My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0002207_SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
T
>
12 (STATE ROUTE 12)
>
340
>
2600 - Land Use Program
>
UP-99-02
>
SU0002207_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 3:46:23 PM
Creation date
9/9/2019 10:25:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002207
PE
2626
FACILITY_NAME
UP-99-02
STREET_NUMBER
340
Direction
W
STREET_NAME
STATE ROUTE 12
City
LODI
Zip
95240
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
340 W HWY 12
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\T\HWY 12\340\UP-99-02\SU0002207\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.
/
37
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
November 19A999 <br /> Job Number:S99303' <br /> Page 6 , <br /> A soil boring was drilled.to a depth of 40 feet to charas_terize the soil profile of the site, <br /> ` No ground-water was encountered to a total depth of 40-feet.. GenerallYa:y -la�ers 'consistingof <br /> sand; silt, arid clay were.encountered in burin <br /> g(Plate 8). A 6 foot thick clay layer was found to <br /> exist between 22-to 28 feet: This layer may'tend to imped'the downward flow of percolating <br /> water. No hardpan was observed during drilling: <br /> .One percolation test was performed,adjacent to the exploratory boring- The percolation '. <br /> test was set at 2:0 feet in.depth within soils consisting of brown sand with At(Plate 8). The. <br /> percolation test casing was a 2 inch PVCpipe with slots cuf on the Bottom Two inches of"pea <br /> gravel"was placed in the bottom of hole, the,casing.was installed, and several feet�of"pea gravel <br /> were backfilled in the annular space. <br /> A one hour.percolation test was conducted.on November 9, 4999'n accordance with the <br /> requirements of San Joaquin County Environmen <br /> i <br /> tal Health Division..-The last.1/ �hour of the test <br /> was observed by Mr._Johnny Yoakum of that office.'The result of the percolation 2 foot deep, : ' <br /> percolation test indicates a satisfactory peculation rate of 26-0min/in(Plateal l).' The results <br /> ,! indicate that'a standard leach field-septic desi could be used on the ' <br /> site. <br /> r VII- NITRATE LOADING STUDY <br /> A build up of nitrates in the upper ground-water zones can cause a temporary blood = <br /> disorder in infants called methemoglobinemia(blue baby): Serious and occasionally fatal <br /> poisonings`of infants haveoccurred followingthe in e-stion of water. g e containing nitrate _ <br /> concentrations greater than 10 mg/l nitrate as.N or-45•mg/l nitrate as NO3. ' <br /> ` The nitrate loading analysis estimates the concentration of <br /> nitrate-N of-the septic effluent <br /> combined with rain water after denitrification (prior to mixing and dilution with existing <br /> -ground <br /> water)- The method is based on a simple mass balance formula which takes into account soil <br /> denitrification rain fall, and the .waste e <br /> proposed ffluent quantity and nitrate level. Assumptions <br /> and calculations for the analysis are shown-on Plates 9:and 10. The units.of nitrate in used ' the <br /> mass balance equation is nitrate-N with a maximum.drinking water contaminate level of 10 mg/1. <br /> Decutri£cation is the biological process in the soil whereby certain bacteria utilize the <br /> oxygen in the nitrate(NO3) and release.nitrogen'gas(Nz).to the atmosphere. tDenitnification is <br /> expressed ass-a percentage, and the normally accepted range is 10%.to 25%.'Soils-with higher <br /> clay content, moist soil conditions;and:organic material denitrify about.25%•or more but sails <br /> with Higher sand content and fast peculation rates are estimated to denitrify about 10%- Due.to . <br />
The URL can be used to link to this page
Your browser does not support the video tag.