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SR0081494_SSNL
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2600 - Land Use Program
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SR0081494_SSNL
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Last modified
2/10/2022 9:04:11 AM
Creation date
2/10/2022 9:02:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0081494
PE
2602
FACILITY_NAME
FRENCH CAMP TRUCK TERMINAL
STREET_NUMBER
25
Direction
E
STREET_NAME
FRENCH CAMP
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95336
APN
19307014
ENTERED_DATE
12/6/2019 12:00:00 AM
SITE_LOCATION
25 E FRENCH CAMP RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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NITRATE LOADING STUDY FINDINGS <br />WASTEWATER FLOW VOLUME PROJECTIONS AND <br />CHARACTERISTICS <br />Wastewater Flow Volume Projections <br />To determine nitrate-nitrogen loading from any project, wastewater flow volumes must be <br />determined as accurately as possible. Flow volume projections will be approximated from the <br />potential number of on-site truck drivers/employees/customers, as illustrated in Table 3. It is my <br />understanding that the proposed restroom this will be the only domestic wastewater fixture units <br />for this project. According to EHD standards, people who are associated with a facility, whether <br />they are employees are not, must have access to available restroom facilities. <br />The following chart illustrates the Employees/Customers/Deliveries, etc. per work shift used to <br />calculate the anticipated wastewater flow volumes. <br />TABLE 3 <br />Number of Employees Customers per Shift <br />we/w <br />Vehicles per Shift <br />4 8 31 <br />Taking a reasonable usage factor of five gallons per day (2.5 gals AM, 2.5 gals PM) for each class <br />of on-site people, including drivers even though they are long-haul and will not be on-site daily, we <br />find the following: <br />Total usage= 43 on-site people x 5 gpd/person = 215 gpd x 6 days per week = <br />1,290 gpw x 50 wks/yr = 64,500 gpy. <br />Wastewater Characteristics <br />Blackwater will originate from toilets and graywater from hand washing. Additional wastewater <br />constituents may consist of other liquids to the system, such as coffee, juices, etc. Industrial or <br />commercial chemicals, solvents, etc. must not be introduced into the wastewater treatment system. <br />The scientific literature cites nitrogen concentrations in domestic septic effluent typically ranging <br />from 17 mg N/L for graywater basins, sinks, etc. to 140 mg N/L for blackwater toilet wastes. <br />Therefore, considering a 38/52 percent usage for toilet and hand wash water volume, respectively, <br />a value of 62 mg N/L (38% of 140 mg N/L plus 52% of 17 mg N/L) from the septic effluent will be <br />used to calculate nitrate-nitrogen loading for this project (See Kaplan - Septic Systems Handbook, Pg. 147). <br />CALCULATED NITRATE-NITROGEN LOADING <br />NLS§ 3.4, 3.5, 3.6. The calculated nitrate-nitrogen impact to the soil and ultimately to the <br />groundwater is difficult to determine due to the large number of variables involved and variables <br />unknown at this time. These include: 1.) Impact from upgradient nitrate sources, <br />5 <br />Chesney Consulting
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