My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0002198_SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
F
>
FRENCH CAMP
>
2201
>
2600 - Land Use Program
>
UP-00-04
>
SU0002198_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/22/2020 8:31:41 PM
Creation date
9/4/2019 6:41:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002198
PE
2626
FACILITY_NAME
UP-00-04
STREET_NUMBER
2201
Direction
E
STREET_NAME
FRENCH CAMP
STREET_TYPE
RD
City
FRENCH CAMP
APN
17710031
ENTERED_DATE
10/23/2001 12:00:00 AM
SITE_LOCATION
2201 E FRENCH CAMP RD
QC Status
Approved
Scanner
SJGOV\wng
Supplemental fields
FilePath
\MIGRATIONS\F\FRENCH CAMP\2201\UP-00-04_GP-99-11_GP-00-02_ZR-00-4\SU0002198\NL STDY.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
45
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
1 <br /> FFAnalyticalata obtained from septic tank effluent should also correlate with this ratio unless <br /> ogen (Nz) was liberated or consumed by microbes. Calculations of nitrogen:argon <br /> ned from the analyses of seven different effluents indicate ratios of 100, 60,43, 50, <br /> 1. All of these values exceeded the expected nitrogen:argon ratio of 37 and indicate <br /> nitrogen liberation. This data supports the theory that denitrification occurs within septic tanks <br /> and by using two tanks in series, encourages denitrification. <br /> IV. CONCLUSIONS AND RECOMMENDATIONS <br /> It is our opinion the subject property is suitable for its intended use with regard to septic effluent <br /> management. The percolation rates obtained indicate a permeable soil, although permeability <br /> decreases with an increase in soil saturation. Effluent management, and therefore design should <br /> be based on the permeability of the soil eventually reaching a long term application rate (LTAR) <br /> of approximately 0.5 to 1.0 gals/ftZ/day due to biomat formation. It is imperative that a 100% <br /> replacement area be designated in the event a repair is needed or an additional system installed. <br /> Sumps may be used if there is an increase in the number of people using the system, leading to <br /> greater wastewater flows than those anticipated in this report. It may be a requirement by the <br /> Environmental Health Department to install a flow meter on the system. <br /> The nitrate loading calculations demonstrate groundwater under the leachfield, to a thickness of <br /> 2.5 feet, will be theoretically impacted above the current Maximum Contaminant Level Drinking <br /> Water Standards (MCL/DWS)by 3.5 ppm NO3-N. Nitrate influence from the proposed facility <br /> can be considered "reduced impact" when it is considered on an areal basis and in comparison to <br /> maintaining the property in alfalfa production, as explained: Alfalfa requires 480 pounds of <br /> nitrogen per acre to produce 8 tons. The alfalfa plant has the capacity to manufacture its own <br /> nitrogen, although from this process, excess nitrogen is leached past the root zone. It is difficult <br /> to quantify the amount leached due to the number of factors involved; however, 50 pounds per <br /> acre can be regarded as probable, particularly if additional nitrogen is supplied. Therefore, the <br /> possibility exists for 50 lbs N x 40 ac=2,000 lbs of nitrogen to leach into the groundwater under <br /> the subject property if left in alfalfa production. <br /> The on-site domestic well is proposed to be installed downgradient from the leachfield. We <br /> recommend periodic monitoring of this well. If there is an increase in nitrate concentration, <br /> further treatment to prevent nitrification may be warranted. <br /> Potential environmental impact from future nitrate-nitrogen loading may be mitigated to an <br /> acceptable extent by the use of two - 2,000 gallon septic tanks in series and a filter(e.g., ZabelS <br /> or OSI® Filters) placed in the last chamber of the first septic tank. A denitrification potential of <br /> 20%-25% is projected within the soil environment due to the referenced soil characteristics of <br /> silty clays, clayey silts. <br /> Bottled water should be consumed for drinking and cooking purposes by the people residing in <br /> the house adjacent to the west side of subject property. Improved management procedures <br /> should be established for the offloading, storage and mixing of fertilizers on this property. <br /> 8 <br /> Na!!ey sig Research <br />
The URL can be used to link to this page
Your browser does not support the video tag.