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SU0002487 SSNL
Environmental Health - Public
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SU0002487 SSNL
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Entry Properties
Last modified
5/7/2020 11:29:14 AM
Creation date
9/9/2019 10:35:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002487
PE
2633
FACILITY_NAME
SA-01-52
STREET_NUMBER
13436
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
STOCKTON
ENTERED_DATE
10/29/2001 12:00:00 AM
SITE_LOCATION
13436 N THORNTON RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\T\THORNTON\13436\SA-01-52\SU0002487\NL STDY.PDF
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EHD - Public
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Statement of Planned Site Improvements: <br /> The planned site improvements are to grow from the current cow herd population to the optimal cow <br /> herd population that the property will accommodate. The growth is planned in two phases. <br /> Cattle Growth chart: <br /> Type of Cow Current 2001 Phase 1 2001-2002 Phase II 2003-2004 <br /> Lactating Cow 1,375 1.600 1.600 <br /> Dry&Bred Heifers 950 950 1,106 <br /> Heifers 242 242 282 <br /> Calves 968 968 1,127 <br /> Totals 3,535 3.760 4,115 <br /> Construction Phases: <br /> Phase I (2001-2002) deals with parcel #55-130-01 where the milk facility is. A new state of the art <br /> milking parlor will be built and the remaining half of the third freestall barn will be built. <br /> Phase II (2003-2004)deals with both parcel #55-130-01 where the milking facility is and parcel#55- <br /> 140-07 where the heifer facility is. A new heifer feed lane will be built at the heifer facility. To <br /> accommodate the addition of heifers, there will be improvements to the manure management system. A <br /> second settling pond will be built at the milling facility. Its capacity will be 2,674,226 gallons, which <br /> with the capacities of the existing three settling ponds of approximately 4,125,000 gallons, will total <br /> 6,799,000 gallons. The projected capacity required at this facility based on 180 days of storage for <br /> manure effluent. 2,860,586 gallons. <br /> Refer to Effluent Calculations, Appendix IV. <br /> ®Western Design/David Avila 2001 5 <br />
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