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SU0004324_SSNL
Environmental Health - Public
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EHD Program Facility Records by Street Name
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E
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88 (STATE ROUTE 88)
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18819
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2600 - Land Use Program
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PA-0200428
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SU0004324_SSNL
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Entry Properties
Last modified
11/20/2024 9:22:00 AM
Creation date
9/4/2019 6:21:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004324
PE
2632
FACILITY_NAME
PA-0200428
STREET_NUMBER
18819
Direction
E
STREET_NAME
STATE ROUTE 88
City
CLEMENTS
APN
01924018
ENTERED_DATE
5/17/2004 12:00:00 AM
SITE_LOCATION
18819 E HWY 88
RECEIVED_DATE
10/4/2002 12:00:00 AM
QC Status
Approved
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SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\E\HWY 88\18819\PA-0200428\SU0004324\NL STDY.PDF
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EHD - Public
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CFThekalinity measures the ability of the water to neutralize acids (absorb hydrogen ions without <br /> cant pH change). This influences the nitrification process, or the potential for nitrate <br /> ion. Since the water has a neutral pH and low alkalinity, nitrification should not be impeded <br /> from the domestic water source. <br /> ' s -^'iP`:'e':f�.,�,;°,_��➢ 8.a$8a ��"- <br /> ESTI:ts2e W-A Tm ReEste.&. S. .. PPL...YsrPas€�iDOMCAE �TEE4,cESiirs.3aep@¢E@P6B...;edRnVgE¢SPpZ=S UL%3rhaY.a1.Taei S '.i'.`u_a€a,, <br /> i.m ' <br /> SL <br /> TOWN OF CLEMENTS NITRATE CONCENTRATION pH and ALKALINITY <br /> SUPPLY WELL (AS NO3) <br /> Sample taken from IOOF 5 ppm 67 ppm <br /> Building <br /> E. SURFACE WATER INFORMATION <br /> There will be no on-site retention basin storage of stormwater. Stormwater originating from the <br /> l: project will be managed by an existing positive storm drainage system that empties to the <br /> Mokelumne River. San Joaquin County Community Service Area (CSA) 43 manages this <br /> stormwater system. <br /> III. NITRATE LOADING STUDY RESULTS <br /> A. WASTEWATER FLOW PROJECTIONS AND CHARACTERISTICS BASED <br /> UPON THE ANTICIPATED OPERATION OF THE FACILITY. <br /> In accordance with requirements of the Environmental Health Department, the Nitrate Loading <br /> Study must quantify, as best possible, the number of people (employees and customers) the <br /> proposed project will accommodate. The nitrate loading calculations are based on the daily <br /> average number of employees, which fluctuates dramatically over the months of any given year, <br /> and the anticipated number of customers, also anticipated to fluctuate daily. <br /> For comparison purposes, the total number of people, on a dail ay veragg, the subject property can <br /> support without exceeding the Maximum.Contaminant Level for nitrate in drinking water was also <br /> calculated. <br /> Loading projections are based on the criteria as set forth in the San Joaquin County Sewage <br /> Standards. The following chart illustrates the anticipated number of employees and customers that <br /> will be on the property: <br /> M <br /> 7 <br /> Chesney Consultir� <br />
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