My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0084717_SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
285
>
2600 - Land Use Program
>
SR0084717_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/17/2022 12:18:44 PM
Creation date
1/13/2022 9:53:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084717
PE
2602
FACILITY_NAME
285 S AUSTIN RD
STREET_NUMBER
285
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
22802048
ENTERED_DATE
1/12/2022 12:00:00 AM
SITE_LOCATION
285 S AUSTIN RD
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\tsok
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
1028
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
January 11, 2022 <br />BGG No. G130.09B <br />NITRATE LOADING STUDY <br /> <br />Due to concerns of nitrate leaching into groundwater from septic systems, a nitrate loading analysis <br />was required by the San Joaquin County Environmental Health Department (SJC EHD) for approval <br />of the proposed Bacardi Residence septic system. The intent of the study is to estimate the potential <br />concentration of percolating effluent produced by the septic system for an extended period. Where <br />percolating effluent leaches into the ground, groundwater quality may be impacted to a degree, <br />should the effluent reach the groundwater table. <br /> <br />The method utilized for the nitrate loading analysis is based on a simple and convenient mass <br />balance formula, discussed in a published article by Hantzsche and Finnemore (1992), predicting <br />groundwater Nitrate-Nitrogen impacts. <br /> <br />The H&F equation is a conservative approximation of groundwater nitrate-nitrogen concentration <br />resulting from the combined effect of on-site sewage disposal systems and rainfall precipitation. The <br />H&F equation and method are appropriate for estimating longterm effects on groundwater quality; it <br />is not intended for use in predicting seasonal fluctuations (H&F, 1992). The method considers the <br />development area, soil denitrification factor, rainfall, rainfall nitrate concentration, waste effluent <br />quantity, and waste effluent nitrate concentration from onsite septic systems. <br /> <br />Mass Transport Soil Properties <br />Field percolation test results indicate that the surface soils are moderately permeable. The site soils <br />will permit some infiltration of water through the surface soils. The longer the effluent remains near <br />the surface, the more biologic treatment may occur. If permeable soils exist to the depth of the <br />ground water aquifer, it is possible that any remaining surface contaminants may be transported to <br />the saturated zone of the upper aquifer. <br /> <br />Nitrate Sources <br />Septic systems have been identified to be a significant source of nitrate impact to groundwater. <br />Dairy farming and orchard fertilization in sandy soils is also a significant source of nitrate <br />contamination in shallow or sandy aquifers in San Joaquin County. <br /> <br />Rainfall Contribution <br />An estimate for rainfall quantity and quality was required for this nitrate loading analysis. The H&F <br />method utilizes the “average recharge rate of rainfall” for calculating potential nitrate impacts to the <br />aquifer. Some portion of total rainfall will dissipate by evapotranspiration, the sum of evaporation <br />and plant transpiration, hence reducing the amount of rainfall percolation into the aquifer and <br />percolating effluent, especially in summer months. <br /> <br />Rainfall recharge (deep percolation of rain) is a significant factor in the nitrate loading estimate; <br />however, data on rainfall recharge rates is not widely available. We reviewed two studies containing <br />information regarding groundwater recharge in the San Joaquin Valley region: Groundwater in the <br />Central Valley, California – A Summary Report, USGS Professional Paper 1401-A dated 1991 and <br />the Eastern San Joaquin Groundwater Basin Groundwater Management Plan published by the <br />Northeastern San Joaquin County Groundwater Banking Authority dated 2004. Based upon the <br />information and recharge estimates contained in these technical reports, a recharge rate of 80 percent
The URL can be used to link to this page
Your browser does not support the video tag.