My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0004272 SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
L
>
LARCH
>
11515
>
2600 - Land Use Program
>
PA-0300116
>
SU0004272 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:30:36 AM
Creation date
9/6/2019 10:48:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004272
PE
2632
FACILITY_NAME
PA-0300116
STREET_NUMBER
11515
Direction
W
STREET_NAME
LARCH
STREET_TYPE
RD
City
TRACY
ENTERED_DATE
5/17/2004 12:00:00 AM
SITE_LOCATION
11515 W LARCH RD
RECEIVED_DATE
4/1/2003 12:00:00 AM
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\L\LARCH\11515\PA-0300116\SU0004272\NL 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.
/
67
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
III. NITRATE LOADING STUDY FINDINGS <br /> The Nitrate Loading Study findings will be discussed in the following sequential categories: <br /> 1.)Projected wastewater flow volumes from the Church Bathrooms and Kitchen. <br /> 2.)Anticipated wastewater characteristics. <br /> 3.)Nitrate loading to the groundwater underlying the Church. <br /> 4.)Design Criteria. <br /> 5.) The Conclusions and Recommendations Section. <br /> A. WASTEWATER FLOW PROJECTIONS AND CHARACTERISTICS <br /> WASTEWATER FLOW VOLUME PROJECTIONS <br /> A number of variables are involved in estimating wastewater Average Daily Flows(ADF) from <br /> the proposed People of Christ Church. Wastewater flow volume projections for facilities in <br /> unsewered areas of San Joaquin County have been historically and typically calculated under one <br /> or more of the following guidelines: <br /> 1. Data published in the San Joaquin County Sewage Standards. <br /> 2. Data published in the scientific literature. <br /> 3. Number of bathroom fixtures for a facility, leading to calculated bathroom use per capita. <br /> 4. Number of parking spaces for a facility. <br /> 5. Anticipated maximum number of known people on-site. <br /> 6. Historical wastewater flow data from an existing or comparable facility. <br /> The following list of flow projection determinations describe the rationale for arriving at the <br /> average daily effluent flow volumes for the People of Christ Church: <br /> 1. The San Joaquin County Sewage Standards assigns 10 gallons per person for a Church with a <br /> Kitchen, and 5 gallons per person for a Church without a kitchen. Consequently, the additional 5 <br /> gallons is assigned to kitchen wastewater flows. It is my understanding that there will be 60 <br /> Parishioners on Sundays and 40 Parishioners on Wednesday evenings. <br /> 2. The total number of toilet fixtures for the new Church is proposed to be three toilets,one urinal, <br /> four sinks and two drinking fountains. The Sewage Standards assign 150 gallons per toilet <br /> fixture/day(Parishioner/Staff use),which is typically taken to incorporate urinals, sinks and <br /> drinking fountains. <br /> 3. The total number of parking spaces for the new Church is 53 total. Ten gallons per day are <br /> assigned to each parking stall. <br /> 11 <br /> i <br /> Chesney Consulting <br />
The URL can be used to link to this page
Your browser does not support the video tag.