My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0085648_SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
23380
>
2600 - Land Use Program
>
SR0085648_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/8/2022 10:35:28 AM
Creation date
9/8/2022 9:53:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085648
PE
2602
FACILITY_NAME
23380 S AUSTIN RD
STREET_NUMBER
23380
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
22813003
ENTERED_DATE
8/15/2022 12:00:00 AM
SITE_LOCATION
23380 S AUSTIN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\tsok
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
68
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
the aquifer up to 10.7 mg/L-N for two homes. Adding an accessory dwelling unit raises <br />the calculated buildup of nitrates to 12.7 mg/L-N. <br />The US EPA recommended MCL for nitrate in drinking water is 10 mg/L-N. The results <br />of the nitrate loading calculations exceed the maximum drinking water standard. <br />Discussion of Nitrate Loading Results <br />Total Nitrate Impact <br />Based on the method and assumptions described, the results of the nitrate loading <br />estimates indicate that the existing and proposed development on the Site have the <br />potential to cause a buildup of nitrate in the aquifer over 10 mg/L-N. <br />It should be remembered, however, that the Hantzsche and Finnemore equation is a <br />conservative method for determining potential impacts, and actual nitrate loading <br />experienced on the Site over time may be less than predicted. The requirement by San <br />Joaquin County Environmental Health Department that the calculation use rainfall and <br />evapotranspiration data to determine ground -water recharge is particularly conservative, <br />as it does not include consideration of recharge from irrigation water or surface water <br />sources. <br />Although Live Oak cannot make engineering recommendations, we are aware that the <br />San Joaquin County Environmental Health Department typically allows the use of <br />standard systems with oversized septic tanks in cases where a 30 percent reduction <br />would bring the nitrate loading under the MCL; the subject Site's nitrate loading result <br />meets this criterion. The use of shallow septic leach fields rather than deeper sumps is <br />anticipated to provide additional reduction in nitrate loading. <br />LOGE 2234 Page 13 <br />
The URL can be used to link to this page
Your browser does not support the video tag.