My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0010888 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
R
>
RIVER
>
24754
>
2600 - Land Use Program
>
PA-1600076
>
SU0010888 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:34:49 AM
Creation date
9/9/2019 9:05:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010888
PE
2631
FACILITY_NAME
PA-1600076
STREET_NUMBER
24754
Direction
E
STREET_NAME
RIVER
STREET_TYPE
RD
City
ESCALON
Zip
95320-
APN
24709031
ENTERED_DATE
5/2/2016 12:00:00 AM
SITE_LOCATION
24754 E RIVER RD
RECEIVED_DATE
5/2/2016 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\R\RIVER\24754\PA-1600076\SU0010888\NIT LD 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.
/
78
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
Nitrogen Loading Study Report Page 6 <br /> 24754 EAST RIVER ROAD <br /> WKA No. 11306.01 <br /> January 13, 2017 <br /> Revised., March 7, 2017 <br /> compared to the MCL for nitrate as nitrogen. The results show both the high and low estimates <br /> of 2.53 mg/L and 2.07 mg/L fall below the MCL. Based on this, it is not likely that the septic <br /> systems will have significant nitrogen-related impacts to down gradient water resources. <br /> 6.0 NITROGEN LOADING RESULTS DISCUSSION <br /> The results of the mass balance show no excess nitrogen loading to groundwater when <br /> compared to the MCL. The septic system was found to be the least significant source of <br /> nitrogen loading. Storm water runoff was found to contribute more than half of the nitrogen <br /> loading at the Site. The installation of the septic system will not create a significant source of <br /> nitrogen to the area. <br /> Mitigation is not required for the current Site conditions. Any future development at the Site <br /> should utilize Best Management Practices to prevent the over-application of nitrogen. <br /> 7.0 CONCLUSIONS AND RECOMMENDATIONS <br /> WKA performed a nitrogen mass balance for the Site using a high and low estimate for the <br /> amount of nitrogen contributed from the East and South Septic Systems. The resultant high <br /> estimate concentration of total nitrogen was calculated to be 2.53 mg/L and the low estimate <br /> concentration of total nitrogen was calculated to be 2.07 mg/L. Both of these values fall below <br /> the MCL for nitrate as nitrogen of 10 mg/L. The result of the mass balance show no significant <br /> nitrogen loading from the septic systems that would impact soil or groundwater. <br /> 8.0 LIMITATIONS <br /> The statements and results presented in this report are based upon the scope of services <br /> performed as described above and data available during the writing of this report. The report was <br /> prepared in a manner consistent with the level of care and skill ordinarily exercised by <br /> Professional Geologists. Work was performed using a degree of skill consistent with that of <br /> competent environmental consulting firms performing similar work in the area. No <br /> recommendation is made as to the suitability of the property for any purpose. The result of the <br /> investigation does not preclude the possibility that materials currently, or in the future, defined as <br /> hazardous are present on the site. This report is applicable only to the investigated site and should <br /> not be used for any other site. No warranty, either expressed or implied, is provided. �`� <br />
The URL can be used to link to this page
Your browser does not support the video tag.