My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0085844_SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
ESCALON BELLOTA
>
16402
>
2600 - Land Use Program
>
SR0085844_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/12/2022 3:49:00 PM
Creation date
10/12/2022 3:37:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085844
PE
2602
FACILITY_NAME
16402 S ESCALON BELLOTA RD
STREET_NUMBER
16402
Direction
S
STREET_NAME
ESCALON BELLOTA
STREET_TYPE
RD
City
ESCALON
Zip
95320
APN
22908028
ENTERED_DATE
9/29/2022 12:00:00 AM
SITE_LOCATION
16402 S ESCALON BELLOTA 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.
/
63
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
28 September 2022 AdvancedGeo <br />Project No. 22-6994 An Employee Owned Compony <br />Page 14 of 15 -" <br />EXISTING AND PROPOSED HOME CALCULATIONS: <br />Nr= I x Nw(1-d)+Rx Nb=(I+R) <br />Assumptions: <br />I = 127,750 gallons = 17,079 cubic feet wastewater _ [(0.979 acres x 43,560 feet2) - 12 <br />inches] = 17,079 - 3,554 = 4.81 inches/year <br />NW = 45 mg/L-N <br />d = 40 percent denitrification <br />R = 3.54 inches/year <br />Nb = 1.0 milligram per liter <br />Nr = [4.81 inches/year x 45 mg/L-N (1-0.40)] + (3.54 inches/year x 1.0 milligram per liter) <br />(4.81 inches/year + 3.54 inches/year) <br />Nr= 133.41 =8.35= 15.97 <br />Nr = 15.97 ppm nitrogen (NO3_N) <br />9.7. IMPACT OF NITROGEN LOADING FROM SITE PROJECT TO <br />DOWNGRADIENT WATER SOURCES <br />The recharging of groundwater is the most likely potential feature that could impact future <br />nitrogen loading. Since the subject property is flat, AGI does not anticipate percolating <br />effluent will affect any nearby water sources. Based on the volume of wastewater to be <br />generated and the depth to groundwater (110-120 feet bsg), the potential vertical <br />migration would not likely degrade the local groundwater. A total of 15.97 ppm of <br />additional nitrogen is estimated to be added to the site over the long term through <br />wastewater recharge from the proposed septic system. The nitrogen loading value is <br />above the desired value of 10 ppm. <br />10.0. TOTAL NITRATE IMPACT FROM PROPOSED PROJECT <br />Based on the method and assumptions described, proposed NO3_N mass of wastewater <br />and the calculations of the NO3_N loading predicted, the proposed development may <br />negatively impact NO3_N loading rates within the aquifer. The soil at the site appear to <br />be adequate for nitrate degradation and proper leaching of wastewater. A total of <br />15.97 ppm of additional nitrogen is estimated to be added to the site over the long term <br />through wastewater recharge from the proposed septic system. <br />11.0. MITIGATION METHODS PROPOSED <br />To mitigate any known or potential future impacts of nitrate to soil and groundwater from <br />the proposed septic system, the following mitigations could be implemented: <br />
The URL can be used to link to this page
Your browser does not support the video tag.