My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0081592 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
M
>
MANTECA
>
23563
>
2600 - Land Use Program
>
SR0081592 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/6/2020 11:09:56 AM
Creation date
2/6/2020 9:25:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0081592
PE
2602
FACILITY_NAME
BELLA GARDENS WINE CELLAR
STREET_NUMBER
23563
Direction
S
STREET_NAME
MANTECA
STREET_TYPE
RD
City
MANTECA
Zip
95337
APN
22611046
ENTERED_DATE
1/2/2020 12:00:00 AM
SITE_LOCATION
23563 S MANTECA RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
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.
/
89
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 daily flow and weighted average are calculated as follows: <br /> Table 3. Average Daily Flow Calculation <br /> Use Units Rate Subtotal Reduction* Average Daily <br /> Flow <br /> Employees 14 13 gal/employee 182 gpd 59/365 29.4 gpd <br /> (59 days per year) <br /> Customers,Wine Tasting <br /> Events 80 9 gal/customer 720 gpd 49/365 96.6 gpd <br /> (49 per year) <br /> Customers,Marketing <br /> Events 130 9 gal/customer 1,170 gpd 10/365 32.0 gpd <br /> (10 days per year) <br /> Parking Attendants, <br /> (4 hr.shifts, 2 13 gal/employee 26 gpd 4/8,59/365 2.1 gpd <br /> 59 days per year) <br /> Residence 4 bedroom 140 gal/bedroom 560 gpd N/A 560 gpd <br /> Total 720.1 gpd <br /> *Reduction factors convert calculated flow into average daily flow over a year: 59/365,49/365 and 10/365 convert for <br /> days per year that certain employee and customer levels are anticipated.The 4/8 factor converts for a four-hour shift. <br /> Table 4. Weighted Average Concentration Calculation <br /> Use Average Daily Flow Estimated Waste Water Weighted Average Product <br /> Quality <br /> Employees 29.4 gpd 85 mg/L-N 2,499 gpd-mg/L-N <br /> (59 days per year) <br /> Customers,Wine Tasting Events 96.6 gpd 85 mg/L-N 8,211 gpd-mg/L-N <br /> (49 per year) <br /> Customers, Marketing Events 32.0 gpd 85 mg/L-N 2,720 gpd-mg/L-N <br /> (10 days per year) <br /> Parking Attendants 2.1 gpd 85 mg/L-N 178.5 gpd-mg/L-N <br /> (59 days per year) <br /> Residence 560 gpd 35 mg/L-N 19,600 gpd-mg/L-N <br /> Totals 720.1 gpd 33,208.5 gpd-mg/L-N <br /> Weighted Average 33,208.5 gpd-mg/L-N/ 720.1 gpd=46.1 mg/L-N <br /> Concentration: <br /> Denitrification Reductions <br /> Denitrification is a process that occurs in the septic system drain field whereby certain <br /> bacteria oxidize the nitrate (NO3) in the wastewater and release nitrogen gas (N2) to the <br /> atmosphere. Due to the biologic processes in the shallow soils, nitrogen in the drain <br /> field will may undergo a reduction between 10 percent to 35 percent. Soils with higher <br /> clay content, moist soil conditions, high pH, and organic material denitrify by about 35 <br /> LOGE 1908 Page 12 <br />
The URL can be used to link to this page
Your browser does not support the video tag.