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SU0007601_SSNL
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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88 (STATE ROUTE 88)
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17436
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2600 - Land Use Program
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PA-0900031
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SU0007601_SSNL
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Last modified
11/20/2024 9:22:01 AM
Creation date
9/4/2019 6:17:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007601
PE
2691
FACILITY_NAME
PA-0900031
STREET_NUMBER
17436
Direction
N
STREET_NAME
STATE ROUTE 88
City
LOCKEFORD
APN
05125012 13
ENTERED_DATE
2/24/2009 12:00:00 AM
SITE_LOCATION
17436 N HWY 88
RECEIVED_DATE
2/23/2009 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\E\HWY 88\17436\PA-0900031\SU0007601\SS STDY.PDF \MIGRATIONS\E\HWY 88\17436\PA-0900031\SU0007601\NL STDY.PDF
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EHD - Public
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Spanos Property' - Page 3 <br /> =- Our Project Number: LGS090501 <br /> January30;2009 <br /> ✓2.3 Current and Future On-Site Ground Water Uses <br /> A ground water well exists on the site, as noted in Section 4.3 of the SSS by Dillon & Murphy. <br /> We understand ground water will be developed and used on the site in the future. <br /> /3.0 SOURCES AND IMPACT OF NITRATE TO GROUND WATER <br /> J3.1 Current Off-Site Sources of Nitrate <br /> Septic systems, agriculture, and dairies in the area may be the most significant sources of <br /> nitrate in ground water. Septic tank use in the vicinity is discussed in Section 3.4 of the SSS by <br /> Dillon & Murphy. <br /> A3.2 Contribution of Rainfall <br /> An estimate of the quantity and quality of rainfall was required for the nitrate loading analysis. <br /> The estimate of deep percolation of rain is based on the average monthly precipitation of rain <br /> fall and evapotranspiration for Lodi, California. The estimate first determines whether the <br /> average monthly precipitation exceeds average monthly potential evapotranspiration. If so, <br /> then the difference is potential deep percolation. This method does not consider runoff. See <br /> Plates 1 and 2 for the data and calculations. <br /> Average potential evapotranspiration was obtained from the California Irrigation Management <br /> x Information System (CIMIS). Lodi is located within evapotranspiration zone number 12. <br /> Average rainfall was obtained from the Western Regional Climate Center (Station 048558). <br /> The Lodi area is estimated to be 5.76 inches. The nitrate concentration- of rainfall was <br /> estimated to be 1 mg/L-N (Hantzsche and Finnemore, 1992). <br /> ///3.3 Current On-Site Sources of Nitrate <br /> There are no current on-site sources of nitrate except for natural processes and existing septic <br /> systems on site. Septic tank use in the vicinity is discussed in Section 3.4 of the SSS by Dillon & <br /> Murphy. <br /> X3.4 Future On-Site Sources of Nitrate <br /> 3.4.1 Quantity and Quality of Domestic Wastewater From Proposed Project <br /> The following discussion is for determining the long-term waste water flow generated from <br /> commercial/retail facilities proposed for the site. Based on estimates provided by the owner, the <br /> potential uses for the 17-acre parcel could be for a hotel, a service station and several <br /> commercial/retail buildings. Several small fast food restaurants may also be considered for the <br /> project. Please see the following description and table for more details regarding estimated <br /> flows. <br /> 't <br /> .A4 <br /> 902 Industrial Way•Lodi,CA 95240-209.367.3701 •Fax 209.369.4228 02007 Neil 0. 4nderson&.4ssociales,Inc <br />
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