My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0012713
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
F
>
4 (STATE ROUTE 4)
>
18350
>
2600 - Land Use Program
>
PA-1900261
>
SU0012713
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/20/2024 9:09:40 AM
Creation date
12/26/2019 2:01:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0012713
PE
2626
FACILITY_NAME
PA-1900261
STREET_NUMBER
18350
Direction
E
STREET_NAME
STATE ROUTE 4
City
STOCKTON
Zip
95215-
APN
18314010
ENTERED_DATE
12/24/2019 12:00:00 AM
SITE_LOCATION
18350 E HWY 4
RECEIVED_DATE
12/23/2019 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
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.
/
136
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
k'g KLEINFELDER <br /> also easily satisfy the required percolation rate of 30 minutes per inch or faster, as shown in the <br /> table above. <br /> NITRATE LOADING CALCULATIONS <br /> For new developments,the San Joaquin County Public Health Services Department (SJCPHS) of <br /> the Environmental Health Division requires a study to evaluate if discharge from an on-site <br /> sewage disposal system at the property could load or increase the nitrate levels in groundwater <br /> above the state drinking water MCL standard. As you may be aware, the drinking water MCL <br /> standard for nitrate as NO3 is 45 mg/1 and for nitrate-nitrogen as N is 10 mg/1. For the purpose of <br /> our evaluation, we have relied upon the application of an equation intended to predict the level of <br /> nitrate in groundwater often referred to as the Hantzsche mass balance equation' that is presented <br /> below with an explanation for each factor and the values used in our study. <br /> Nc=AWN,,, 0-D) + (Nb)r <br /> AW+r <br /> Where: <br /> NC = Average calculated nitrate-nitrogen in groundwater resulting from domestic sources <br /> and precipitation—mg/1, as N <br /> A = Number of dwelling units per acre on septic tanks (unit/acre) = 0.18 (estimated <br /> based on an estimated peak water usage of 900 gal./day for 60 employees at 15 <br /> gal./day for an industrial building without a food cafeteria divided by 150 <br /> gal./day/dwelling unit to determine the equivalent number of dwelling units and a 33 <br /> acre site) <br /> W = Annual wastewater loading per equivalent dwelling unit per acre (inches) = 2.0 <br /> inches (per year per equivalent dwelling unit assuming a flow of 150 <br /> gal./day/dwelling unit) <br /> NW, = Nitrate concentration of nitrified leachfield effluent (mg/1) = 35 mg/l typical <br /> (Hantzsche and Finnemore (1992)) <br /> D = Percent dentrification of leachfield effluent = 0.35 percent (0.1 to 0.35 percent <br /> typical per Hantzsche and Finnemore (1992). 0.35 selected given the large depth to <br /> groundwater (>75 feet)) <br /> R = Annual deep percolation of precipitation (inches) = 8.78 inches (representing 65 <br /> percent of average annual rainfall of 13.5 inches in project area. Remaining 35 <br /> percent of rainfall is assumed to drain off-site into natural or manmade drainages) <br /> Nb = Background nitrate nitrogen concentration of rainfall recharge at the water table = <br /> 0.5 mg/l (per Technical Memorandum, Hydrologic and Soil Investigation for the <br /> Han=sche N.,Finnemore J. (1992), Predicting Ground-Water Nitrate Nitrogen Impacts, Ground Water, <br /> Vo1.30,No 4 <br /> 20-2080-19.G01/2002R083 February 4,2002 <br /> ©2002 Kleinfelder,Inc. Page 3 of 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.