My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0012766
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AIRPORT
>
5000
>
2600 - Land Use Program
>
EIR-96-1
>
SU0012766
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/2/2020 3:04:32 PM
Creation date
9/4/2019 9:46:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0012766
PE
2677
FACILITY_NAME
EIR-96-1
STREET_NUMBER
5000
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206-
APN
17726012
ENTERED_DATE
1/2/2020 12:00:00 AM
SITE_LOCATION
5000 S AIRPORT WAY
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\A\AIRPORT\5000\EIR-96-01\PUB REC REL APPL.PDF
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
228
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
f <br /> 7 <br /> C n <br /> i <br /> includes all future possible development, is only 993,600 gpd. Fire demand is anticipated <br /> to be 2,500 gpm minimum and all water lines will be constructed to provide this type of <br /> water flow_ There is adequate domestic water available to provide all water anticipated <br /> to be required for any potential development of the airport property. <br /> I <br /> C. Sewaue Generation <br /> The Stockton Metropolitan Airport originally had a small sewage treatment plant on site <br /> and sewer lines are in place for the terminal building, the fixed base operator facilities, <br /> and the Air Metro Industrial Park. The City of Stockton has contracted with the Airport <br /> to handle up to 1.3 million gallons per day of sewage effluent generated on the airport. <br /> Sewer lines are in place to collect sewage flows from the existing facilities and sewer <br /> lines are stubbed out to the edge of Arch-Sperry Road to accommodate the sewage flow <br /> that will be generated in the future development areas. <br /> The sewage generation rate for the anticipated development of the airport is shown in <br /> jTable No, 8-4. Three different projected land uses and the cumulative condition have <br /> r been considered in this study. A description of each development is included in Chapter <br /> li. <br /> 4, Forecasts and Aviation Demands. <br /> F f <br /> 1TABU NO $ 4 <br /> SEWAGE GENERATI<ON::iRA-F <br /> ti <br /> Sewage Produc on gpd X 1000 <br /> a <br /> 2015 2015. 2015 . <br /> Proposed Prflposed; Reduced <br /> Land'iJse Rr3ect Pro3ect Development, . Cumulative <br /> Phase 1 .. Phase 2 Alternative <br /> Intereharige Interchangeis <br /> Commercial/Retail 110.0 130.0 132.0 130.0 <br /> Industrial Office/ 108.0 135.0 21.6 171.0 <br /> ` Research Development <br /> Industrial Warehouse 256.0 275.2 35.2 307.2 <br /> Air Metro Industrial Park 140.4 140.4 140.4 140.4 <br /> Farmington Fresh 1.18.8 118.8 118.8 118.8 <br /> Enplaned Passengers 27.4 27.4 13.7 . 54.8 <br /> Visitors 21.9 21.9 11.0 43.8 <br /> Airport Employees 4.8 1 4.8 1 3.6 1 9.6 <br /> Hotel 6.0 6.0 6.0 8.0 <br /> TOTAL _...793.3 859.50 482.30 983.60 <br /> 8-4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.