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SU0013917
Environmental Health - Public
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SU0013917
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Last modified
8/23/2021 1:18:23 PM
Creation date
3/4/2021 8:02:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0013917
PE
2631
FACILITY_NAME
PA-1800315
STREET_NUMBER
13773
Direction
S
STREET_NAME
MURPHY
STREET_TYPE
RD
City
ESCALON
Zip
95320-
APN
20312011
ENTERED_DATE
2/10/2021 12:00:00 AM
SITE_LOCATION
13773 S MURPHY RD
RECEIVED_DATE
4/8/2021 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Page 5 of 6 <br /> Cost to Retrofit Existing Dairies That Do Not Have Tier 1 Or Tier 2 Lagoons <br /> Above Ground Lagoon <br /> The above ground lagoon can be a good option for a new lagoon, from the perspective of <br /> minimizing the volume of soil that must be moved. However, in many areas, these are required <br /> due to high groundwater conditions. <br /> Depending on the available soils, embankment height may be limited by engineering <br /> constraints. If below grade depth is limited, a deep lagoon (and efficient use of liner area) may <br /> not be possible at all. For a given storage volume, decreasing the depth of the lagoon will <br /> require increasing the footprint and corresponding liner costs. Thus, the cost for an above <br /> ground lagoon could be higher than identified in Table 1, as a function of the depth of the <br /> lagoon. There could be a decrease in earthwork costs, as less total volume of earth may need <br /> to be moved to provide the same storage volume; however, this is offset by the increased cost <br /> of placement of compacted fill in above ground embankments. <br /> Using the 750 milk cow dairy case as an example, an above ground lagoon with only 12 feet of <br /> total depth increases the foot print by 1.2 acres and adds an additional cost of approximately <br /> $34,000 to the single liner and $83,000 for the double liner installation. <br /> Manure and Sand Separation <br /> New lagoons lined with thin layers of synthetic material are vulnerable to damage from lagoon <br /> cleaning equipment. A small hole in the liner can allow wastewater to get underneath. The <br /> wastewater naturally produces carbon dioxide and methane, byproducts of anaerobic digestion. <br /> The trapped gases under the liner can accumulate (if not vented) and eventually tend to float <br /> the liner to the surface, introducing stresses in the liner, leading to more liner damage, more <br /> wastewater under the liner, and yet more trapped gases. Thus, a minor nick or puncture of a 60 <br /> mil layer can lead to a major incident, requiring the replacement of the entire liner. Costs could <br /> approach what is estimated in Table 1 for an existing lagoon relining operation. Accordingly, it <br /> is very important to minimize liner exposure to equipment and to reduce cleanings as much as <br /> possible. <br /> Manure solids separation systems are common on dairies. Some systems still allow a <br /> significant amount of solids into the lagoon because of various issues. Good solids separation <br /> can be an important factor enhancing the useful life of a liner. Thus, when installing a lined <br /> lagoon it is important to consider or reconsider manure separation. Adding a new screen <br /> separator and concrete drying pad can cost from $180,000 for a smaller dairy to $400,000 or <br /> more for a larger dairy. These costs are not included in Table 1 but may be necessary on many <br /> dairies to properly maintain and operate lagoons with synthetic liners. <br /> Sand or dirt removal is also an important consideration. Sand can be introduced to the manure <br /> stream from bedding, feed, track-in from corrals, or other sources. Sand settling lanes or traps <br /> are a good solution, but must be considered during design to account for location, elevation, <br /> and gravity flow constraints. <br /> Increased Rainfall and Storage Period <br /> The estimates in Table 1 considered the weather conditions representative within Kings and <br /> Tulare Counties. Other areas to the north have more rainfall and may require a longer storage <br /> period, both of which require additional storage volume. Providing greater storage volume <br /> results in increased costs over what was estimated in Table 1. <br />
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