My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0004545 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
G
>
GREENWOOD
>
2340
>
2600 - Land Use Program
>
PA-0200473
>
SU0004545 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:30:52 AM
Creation date
9/5/2019 10:50:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004545
FACILITY_NAME
PA-0200473
STREET_NUMBER
2340
Direction
E
STREET_NAME
GREENWOOD
STREET_TYPE
RD
City
TRACY
APN
25525007
ENTERED_DATE
7/13/2004 12:00:00 AM
SITE_LOCATION
2340 E GREENWOOD RD
RECEIVED_DATE
10/17/2002 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\G\GREENWOOD\2340\PA-0200473\SU0004545\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.
/
88
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
FFthebottom <br /> ssue regarding the groundwater(phreatic water) elevation in relation to septic <br /> ent is that there must be sufficient "treatment" distance. This is the distance between <br /> f a filter bed, leachline trench, or sump, and the highestanticipated depth to <br /> for the destruction of bacteria and viruses to occur. This treatment distance is <br /> cepted to be five feet. Therefore, sufficient distance currently exists between the <br /> bottom of the filter beds and the static water table depth. A sump-type septic structure is not <br /> recommended in this area, or for this project. To take advantage of the treatment potential of the <br /> indigenous soil, a filter bed or leachfield should be installed high in elevation to force septic <br /> effluent to travel the greatest distance before encountering the water table. <br /> For convenience and comparison purposes,test results for nitrate on the domestic water that <br /> serves the facility and for the water table sampled from all three backhoe test pits, are <br /> summarized below: <br /> WATER TABLE ANALYTICAL TEST RESULTS <br /> WATER TABLE ANALYSES ON-SITE DOMESTIC WELL - PUBLIC <br /> WATER SUPPLY <br /> NITRATE 13 ppm- Downgradient from Filter Bed 4.5 mg/L(5/2/02) <br /> AS NO, (2/4/02) <br /> NITRATE 31 ppm-Upgradient From Filter Bed 4.6 mg/L(5/3/01) <br /> AS NO, (2/4/02) <br /> NITRATE 314 ppm-Downgradient from Proposed 3.4 mg/L(12/3/96) <br /> AS NO, Truck Stop(7/13/02) <br /> From the test results, it is evident that there is a correlation between soil nitrate-nitrogen content <br /> and underlying groundwater table nitrate content. It is theorized that the nitrate concentration in <br /> the water table downgradient from the filter bed is lower than the upgradient due to soil <br /> saturation under the filter bed, which is promoting denitrification. With regard to the proposed <br /> Truck Stop parcel 255-26-13, it was to be expected that the water table would be high in nitrate <br /> since the soil nitrate-nitrogen concentration was high (44 ppm NO3-N). <br /> Test results for the domestic well which serves the entire facility indicate very low nitrate impact <br /> considering the nitrate concentration within the water table. These concentration differences can <br /> be most likely attributed to significant clay strata between the highest aquifers or zones of <br /> saturation and the deeper aquifers,that are being used for drinking water. In addition, there is <br /> ongoing research at the University of Colorado which suggests there may be a high denitrification <br /> potential within aquifers or saturated zones composed of a fine (vs. a coarse) soil fraction. <br /> 6 <br /> Chemey CotuultiV <br />
The URL can be used to link to this page
Your browser does not support the video tag.