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SU0002671 SSNL
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ESCALON BELLOTA
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SU0002671 SSNL
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Entry Properties
Last modified
11/27/2019 11:05:39 AM
Creation date
9/4/2019 6:07:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002671
PE
2633
FACILITY_NAME
SA-99-42
STREET_NUMBER
11655
Direction
S
STREET_NAME
ESCALON BELLOTA
STREET_TYPE
RD
City
ESCALON
ENTERED_DATE
10/31/2001 12:00:00 AM
SITE_LOCATION
11655 S ESCALON BELLOTA RD
QC Status
Approved
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SJGOV\sballwahn
Supplemental fields
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\MIGRATIONS\E\ESCALON BELLOTA\11655\SA-99-42\SU0002671\NL STDY.PDF
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EHD - Public
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r <br /> IV. CONCLUSIONS AND RECOMMENDATIONS <br /> The data presented above provides an approximate estimate of what will be occurring at the new <br /> facility with regard to nitrogen production, crop utilization and environmental stewardship. <br /> There are numerous factors involved in adequately assessing and correlating crop needs and <br /> uptake of available nitrogen. From the results of the nitrogen balance equation, the amount of <br /> nitrogen produced by the dairy operation is approximately 60% of the nitrogen needed for <br /> optimum crop growth. When large numbers are formulated to assess nitrogen produced vs. <br /> nitrogen required, the margin of error can be±10%. Therefore, it is recommended that sampling <br /> and analysis be performed on the following after the dairy begins operations: 1.)Nutrients <br /> applied, 2.) Cropland soil and 3.) Tissue samples of the crops to check for N excess. By <br /> analyzing these different parameters, it can best be determined which form of nutrient (liquid, <br /> solid or synthetic fertilizer)to apply to a particular field.. Additionally,the Estimated Nitrogen <br /> Release (ENR) must be taken into consideration when determining nutrient application <br /> quantities. This quantifies potential nitrogen release from previous crop residues. <br /> The procedures for determining crop nutritional needs,particularly nitrogen, without overloading <br /> the cropland can be a complex process. In an effort to simplify the information required to make <br /> best management decisions for optimum crop growth and nutrient utilization, we recommend the <br /> Manure Analysis Reference Guide, published by A& L Agricultural Laboratories. It provides <br /> one of the best sources of information to determine utilization of crop nutrients from confined <br /> animal facilities. The suitable rate of solid and liquid applications is determined by the ability of <br /> the soil and crop combination to immobilize and utilize the nutrients in the applied manure, <br /> which is detailed on the Worksheets found in this Guide. <br /> As referenced, it is anticipated the Borba's will sell most of the manure solids produced at the <br /> facility. It has been demonstrated that there is adequate cropland to accept all wastewater and <br /> manure produced on-site. An economic analysis should be done to consider applying manure <br /> solids to the cropland. If solid manure transfers for off-site use are made, records should be kept <br /> of quantities, destinations and dates. <br /> Because of the low nitrate concentrations found in existing domestic wells surrounding the new <br /> dairy site, we do not recommend monitoring well installation. Baseline nitrate concentrations of <br /> these wells have been established for future reference. <br /> Caution must be used when irrigating the cropland. Tailwater must not be allowed to enter any <br /> of the canals or ditches near the cropland by careful wastewater applications and the use of <br /> berms. The infiltration and permeability of all nutrient application acreage is comparatively slow <br /> and runoff can occur readily since the cropland will be flood irrigated. <br /> Because of the severe cemented silts hardpan layer, septic effluent management by the leachfield <br /> trenches will be nominal. Percolative capacity may be enhanced by excavating to 6+ feet and <br /> backfilling with pieces of hardpan to a depth of 42 inches in each of the leachline trenches. The <br /> calculated septic effluent acceptance rate for the bottom of the seepage pits indicates percolation <br /> of considerable effluent volume on a daily basis. However, biomat formation within the <br /> leachline trenches and seepage pits can impede percolation to an eventual equilibrium rate of 0.5 <br /> gals/sq ft/day. All septic systems have life spans due to this biomat formation. <br /> 9 <br /> valley Ag 9?fsearch <br />
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