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4200 – Liquid Waste Program
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PR0530041
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Last modified
7/22/2021 8:37:59 AM
Creation date
7/22/2021 8:37:04 AM
Metadata
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EHD - Public
ProgramCode
4200 – Liquid Waste Program
FileName_PostFix
WDR
RECORD_ID
PR0530041
PE
4242
FACILITY_ID
FA0004443
FACILITY_NAME
CBUSO dba Woodbridge Winery
STREET_NUMBER
5950
Direction
E
STREET_NAME
WOODBRIDGE
STREET_TYPE
Rd
City
Acampo
Zip
95220
APN
01709058
CURRENT_STATUS
01
SITE_LOCATION
5950 E Woodbridge Rd
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS ORDER R5-2012-0103 - 15 - <br />CONSTELLATION BRANDS U.S. OPERATIONS, INC. dba WOODBRIDGE WINERY <br />WOODBRIDGE WINERY <br />SAN JOAQUIN COUNTY <br /> <br />Well/ <br />Source <br />Average Result (mg/L, except as noted) <br />TDS Nitrate-N EC1 Sodium Chloride Sulfate <br />Dist. No. 12 288 1.0 418 20 16 7.2 <br />Dist. No. 22 298 0.8 443 21 16 7.1 <br />1 µmhos/cm <br />2 Sample obtained from facility water tap. <br />GROUNDWATER CONDITIONS <br />44. Subsurface investigations conducted between 2001 and 2009 identified shallow <br />sediments consisting of a mixture of sand/silt and sand intervals. Investigation <br />activities included the installation and sampling of groundwater monitoring wells MW-1 <br />through MW -14, in addition to the evaluation of other existing on-site wells. The <br />current groundwater monitoring well network is shown in Attachment B. <br />45. The depth to shallow groundwater ranges from 3.2 feet bgs near the Mokelumne River <br />on the southern end of the facility, to 68.6 feet bgs further to the north. Groundwater <br />consistently flows away from the Mokelumne River to the north-northwest with a <br />decreasing component of horizontal gradient laterally away from the river. This <br />condition makes Mokelumne River a losing stream that recharges the shallow <br />groundwater interval. <br />46. Average concentrations of selected constituents from groundwater monitoring results <br />since 2001 are presented below. The location column identifies each well’s position <br />relative to potential on-site waste constituent source areas and shallow groundwater <br />flow direction. <br />Well ID Mean Analytical Result (mg/L, except as noted) <br />EC1 TDS TKN NO3-N SO4 Cl Na Location <br />MW -1 153 60.9 1.0 ND 1.6 1.2 7.0 UP <br />MW -2 367 288 0.6 0.2 28 17 11 UP <br />MW -3 278 138 2.3 ND 1.6 19 25 UP <br />MW -4 766 430 4.7 ND 1.3 37 53 DGP <br />MW -5 1,008 724 0.6 15 62 67 35 DGLA <br />MW -6 740 538 2.0 9.9 54 43 39 DGLA <br />MW -7 768 577 1.4 12 96 26 53 DGLA <br />MW -8 1,076 773 1.3 3.2 79 44 90 DGLA <br />MW -9 942 655 0.6 3.8 59 55 58 CGLA <br />MW -10 532 348 1.0 7.2 39 15 45 CGLA <br />MW -11 684 506 0.9 15 54 35 40 DGWLA <br />MW -12 157 170 0.6 1.2 4.3 7.4 10 UP <br />MW -13 917 585 0.2 3.8 31 57 51 DGWLA <br />MW -14 541 394 0.6 7.9 48 21 33 CG
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