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1973
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2900 - Site Mitigation Program
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PR0545766
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COMPLIANCE INFO
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Last modified
9/10/2020 3:58:34 AM
Creation date
9/9/2020 4:53:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0545766
PE
2965
FACILITY_ID
FA0015802
FACILITY_NAME
JESSIES GROVE WINERY
STREET_NUMBER
1973
Direction
W
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95242
APN
01305017
CURRENT_STATUS
02
SITE_LOCATION
1973 W TURNER RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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California Regional Water Quality Control Board f�' <br /> Central Valley Region <br /> Robert Schneider,Chair <br /> Alan C.Lloyd Ph.D. Arnold Schwarzenegger <br /> Secretatyfor Sacramento Main Office Governor <br /> Environmental Protection Internet Address: http://www.swrcb.ca.gov/—rwgcb5 <br /> 11020 Sun Center Drive,11200,Rancho Cordova,CA 95670-6114 <br /> Phone(916)464-3291 •FAX(916)464-4780 <br /> 16 February 2005 <br /> rkPPROVED <br /> author <br /> Greg Burns <br /> Jessie's Grove Winery senior <br /> 1973 W. Turner Road <br /> Lodi, CA 95242 <br /> CONDITIONAL APPROVAL, WORKPLAN FOR MONITORING WELL INSTALLATION, <br /> SAMPLING AND ANAL YSIS, JESSIE'S GROVE WINER Y, SAN JOA QUIN COUNTY <br /> I have reviewed the 4 February 2005 ff�orkplan for Monitoring Well Installation, Sampling, and Analysis <br /> at Jessie's Grove Winery, prepared by Neil O. Anderson and Associates and determined that it is <br /> incomplete. Please address the following issues in an addendum report: <br /> 1. Please reconsider the location of the monitoring wells. They should be located both upgradient and <br /> downgradient of the land application areas. Consideration of future expansion plans when locating <br /> groundwater monitoring wells can result in overall savings to Jessie's Grove. <br /> 2. Because stormwater/wastewater mixtures can be discharged to the stormwater pond as described in <br /> Finding No. 9 of the Waste Discharge Requirements (WDRs), groundwater monitoring should be <br /> performed at the pond. If the wastewater system has been upgraded to prevent such discharges, the <br /> additional groundwater monitoring well may not be needed. Please provide information on the <br /> stormwater pond or add a groundwater monitoring well at the stormwater pond. <br /> 3. The active land application area is not adequately identified in the workplan. Please clarify <br /> Figure 3. <br /> 4. The workplan states the borings will be drilled to 35 feet but only 30 feet of well casing will be <br /> installed. Please clarify the well construction and provide a well construction diagram showing <br /> anticipated construction depths and well materials. <br /> 5. Please surge the sand pack prior to installation of the bentonite transition seal if conditions in the <br /> borehole allow. <br /> 6. The annular seal is described as "neat bentonite grout." Use of pure bentonite to seal the annular <br /> space is not acceptable due to the depth to groundwater and the possibility a bentonite annular seal <br /> will dry out and crack. Neat cement or cement/bentonite slurry (with a maximum of five-percent <br /> by weight of bentonite) is acceptable. Please describe how the annular seal will be placed. <br /> California Environmental Protection Agency <br /> ca Recycled Paper <br />
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