Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: MORR 52764 View Log Groundwater Site
Well Label: 149371
Start Card: 1058470
Original Report:
Owner Well Nbr: WELL 6
Company Job Nbr:
Primary Use: INDUSTRIAL
Complete Date: 12/10/2022
Land Owner
Name:
Company: PORT OF MORROW
Address: 2 MARINE DRIVE

BOARDMAN, OR 97818
Location
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Latitude/Longitude
Latitude: 45.85246700
Longitude: -119.66467400
Horiz. Error: 99.00 ft.
Location
County: MORR
TRSQQ: WM4.00N25.00E2SWSW
Tax Map:
Tax Lot: 100
Lot:
Block:
Subdivision:
Street of Well: 71449 RAIL LOOP DRIVE
WM District: 5
Surface Elev: 288.88 FT
Well Report Mapping Tool
Tax Lots

Note: Tax lot overlay available only for a few counties.

Well Construction
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Construction
Start Date: 09/20/2022
Completed Date: 12/10/2022
Drill Method: Rotary Air , Reverse Rotary
Depth of Completed Well: 702.00
Est. Depth Drilled: 704.00
Special Standards:
Seal Placed Method: B , C , OTHER - BENT CHIPS/GRAVEL
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement: 251.00 ft to 315.00 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)
120.000.0048.00
219.0048.00251.00
319.00251.00410.00
419.00410.00467.00
515.00467.00704.00
Seal
No data matches search criteria.
Abandonment Log
No data matches search criteria.
Casing/Liner
RowCasing/LinerDiameter (in)From (ft)To (ft)GaugeMaterialWeldGlueThreadShoe
Inside
Shoe
Outside
Shoe
Other
Shoe
Location
1Casing16.00-2.00467.00.375ST 702.00
2Liner12.00454.00477.00.375ST  
3Liner12.00517.00532.00.375ST  
4Liner12.00562.00587.00.375ST  
5Liner12.00602.00682.00.375ST  
6Liner12.00697.00702.00.375ST  
Temporary Casing
Perforations
No data matches search criteria.
Screens
RowTypeMaterialCasing/LinerDiameter (in)GaugeFrom (ft)To (ft)Screen SizeSlot SizeNbr of SlotsTelescope/
Pipe size
1V-WIRE304 STAINLESS STEELLiner12.00 477.00517.000.125   
2V-WIRE304 STAINLESS STEELLiner12.00 532.00562.000.080   
3V-WIRE304 STAINLESS STEELLiner12.00 587.00602.000.125   
4V-WIRE304 STAINLESS STEELLiner12.00 682.00697.000.125   
Well Test
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Well Test
Temperature: 70 F
Lab Analysis:
Lab Analysis Done By: client
Total Dissolved Solids: 200.00 mg/L
Water Quality Concerns:
Well Test
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water: 30.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 274.00
Post-Static Water Level Date: 12/10/2022
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
19/22/202230.0048.0020.0050.0 
29/29/202295.00235.00125.60100.0 
310/3/2022304.00462.00279.00200.0 
410/15/2022510.00700.00281.001000.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.0015.00SAND AND GRAVEL MED 
215.0034.00SAND MED (HIT WATER AT 30 FEET) 
334.0048.00SAND FINE AND GRAVELS UP TO 3" 
448.0095.00BASALT BLACK 
595.00115.00BASALT WEATHERED WITH BROWN CLAYSTONE SOME QUARTZ AND SAND 
6115.00117.00BROWN CLAY WITH SOME PUMICE 
7117.00137.00BLUE CLAY 
8137.00147.00WEATHERED BASALT AND PUMICE 
9147.00150.00CINDERS RED AND BLUE 
10150.00160.00WEATHERED BASALT 
11160.00172.00BASALT BLACK 
12172.00180.00BASALT FRACTURED/LOOSE 
13180.00212.00BASALT BLACK FRACTURED 
14212.00225.00BASALT BLACK HARD 
15225.00226.00BASALT FRACTURED 
16226.00235.00BASALT BLACK 
17235.00257.00BASALT FRACTURED 
18257.00304.00BASALT BLACK MED 
19304.00355.00CLAYSTONE GREEN 
20355.00382.00GREEN CLAY WITH WEATHERED BASATL 
21382.00395.00BASALT WEATHERED VESICULAR 
22395.00412.00BASALT SOFT 
23412.00420.00CLAYSTONE GREEN WITH BASALT 
24420.00448.00BASALT FRACTURED AND SOME WEATHERING 
25448.00465.00CLAYSTONE GREEN WITH BASALT MOSTLY BASALT AT 462 
26465.00510.00BASALT WITH CLAYSTONE FILLED FRACTURED 
27510.00515.00BASALT BROWN VESICULAR 
28515.00524.00BASALT FRACTURED 
29524.00540.00BASALT FRACTURED WITH GREEN CLAYSTONE 
30540.00555.00SAME AS ABOVE WITH MORE GRAY AND BLUE CLAYSTONE 
31555.00565.00BLUE CLAY WITH SOME BASALT 
32565.00580.00BLUE CLAY WITH FINE SAND 
33580.00593.00BLUE CLAY WITH FINE SAND SOME ROCK PRESENT 
34593.00610.00BASALT DARK GRAY MEDIUM WITH MINIMAL BLUE CLAY 
35610.00650.00BASALT DARK GRAY HARD WITH MINIMAL BLUE CLAY 
36650.00670.00BLUE CLAY WITH BASALT AND FINE TO COURSE SANDS AT 650 SAMPLE ONLY 
37670.00701.00BASALT DARK GRAY HARD WITH BLUE CLAY PRESENT 
38701.00704.00LIGHT BROWNISH GRAY CLAY VERY SOFT 
Well Constructor
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Bonded Driller Name: ROBERT STADELI
Bonded Driller Company: HOLT SERVICES INC
Bonded Driller Number: 1523
Bonded Date Signed: 01/10/2022
Unbonded Name: SANDY,DAVID
Unbonded Company: HOLT SERVICES INC
Unbonded Number: 2040
Unbonded Date Signed: 01/10/2022
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
formation slough from 410 to 434 in 19 x 16 annulus. See diagram in attached special standards for best detail of seal and backfill placement. Additional pea gravel backfill placed below sump from 704 to 702
Documents
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TitleDocument TypeSourceDownload Image
MORR 52764EXEMPT USE MAPDRILLERImage
ARCHIVE DOCUMENTSPECIAL STANDARD FINAL ORDERARCHIVEImage
MORR 52764WELL REPORTDRILLERImage