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SU0003675 SSNL
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SU0003675 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:09 AM
Creation date
9/4/2019 10:49:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003675
PE
2690
FACILITY_NAME
LA-01-56
STREET_NUMBER
4501
Direction
W
STREET_NAME
CALIFORNIA
STREET_TYPE
ST
City
TRACY
APN
21318044
ENTERED_DATE
5/7/2004 12:00:00 AM
SITE_LOCATION
4501 W CALIFORNIA ST
RECEIVED_DATE
8/14/2001 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\C\CALIFORNIA\4501\LA-01-56\SU0003675\NL STDY.PDF
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EHD - Public
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7. <br /> April 25,'2001 <br /> Job Nurnber: LG01-098 <br /> Page 11 ` <br /> Table 6. <br /> Sunimary.of Nitrate Mass Balance Analysis. <br /> Parcel Result: Denitrification Deep Rain Waste level Rain Quantity <br /> Size(ac) Percolating' Factor' 'Percolation to leach field Concentra- of <br /> Nitrate tion 7 Effluent <br /> Concentration* <br /> 2.0 13.$3 mgll-N 25% 2.45 inches 45 mg/1-N 8 0.17 mg/1-N 250 gallday <br /> Untreated (1 home), <br /> influent ) ; <br /> 74-84 0.77 mg/l-N 25% 2.45 inches 45 mg/1-N s 0.17.mg/1-N 250 gal/day, <br /> Untreated (i home) <br /> influent <br />' 80.84-. 2.30,mg/1-N 25% 2.45 inches 45!P911-N' 0.17 mg/1-N 1,000, <br /> Untreated gal/day <br /> influent (4 homes) <br /> 3.3 10.0 mg/1-N 25% 2.45 inches 45 in <br /> g/l-N s 0.17 mg/1-N- 250 gallday <br /> Untreated (1 home) <br /> influent <br /> *Note:Maximum drinking water standard for Nitrate is 10 rng/L-N.(45 mg/L as NO3).- <br /> Xs' <br /> O3).As a result of the analysis,-a conventional septic system which primarily relies on <br /> • subsurface disposal through leaching would eventually cause a build up of riitrates for the three <br /> (3)proposed 2 acre properties above the maximum contaminate level for nitrates 0 0 mg/L-N) <br /> given the assumptions. This is primarily due to the low estimated infiltration of rainfall.which <br /> Would mix with percolating effluent. If greater amounts of deep percolating rain were to occur in <br /> this area, mare mixing and dilution of the percolating effluent'would occur resulting in a'lower <br /> overall nitrate concentration of recharging water: <br /> y The analysis has shown that the existing residence located on the 74.84 acre site will not k <br /> cause a buildup utilizing a standardseptic system and Ieach lines. If all four parcels were viewed. <br /> as one 80.84 acre property with four residences (1000 gallons p er day waste flow), then the large <br /> acreage coupled with the previously discussed low amount,of infiltrating rainfall would not cause <br /> a'build'up of nitrates in the shallow ground water. Furthern analysis has showthat the maximum . <br /> fi. development density for the area is about 3-3 acres in size. This means that for a given residence' <br /> with 5 persons with the assumptions discussed, -standard leachin s_ Vtie s st ld not <br /> ause a build up of nitrates in the.shallow ound water if the develo went density is 3.3 acres or <br /> eater irk size <br /> M*.. - . <br />
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