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2900 - Site Mitigation Program
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PR0528324
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/6/2020 3:08:06 PM
Creation date
2/6/2020 9:11:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0528324
PE
2965
FACILITY_ID
FA0019131
FACILITY_NAME
SUTTER HOME LODI WINERY
STREET_NUMBER
18667
STREET_NAME
JACOB BRACK
STREET_TYPE
RD
City
LODI
Zip
95242
APN
01109014
CURRENT_STATUS
01
SITE_LOCATION
18667 JACOB BRACK RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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CalifornivI egional Water Quality Cont:v Board <br /> Central Valley Region <br /> Karl E.Longley,ScD,P.E.,Chair <br /> Linda <br /> SecreAdams <br /> Secreta11020 Sun Center Dnve#200,Rancho Cordova,Califomia 95670.6114 Arnold <br /> ry jot <br /> E entol Phone(916)464.3291 •FAX(916)464-4645 Schwar negger <br /> Protection httP://www.watmboards.ca:gov/centralvalley Garemw <br /> 18 June 2009 <br /> Mr. Robert Torres <br /> Sutter Home Winery, Inc. <br /> P.O. Box 248 <br /> St. Helena, CA 94574 <br /> CONDITIONAL APPROVAL, MONITORING WELL INSTALLATION WORKPLAN, SUTTER <br /> HOME WINERY WESTSIDE FACILITY, SAN JOAQUIN COUNTY <br /> I have reviewed the 14 May 2009 Monitoring Well Installation Workplan, prepared by <br /> Kennedy/Jenks Consultants for the Sutter Home Winery Westside Facility. The workplan is <br /> generally acceptable with clarification of the following items: <br /> 1. The proposed well locations for Wells GW-9, GW-11, GW-12, and GW-13 are all located <br /> approximately the same distance from the northern property boundary. The grab <br /> groundwater data collected for preparation of the 31 October 2008 Report of Waste <br /> Discharge (RWD) indicated groundwater quality may vary with distance from the <br /> northern property boundary. You may wish to reconsider the well placement to better <br /> evaluate the spatial variation of groundwater quality. <br /> 2. Section 4.4 describes surveying the new wells' location and elevation; Section 2.2.7.1 <br /> refers to the existing wells (Wells GW-1 through GW-6 and DWS-1 through DWS-3) <br /> being surveyed to a relative datum. Please ensure the survey is adequate so that the <br /> groundwater elevation of all the site wells can be evaluated. Because the groundwater <br /> gradient is so low at this site, minor errors in well casing elevations can result in <br /> significant errors in groundwater flow direction determination: <br /> 3. Figure 5 does not show an adequate concrete apron for either the standpipe or flush <br /> mounted wellheads. Please refer to the California Well Standards, Bulletin 74-90 <br /> Section 10. Please resubmit a revised Figure 5 prior to installing the wells. <br /> 4. Because the depth to groundwater is shallow at the site and the wells will be located <br /> adjacent to land application where treated wastewater will be applied, you are <br /> encouraged to maximize the annular seal to the extent possible while monitoring the first <br /> saturated interval. In general, it is not necessary to place well screen at the water table. <br /> Please call to discuss this if needed. <br /> Please note that the Tentative Waste Discharge Requirements (WDRs) presently in public <br /> review includes a requirement for a hydrogeologic study. The work proposed in this workplan <br /> does not address all of the items required by that study. Approval of this workplan may not <br /> California Environmental Protection Agency <br /> 0 Recycled Paper <br />
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