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SU0002655_SSNL
Environmental Health - Public
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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2600 - Land Use Program
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SA-99-71
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SU0002655_SSNL
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Last modified
11/19/2024 1:52:11 PM
Creation date
9/8/2019 12:56:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002655
PE
2633
FACILITY_NAME
SA-99-71
STREET_NUMBER
25355
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
APN
00514302
ENTERED_DATE
10/31/2001 12:00:00 AM
SITE_LOCATION
25355 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\N\HWY 99\25355\SA-99-71\SU0002655\SS STDY.PDF
Tags
EHD - Public
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"woe <br /> November 18, 1999 <br /> Job Number: S99307 <br /> Page 9 <br /> The estimated total average yearly nitrate loading concentration for the property is <br /> estimated to be 5.78 mg/1-N, about 58% of the maximum contaminate level for the drinking <br /> water. It is anticipated that a portion of the effluent may evaporate, be consumed by surface <br /> plants, while a portion may evidentially reach ground water if no confining clay zones are present <br /> below the site. It is unknown if this will occur. If this does occur, the concentration of the <br /> percolate has been calculated to be well below the drinking water standard and will lower(by <br /> dilution)the elevated nitrate levels of groundwater. This process could be viewed as beneficial to <br /> overall ground water quality. <br /> The source of the elevated ground-water nitrate is unknown but may originate from septic <br /> uses or agriculture located to the west. The ground-water gradient in this area was found to flow <br /> east to northeast in the past years. Since there is a reasonable possibility that improperly <br /> constructed septic systems located to the west may be contributing to the elevated nitrate <br /> concentrations of ground water, it is important that any new systems in this area are designed and <br /> constructed properly. <br /> Our recommendations for the project are as follows: <br /> 1) If the site has sufficient area, the use of seepage pits should be avoided if possible. <br /> We realize that space may be a limiting factor and the use of seepage pits may be <br /> needed. If they are needed, shallow pits are preferable to deeper pits and they <br /> should be placed at the ends of leach lines. The leach lines should be placed no <br /> deeper then 36 inches, less is preferable. <br /> 2) The leach line trenches should be supplemented with an organic carbon source <br /> such as a organic silt, organic clay, or an ordinary gardening peat supplement. An <br /> appropriate amount of peat soil supplement could be purchased from a gardening <br /> store for example, and lined in the trenches to form a biomat filter. This will <br /> promote denitrification of the effluent. Charcoal is not recommended for an <br /> organic carbon source. <br /> 3) Bottled or imported drinking water should be available for use by the staff and <br /> customers of the business. The drinking of the well water should be avoided due <br /> to the nitrate water test exceeding the maximum drinking water standard. The <br /> water well could be used for irrigation and other non-consumable purposes. <br /> SSS OCA <br />
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