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SR0080641 SSNL
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SR0080641 SSNL
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Last modified
11/6/2019 4:36:16 PM
Creation date
11/6/2019 4:28:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0080641
PE
2602
FACILITY_NAME
NOSTRA VITA WINERY
STREET_NUMBER
1150
Direction
W
STREET_NAME
TURNER
STREET_TYPE
RD
APN
02902002
ENTERED_DATE
5/21/2019 12:00:00 AM
SITE_LOCATION
1150 W TURNER RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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Tags
EHD - Public
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Soil Suitability/ Nitrate Loading Study Addendum Letter Irerracon <br /> Nostra Vita Winery Lodi, California <br /> May 20, 2019 revised June 10, 2019 Terracon Project No. NA197023 <br /> from the domestic supply well. <br /> The max daily wastewater flow for the existing wine tasting building is 650 gallons of effluent per <br /> day. On special event days, the max flow is anticipated to add up to 2,400 gallons of effluent per <br /> day for a total of 3,050 gallons for the existing building. The proposed 4,000 SF wine production <br /> building will add 391 gallons per day of effluent to the overall facility wastewater flow for a max <br /> daily flow total of 3,441 gallons per day. The existing septic system currently has a tank holding <br /> capacity of 1,600 gallons. The proposed development will add an additional 2,500 gallon septic <br /> tank for a tank holding capacity of 4,100 gallons. Although no concerns were reported for the <br /> existing septic system, the client should be aware wastewater flows may exceed the existing tank <br /> holding capacity when a special event occurs. <br /> Nitrate levels for the existing facility plus special events (5.4 mg/L-N) is below the MCL of 10 mg/L- <br /> N. The proposed 4,000 SF wine production building (2.6 mg/L) will increase nitrate as N levels <br /> to 8.0 mg/L-N also below the MCL. Based on the result of the nitrate loading balance, the <br /> proposed 4,000 SF wine production building is not anticipated to increase nitrates above the <br /> MCL. <br /> Terracon recommends the septic system construction should follow the San Joaquin County <br /> OWTS where applicable. <br /> Limitations <br /> Our study takes into account the subject property only with the sewage load applied over the <br /> property site area. The study does not take into account surrounding properties and/or lands. <br /> The method utilized for the nitrate loading analysis is based on a simple mass balance formula, <br /> discussed in a published article by Hantzsche and Finnemore (1992), which provides a <br /> convenient and simplified method to estimate long-term groundwater nitrate impacts on an area- <br /> wide basis. A more detailed analysis was not requested nor intended. <br /> Our professional services were performed, our findings obtained, and our conclusions proposed <br /> in accordance with generally accepted engineering principles and practices. This warranty is in <br /> lieu of all other warranties either expressed or implied. Test findings and statements of <br /> professional opinion do not constitute a guarantee or warranty, expressed or implied. <br /> Responsive■ Resourceful ■ Reliable 8 <br />
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