OAR 690-210-0280
Access Ports, Dedicated Measuring Tubes and Airlines


(1)

All water supply wells , including wells that have been temporarily removed from service, temporarily abandoned due to a recess in construction, or temporarily abandoned before commencing service, shall be properly covered and shall be equipped with a usable access port with a minimum diameter of 12- inch for the purpose of determining the water level in the well at any time.

(2)

Access ports shall be installed prior to the Water Supply Well Constructor removing the well drilling machine from the well site.

(3)

Dedicated measuring tubes that meet the requirements of OAR 690-215-0060 (Access Ports, Dedicated Measuring Tubes and Airlines) are recommended to be installed on all water supply wells at the time of pump installation, pump repair, or pump replacement. Where required, dedicated measuring tubes shall be a minimum of 34-inch diameter schedule 40 PVC extending to the top of the pump (See Figure 200-5). The 34-inch diameter dedicated measuring tube may be reduced in size to 12-inch where it goes through the watertight well cap, but shall not be reduced in size over the length of the pipe.

(4)

An airline is not a substitute for a required dedicated measuring tube and, if installed, must enter the well in a location other than the access port.

(5)

Access ports, dedicated measuring tubes or airlines on all water supply wells shall be capped and be a minimum of twelve inches above finished ground surface or pumphouse floor (See Figure 210-12) (See Figure 200-5).

(6)

Access ports, airlines and dedicated measuring tubes on all water supply wells shall be maintained by the landowner in a condition that will prevent contamination of the groundwater resource, and shall remain free from wire or other obstruction.
[ED. NOTE: Figures referenced are available from the agency.]
[ED. NOTE: To view attachments referenced in rule text, click here to view rule.]

Source: Rule 690-210-0280 — Access Ports, Dedicated Measuring Tubes and Airlines, https://secure.­sos.­state.­or.­us/oard/view.­action?ruleNumber=690-210-0280.

690–210–0005
Standards Apply to all Methods of Well Construction
690–210–0030
Placement of Water Supply Wells
690–210–0060
Explosives
690–210–0065
Hydrofracturing
690–210–0070
Injection Wells
690–210–0100
Mineralized or Contaminated Groundwater
690–210–0130
Sealing of Wells in Unconsolidated Formations Without Significant Clay Beds
690–210–0140
Sealing of Water Supply Wells in Unconsolidated Formations with Significant Clay Beds
690–210–0150
Sealing of Water Supply Wells in Consolidated Formations
690–210–0155
Additional Standards for Artesian Water Supply Wells
690–210–0160
Additional Standards for Filter Pack Wells with Surface Casing
690–210–0170
Additional Standards for Filter Pack Wells without Surface Casing
690–210–0180
Additional Standards for Driven or Jetted Wells
690–210–0190
Steel Casing
690–210–0200
Steel Casing Joints
690–210–0210
Plastic Casing
690–210–0220
Plastic Casing Joints
690–210–0230
Inner Casing
690–210–0240
Casing Shall be Centered
690–210–0250
Top Terminal Height
690–210–0260
Openings in the Casing
690–210–0270
Pitless Well Adapters and Units
690–210–0280
Access Ports, Dedicated Measuring Tubes and Airlines
690–210–0290
Liner Pipe
690–210–0300
Drill Cuttings or Chips
690–210–0310
Cement Grout
690–210–0315
Concrete
690–210–0320
Methods of Placement of Cement Grout or Concrete
690–210–0330
Unhydrated Bentonite
690–210–0340
Method of Placement of Unhydrated Bentonite
690–210–0350
Resumption of Construction Following Placement of Cement Grout
690–210–0360
Movement of Casing after Cement Grouting
690–210–0370
Well Test
690–210–0380
Disinfection of a Well
690–210–0390
Completion of Wells
690–210–0400
Construction of Dug Wells
690–210–0410
Buried Slab Construction
690–210–0420
Surface Curbing
Last Updated

Jun. 8, 2021

Rule 690-210-0280’s source at or​.us