OAR 690-210-0190
Steel Casing

(1)

All steel casing installed shall be in new or like new condition, being free of pits or breaks, and shall meet or exceed the minimum American Society for Testing Materials (ASTM A-53A or B) specifications for steel pipe, for the sizes as set out in Table 210-2.

(2)

All steel casing having a diameter larger than 20 inches shall have a wall thickness of at least 0.375 inch.

(3)

Steel casing installed in a well greater than a nominal diameter of ten inches, having a wall thickness of 0.250 inch and meeting or exceeding ASTM A-53 A or B specifications must not exceed the following depth limitations (Diameter — Maximum Depth, respectively):

(a)

12 inches — 500 feet;

(b)

14 — 16 inches — 250 feet;

(c)

18 — 20 inches — 100 feet.

(4)

Steel casings of other ASTM specifications shall not be used without written permission of the Director. A written request to use casing of other specifications shall be submitted to the Director. This request shall include a description of the casing specifications and the reason for its use.
[ED. NOTE: Tables & Publications referenced are available from the agency.]
[ED. NOTE: To view attachments referenced in rule text, click here to view rule.]

Source: Rule 690-210-0190 — Steel Casing, https://secure.­sos.­state.­or.­us/oard/view.­action?ruleNumber=690-210-0190.

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 690-210-0190’s source at or​.us