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SU0008143 SSNL
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SU0008143 SSNL
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Last modified
5/7/2020 11:33:22 AM
Creation date
9/9/2019 10:49:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008143
PE
2631
FACILITY_NAME
PA-1000051
STREET_NUMBER
663
Direction
W
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
APN
01505041
ENTERED_DATE
3/15/2010 12:00:00 AM
SITE_LOCATION
663 W TURNER RD
RECEIVED_DATE
3/12/2010 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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\MIGRATIONS\T\TURNER\663\PA-1000051\SU0008143\NL STDY.PDF
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EHD - Public
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Ivy <br /> Existing Septic Tank Usage in the Vicinity <br /> To determine the existing septic system usage in the area, our office counted septic <br /> systems that exist approximately one square mile surrounding the property. Recent air <br /> photo imagery from GoogleEarthTm was used. Each building cluster on the photo was <br /> assumed to have one septic system. Using this method, we determined that there is a <br /> minimum of 32 septic systems per square mile in the immediate vicinity of the Site. 01 <br /> The general area consists of vineyards and rural residential properties. City of Lodi <br /> residential subdivisions are located approximately one-half mile to the east. <br /> Septic Permit History in the Vicinity <br /> Based on a recent review of septic permits on file at the San Joaquin County <br /> Environmental Health Department for nearby properties, the septic systems in the area <br /> utilize leach lines or leach lines and sumps. The septic permits can be found in ` <br /> v Appendix 4 of this report. <br /> Expected On-Site Maximum Septic Tank Usage <br /> Maximum expected usage on the Site would be from the winery building and existing <br /> 62 residence. Septic system design should be based on the On-Site Wastewater Disposal <br /> Standards (2003) or other engineering recommendations. <br /> t ; Ground Water Information <br /> Depth and Gradient <br /> Live Oak reviewed ground water elevation information available from the San Joaquin <br /> County Flood Control and Water Conservation District to determine the ground water <br /> levels near the Site. Data from spring and fall of 2009 were the most recent available <br /> from this source. According to an analysis of these maps (Plates 5 and 6), ground <br /> . ) water elevation is three to four feet above mean sea level; ground water flows toward <br /> the southwest at a rate of 13 to 15 feet per mile in the vicinity of the Site. <br /> Given that the ground elevation of the Site is approximately 35 to 36 feet, the depth to <br /> water below the Site is estimated to be 31 to 33 feet. <br /> Potential Ground Water Contamination Issues <br /> The Soil Suitability Study is not intended to be an investigation into ground-water <br /> CZ�� contamination sources, and no such investigation was conducted. Many sources can <br /> contribute to ground water contamination, including leaking underground storage tanks, 6Y. <br /> agricultural activities, dairies, septic systems, and storm water infiltration. Agricultural <br /> LOGE1013 Page 3 <br />
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