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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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1.0 Background and General Information <br /> Neil O.Anderson&Associates, Inc. (NOA) has been retained by Mr. Nick Sikeotis,President, <br /> Jessie's Grove Winery, to perform certain technical tasks as required by the Central Valley Region <br /> Water Quality Control Board (CVRWQCB) Order No. R5-2004-0079 (Order). The Order requires, <br /> among other items, that groundwater monitoring wells be installed around the area used for land <br /> application of winery wastewater. Further, the wells are to be sampled,and the samples analyzed,in <br /> order to detect any potential degradation of groundwater quality that may be caused by the application <br /> of winery wastewater discharge to the land surface.The purpose of this document is to detail the <br /> methods and procedures to be used for the installation of monitoring wells, the sampling and analysis <br /> of groundwater, and the analysis of monitoring results. <br /> Land application of winery wastewater is potentially beneficial to the environment and to the <br /> preservation of groundwater resources in that it reduces or eliminates the need for application of <br /> artificial fertilizers to the land surface and reintroduces water removed from the aquifer. <br /> The subject property is located at 1973 West Turner Road,Lodi, San Joaquin County, California, <br /> Section 32,TAN.R.6E. Based on a review of information compiled from various sources (see <br /> Appendix A), the site is underlain by the Lower Member of the Quaternary Modesto Formation <br /> which is indicated to consist of unconsolidated, slightly weathered gravel, sand,and silty clay. <br /> Groundwater is anticipated to occur at 20 feet below ground level, and groundwater flow is <br /> anticipated to be toward the southwest under a hydraulic gradient of 5 to 10 feet per mile (0.0014 <br /> ft/ft). Surface soils are indicated to be associated with the Tokay fine sandy loam, 0-2% slopes. <br /> Figure 1 shows the location of the subject property and local topography as depicted on the USGS 7.5 <br /> Minute Quadrangle for Lodi North. Figure 2 shows the facility layout. <br /> 2.0 Proposed Monitoring Well Locations <br /> Figure 3 is a scaled site map showing the location of the land application area, the existing wastewater <br /> collection and discharge system,and the location of proposed monitoring wells.A total of three <br /> groundwater monitoring wells are proposed for the site (see Figure 3). The proposed well locations <br /> were generally selected to be situated in a triangular pattern surrounding the land application area. <br /> Proposed locations for MW-2 and MW-3 are west-southwest and south-southwest of the land <br /> application area,and those wells are intended to be down-gradient monitoring wells. The proposed <br /> location for MW-1 is east-northeast of the land application area,and it is the proposed designated up- <br /> gradient well (see Figure 3). Proposed well locations were selected to allow for future expansion of <br /> the land application area. <br /> 3.0 Proposed Well Drilling and Well Construction Activities <br /> Prior to drilling,well drilling permits will be obtained from the San Joaquin County Environmental <br /> Health Department, and a check for any existing underground utilities shall be conducted at the drill <br /> 2 <br />
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