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4200 – Liquid Waste Program
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PR0522468
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COMPLIANCE INFO_NL STDY
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Last modified
12/3/2020 5:09:01 PM
Creation date
8/5/2020 10:11:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
NL STDY
RECORD_ID
PR0522468
PE
4232
FACILITY_ID
FA0010390
FACILITY_NAME
VALLEY MATERIAL TRANSPORTATION INC
STREET_NUMBER
161
Direction
E
STREET_NAME
TRANSPORTATION
STREET_TYPE
CT
City
FRENCH CAMP
Zip
95231
APN
19327018
CURRENT_STATUS
01
SITE_LOCATION
161 E TRANSPORTATION CT
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\rtan
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\MIGRATIONS\4200 - Liquid Waste\T\TRANSPORTATION\161\PR0522468\NL STDY.PDF
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EHD - Public
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' Performa Inc. • • <br /> May 7,2003 <br /> Page 14 <br /> ' Three nitrate loading scenarios were performed using the stated variables except for Nw. The <br /> first scenario considers an Nw of 26 mg/L-N reflecting no pretreatment(Plate 4). The second <br /> scenario considers the use of a treatment system operating at an efficiency of 50% for total <br /> ' nitrogen reduction(Nw-- 13 mg/L-N) (Plate 5). The third nitrate loading scenario considers the <br /> use of a treatment system operating at an efficiency of 75% for total nitrogen reduction(Nw--6.5 <br /> mg/L-N). (Plate 6). Please refer to Table 6 for a summary of the results. Please note the variable <br /> ' Nc represents the average, long-term nitrate concentration of percolating water for the site from <br /> rain water and treated domestic waste water. Hantzsche and Finnemore (1992) indicate that the <br /> nitrate concentration of the aquifer may"build up" to the Nc level in the long term. <br /> Table 6. i i <br /> ' Summary of Nitrate Mass Balance Analysis. <br /> Scenario Result Acres Average Effluent Leachfield Deep <br /> (Nc)• (A) Daily now Concen- Denitrifi- Percolation of <br /> ' (Q) tration cation(d) Rainfall(R) <br /> (Table 4) (Nw) (Plate 3) <br /> Standard Septic 13.1 mg/L-N 14 7,083 gpd 26 mg/L-N 10% 5.01 in <br /> System(Plate 4) <br /> Treatment System 7.5 mg/L-N 14 7,083 gpd 13 mg/L-N 5% 5.01 in <br /> (50%removal of Total <br /> Nitrogen)(Plate 5) ** <br /> Treatment System 4.0 mg/L-N 14 7,083 gpd 6.5 mg/L-N 5% 5.01 in <br /> (75%removal of Total <br /> Nitrogen) late 6 ** <br /> * Maximum contaminate level(MCL)for Nitrate in drinking water is 10 mg/LN. <br /> ' ** Please note that 50%removal of nitrogen(26 mg/L-N x 50%= 13 mg/L-N)is typical however nitrogen <br /> removal may be up to 75+%if conditions are optimal according to OSI. <br /> 7.0 DISCUSSION AND RECOMMENDATIONS <br /> The soil suitability and nitrate loading study has determined that the site has "ranid" percolation <br /> rate to a depth of 13 feet followed by less rapid soils to the maximum depth of exploration of 25 <br /> eel. Ground water was measured at a depth of 20 feet 4 inches on March 24, 2003 and 20 feet <br /> on May 1,2003. A water sample from the shallow aquifer within the boring was tested for <br /> DBCP and nitrates on March 24, 2003 and general minerals and total nitrogen on May 1, 2003. <br /> ' The water samples indicated that nitrate was found in widely different concentrations between <br /> this time period. <br /> OE 4501 <br /> p't�A <br />
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