> equivalent impermeability. In addition, the Tulare Basin Water Quality Control Plan and some county <br /> ordinances require a 5-foot separation between the bottom of a holding pond and the highest anticipated <br /> groundwater elevation. The following information is provided to assist dairy owners who want to construct a <br /> dairy waste holding pond and need to document that the pond meets the legal requirements. <br /> Initial Assessments of Soils at Proposed Holding Pond Sites <br /> An initial evaluation of soils at proposed holding pond locations can be made by using soil borings before the <br /> start of pond construction (see Fact Sheet No. 5 for Dairies). The borings can also provide information on <br /> expected depth to groundwater. Cuttings or cores from the borings can be examined by a geologist or soil <br /> scientist to assess soil type. If desired, soil samples from borings can be submitted for laboratory analysis to <br /> evaluate clay and gravel content. <br /> For some proposed pond locations, observations or available information (such as a county soil survey) may <br /> indicate that soil will not meet the required clay and gravel limits. In such instances, no samples of native <br /> V f soil are collected, and the pond is constructed with a liner of imported soil that meets the required clay <br /> } content. Samples of the completed liner should be collected and analyzed as described below to document <br /> that the required values are inet, <br /> Visual and Tactile Assessments of Soils in Pond Excavations <br /> In most instances, clay and gravel content in the sides and bottom of holding ponds is evaluated by collecItili" <br /> samples from the pond excavation. The number and location of samples depends on site specific conditions <br /> as determined by visual and tactile assessment. The visual assessment documents soil appearance that <br /> indicates different soil types are present in the excavation. Tactile assessment'refers to an evaluation of the <br /> soil "feel" when it is dry and wet. Such assessments when conducted by a trained or experienced person (i.e., <br /> a "qualified person") can indicate.the presence of significant amounts of sand and clay. The results of the <br /> visual and tactile assessments should be documented as discussed below. <br /> It is normal to find horizontal layers of soil with different properties- In most instances, the different layers <br /> have different appearances (color or structure) and/or a different "feel". A written description of the visual <br /> assessment and tactile assessment (i.e., feel of soil in the different layers) should be prepared. The written <br /> description should be supplemented by drawings as appropriate (see attai hed example), The drawing can be <br /> i done by hand or computer. Photographs may also be used to document the visual assessment. Each <br /> t. significant layer should be assessed, and the description should focus on observations related to clay and <br /> gravel content. At least one composite sample of soil from each significant layer should be collected and <br /> `ibed below. <br /> analyzed as desct <br /> 1< <br /> s ; <br />
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