My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
9084344
Images9
>
Public Works - Permits
>
Building
>
FOR PUBLIC VIEW ON INTERNET
>
COMPLETED FILES - INACTIVE
>
12-XXXXX
>
9084344
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/15/2020 11:55:21 AM
Creation date
1/3/2020 2:38:40 PM
Metadata
Fields
Template:
Permits
Permit Address
34939 NORTH SANTIAM HY SE
Permit City
GATES
Permit Number
555-12-06306
Parcel Number
094E29 00600
Permit Type
Septic
Permit Doc Type
Permit Document
Status
Ready to Film
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).
Show annotations
View images
View plain text
Detroit Dam and Reservoir Mineo Fish Collection Facility Rebuild <br /> 2.2 Effluent Pump Package <br /> 2.2.1 General <br /> s. a •e •renco •! - or equa pump vault <br /> complete with duplex high head effluent pumps and MF3A float switch <br /> assembly, or equal. Package shall include a control panel from the pump <br /> manufacturer. The pump package shall be designed to operate with the <br /> design levels of the selected precast tank. Package shall provide lead-lag <br /> operation of the duplex pump system. Pump operating system shall be <br /> provided by the pump manufacturer of design equal to or exceeding Orenco. <br /> 2.2.2 Pumps, Pump Vault <br /> Pumps shall be sized for a minimum flow rate of 11 gallons per minute at a <br /> total dynamic head of 200 feet. Pump motors shall be rated 3/4 hp and <br /> operate at 208VAC, 60 Hz, 3-phase. Orenco PF10073200-10 series or approved <br /> equal. <br /> 2.2.3 Control Panel <br /> 4(00 Control panel shall provide duplex, alternating control of the pumps. <br /> Pumps shall operate in a lead-lag configuration based upon float switch <br /> inputs. Pumps shall be capable of manual and automatic control. Control <br /> panel shall rated 240VAC with 120VAC control circuitry. Enclosure shall be <br /> rated NEMA 250, Type 12 (indoor) or Type 4 (outdoor) as applicable. The <br /> following functions shall be provided: elapsed time meters, disconnect <br /> switches, current sensors, test switch, pump cycle counters, pump run and <br /> fail indicating lights, and power available indicating light. Dry alarm <br /> contacts shall be provided for lag pump run and high level. Orenco or <br /> approved equal. <br /> 2.2.4 Float Switches <br /> MF3A Float switch assembly shall be provided for the following functions: <br /> start lead pump, start lag pump, stop all pumps, and high level alarm. <br /> Switches shall be normally open and suitable for use in septic systems. <br /> Switches shall be wired to a local explosion proof slice box. The floats <br /> shall be adjustable and must be removable without removing the pump vault. <br /> Float levels shall be set as shown or as directed per permit requirements. <br /> 2.3 PIPELINE MATERIALS <br /> Pipeline materials shall conform to the respective specifications and other <br /> requirements specified below. Submit manufacturer's standard drawings or <br /> catalog cuts. <br /> 2.3.1 PVC Plastic Gravity Sewer Piping <br /> 2.3.1.1 PVC Plastic Gravity Pipe and Fittings <br /> ASTM D 3034, SDR 26, or ASTM F 949 with ends suitable for elastomeric <br /> gasket joints. <br /> 2.3.1.2 PVC Plastic Gravity Joints and Jointing Material <br /> Joints shall conform to ASTM D 3212. Gaskets shall conform to ASTM F 477. <br /> 33 30 00.00 25-6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.