My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0006056_SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
O
>
120 (STATE ROUTE 120)
>
10800
>
2600 - Land Use Program
>
PA-0600190
>
SU0006056_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 3:59:59 PM
Creation date
9/8/2019 12:31:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006056
PE
2632
FACILITY_NAME
PA-0600190
STREET_NUMBER
10800
Direction
E
STREET_NAME
STATE ROUTE 120
City
MANTECA
Zip
95336
APN
22803024
ENTERED_DATE
5/23/2006 12:00:00 AM
SITE_LOCATION
10800 E HWY 120
RECEIVED_DATE
5/23/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\O\HWY 120\10800\PA-0600190\SU0006056\NL_SS 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.
/
76
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
r Input Parameters ------ F Calculation--- ------ ----- -- -Size Pump For - <br /> Orifice Size 1 f8 . inches Minimum Flow Rate per 0.43 gpm Design Flow Rate 18.3 gpm <br /> Residual Head at Last Orifice 5.00 . feet Number of Orifices per Zone 42 Total Dynamic Hear 16.3 feet <br /> Orifice Spacing 3.0 . feet Total Flow Rate per Zone 18.3 gpm -- -— - - - -- - <br /> Number of Laterals per Cel 3 Number of Laterals per Zone 3 ---- - <br /> Actual diameter of orifices in <br /> Lateral Length 40.0 feet %Flow Differential 1st and Last 2.9 % distribution laterals. Typical values <br /> Lateral Pipe Class/Schedulf 40 • - ---- ----- -- range from 1/8"to 1/4". <br /> Lateral Line Size 1.00 inches -Static Heads - ----- -- ---- -� <br /> Distributing Valve Mode Mone • Lift to Manifold 5.0 feet <br /> Manifold Lengtt 10.0 feet Residual Head at Last Orifice 5.00 feet <br /> I <br /> Manifold Pipe Class/Schedul 40 . -- --- -- --- --- ------- — -- <br /> Manifold Line Size 1.25 inches Frictional Head Losses <br /> Lift to Manifold 5.0 feet Head Loss in Laterals 0.4 feet <br /> Calculate <br /> Transport Length 25.0 feet Head Loss through Distributing 0.0 feet <br /> Transport Pipe Class/SchedulE 40 • Head Loss in Manifolc F-0.1 feet <br /> Transport Line Size 1.25 • inches Head Loss in Transport Pipe 1.1 feet I Generate Chart l <br /> I <br /> Discharge Assembly Size 1.25 • inches Head Loss through Discharge 1.7 feet <br /> i <br /> Flow Meter None • inches Head Loss through Flow 0.0 feet <br /> 'Add-on'Friction Losses 3.0 feet 'Add-on'Friction Losses 3.0 feet <br /> h_ <br />
The URL can be used to link to this page
Your browser does not support the video tag.