Well Information
(Click to Collapse...)
 
Identification
Type of Report: Water Well
Type of Work: DEEPENING
Well Report: MORR 52735 View Log Groundwater Site
Well Label: 134388
Start Card: 1056329
Original Report: MORR 52683 View Original Log
Owner Well Nbr: AIRPORT WELL 3
Company Job Nbr:
Primary Use: INDUSTRIAL
Complete Date: 09/13/2022
Land Owner
Name:
Company: PORT OF MORROW
Address: 2 MARINE DR

BOARDMAN, OR 97818
Location
(Click to Collapse...)
 
Latitude/Longitude
Latitude: 45.81532500
Longitude: -119.81208200
Horiz. Error: 99.00 ft.
Location
County: MORR
TRSQQ: WM4.00N24.00E21SENE
Tax Map:
Tax Lot: 131
Lot:
Block:
Subdivision:
Street of Well: AT THE JUNCTION OF BOARDMAN AIRPORT LANE AND BOARDMAN AIRPORT
WM District: 5
Surface Elev: 371.39 FT
Well Report Mapping Tool
Tax Lots

Note: Tax lot overlay available only for a few counties.
Well Construction
(Click to Collapse...)
 
Construction
Start Date: 04/23/2022
Completed Date: 09/13/2022
Drill Method: Rotary Air
Depth of Completed Well: 1570.00
Est. Depth Drilled: 1632.00
Special Standards:
Seal Placed Method:
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement: 1230.00 ft to 1302.00 ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:
Filter Pack
Filter Pack:
Filter Pack Material:
Filter Pack Size:
Bore Hole
RowDiameter (in)From (ft)To (ft)
19.881302.001570.00
Seal
No data matches search criteria.
Abandonment Log
No data matches search criteria.
Casing/Liner
Temporary Casing
Perforations
No data matches search criteria.
Screens
No data matches search criteria.
Well Test
(Click to Expand...)
 
Well Test
Temperature: 75 F
Lab Analysis:
Lab Analysis Done By: GSI Water Solutions
Total Dissolved Solids: 540.00 mg/L
Water Quality Concerns:
Well Test
Analysis
No data matches search criteria.
Static Water Level
(Click to Expand...)
 
Static Water Level
Depth First Water: 1321.00
Pre-Static Water Level: 80.00
Pre-Static Water Level Date: 01/05/2022
Post-Static Water Level: 81.90
Post-Static Water Level Date: 11/22/2022
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
16/20/20221321.001324.0077.6150.0 
26/20/20221460.001475.0077.6150.0 
Lithology
(Click to Expand...)
 
Material
RowFromToMaterialStatic Water Level
11302.001321.00BASALT HARD BLACK 
21321.001324.00FRACTURED BASALT WB 
31324.001342.00BASALT BLACK HARD 
41342.001350.00BASALT DARK GRAY FRACTURED 
51350.001362.00BASALT HARD BLACK 
61362.001420.00BASALT HARD BLACK 
71420.001427.00BASALT BLACK FRACTURED 
81427.001460.00BASALT HARD BLACK 
91460.001465.00BASALT FRACTURED WB 
101475.001482.00BASALT HARD BLACK 
111482.001503.00BLACK FRACTURED WITH BROWN AND RED OXIDATION 
121543.001550.00BASALT HARD BLACK 
131560.001567.00BASALT MEDIUM BLACK 
141567.001617.00MEDIUM SOFT WEATHERED BASALT BLUEISH GREEN 
151617.001632.00BASALT BLACK MEDIUM/HARD 
Well Constructor
(Click to Expand...)
 
Bonded Driller Name: ROBERT STADELI
Bonded Driller Company: HOLT SERVICES INC
Bonded Driller Number: 1523
Bonded Date Signed: 10/31/2022
Unbonded Name: SANDY,DAVID
Unbonded Company: HOLT SERVICES INC
Unbonded Number: 2040
Unbonded Date Signed: 10/31/2022
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
(Click to Expand...)
 
Comments
10" casing was installed from 1302 to ground surface initially prior to deepening. Upon completion it was then cut off and removed from 1219 feet BGS leaving 83 feet of casing. Cement was placed around the 10" casing and previous 14-3/4" hole from 1230' to 1302' prior to drilling to isolate new construction from previous construction. Final construction has both zones combined. Pump test shown was performed in the isolated 10" borehole only
Borehole backfilled with cement from 1632 to 1570, 26 sacks of cement.
Documents
(Click to Expand...)
 
TitleDocument TypeSourceDownload Image
ARCHIVE DOCUMENTOTHERARCHIVEImage
MORR 52735WELL REPORTDRILLERImage