Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: MORR 52283 View Log Groundwater Site
Well Label: 116902
Start Card: 1024838
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use: INDUSTRIAL
Complete Date: 07/23/2015
Land Owner
Name: FRANK ILLE
Company: LOVES TRAVEL STOP & COUNTRY STORES LLC
Address: 10601 PENNSYLVANIA AVE

OKLAHOMA CITY, OK 73120
Location
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Latitude/Longitude
Latitude: 45.82529000
Longitude: -119.79571000
Horiz. Error: 18.00 ft.
Location
County: MORR
TRSQQ: WM4.00N24.00E15NESE
Tax Map:
Tax Lot: 134
Lot:
Block:
Subdivision:
Street of Well: 78665 TOWER RD, BOARDMAN
WM District: 5
Surface Elev: 326.22 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: 11/24/2014
Completed Date: 07/23/2015
Drill Method: Rotary Air , Rotary Mud
Depth of Completed Well: 945.00
Est. Depth Drilled: 945.00
Special Standards:
Seal Placed Method: C , D , OTHER - POURED CHIPS
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement: ft to 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)
116.000.0019.00
212.0019.00500.00
310.00496.00936.00
48.00905.00945.00
Seal
No data matches search criteria.
Abandonment Log
No data matches search criteria.
Casing/Liner
RowCasing/LinerDiameter (in)Above Land SurfaceFrom DepthTo (ft)GaugeMaterialWeldGlueThreadShoe
Inside
Shoe
Outside
Shoe
Other
Shoe
Location
1Casing12.00 1.00 18.50 .250 Steel  
2Casing10.00 1.00 496.00 .250 Steel  
3Casing8.00 2.00 905.00 .250 Steel  
Temporary Casing
No data matches search criteria.
Perforations
No data matches search criteria.
Screens
No data matches search criteria.
Well Test
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Well Test
Temperature: 76 F
Lab Analysis:
Lab Analysis Done By: Table Rock Analytic
Total Dissolved Solids: 231.00 ppm
Water Quality Concerns:
Well Test
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water: 89.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 39.00
Post-Static Water Level Date: 07/23/2015
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
112/3/201489.00105.00 1.0 
212/3/2014138.00153.00-2.005.01.000
31/5/2015338.00460.0050.00150.0 
42/9/2015465.00474.0075.00800.0 
53/9/2015517.00521.0075.001400.0 
63/20/2015520.00540.0076.001000.0 
73/26/2015546.00555.0075.002500.0 
84/14/2015587.00595.0075.001000.0 
95/8/2015618.00625.0090.005000.0 
106/18/2015929.00945.0039.005000.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.003.00SOIL, SAND, SMALL GRAVELS 
23.007.00SOFT WEATHERED BASALT 
37.0025.00SOLID BLACK BASALT 
425.0027.00BROWN BASALT 
527.0089.00BLACK BASALT 
689.00105.00BROWN SOFT BASALT 
7105.00113.00BLACK BASALT WITH GREEN CLAYSTONE 
8113.00138.00BROWN BASALT WITH BROWN CLAYSTONE 
9138.00153.00BROWN BASALT WITH GREEN CLAYSTONE 
10153.00240.00BLACK BASALT 
11240.00245.00BLACK BASALT WITH GREEN CLAYSTONE 
12245.00290.00BLACK BASALT 
13290.00305.00BLACK BASALT WITH GREY CLAYSTONE 
14305.00338.00GREEN CLAYSTONE WITH SOME BLACK BASALT 
15338.00460.00GREEN CLAYSTONE-CAVING AREA - DRILL STRING STUCK - HOLE FILLED FORM 150' TO BOTTOM - SWITCHED OVER TO MUD ROTARY DRILLING 
16460.00465.00GREEN, DARK BROWN, GREY CLAYSTON 
17465.00474.00BROKEN BLACK BASALT 
18474.00500.00BLACK BASALT 
19500.00517.00BLACK BASALT 
20517.00521.00BLACK SCORIA BASALT 
21521.00525.00BLACK BASALT WITH TRACE VISICULAR 
22525.00540.00BLACK BASALT WITH WHITE GRANITE?/VISICULAR 
23540.00546.00BROKEN BLACK BASALT WITH SOME VISICULAR 
24546.00555.00BROKEN BLACK BASALT WITH VISICULAR 
25555.00566.00BLACK BASALT 
26566.00583.00BLACK BASALT 
27583.00587.00BLACK BASALT VISICULAR, SOME BROWN BASALT 
28587.00595.00BLACK BASALT-BROKEN, HARD DRILLING 
29595.00613.00BLACK BASALT - VISICULAR 
30613.00618.00DRILL STRING FELL AND NO RETURNS 
31618.00625.00BROKEN BLACK VISICULAR BASALT WITH BLUE CLAYSTONE 
32625.00636.00BLACK BASALT, BLUE BASALT, DARK GREEN BASALT 
33636.00650.00BLACK BASALT WITH GREEN CLAYSTONE 
34650.00669.00GREEN CLAYSTONE / BLACK BASALT 
35669.00683.00GREEN CLAYSTONE - SOFT AND CAVING SOME 
36683.00690.00GREEN CLAYSTONE WITH BLACK BASALT 
37690.00697.00BLACK BASALT - HARD 
38697.00720.00GREEN CLAYSTONE AND BLACK BASALT 
39720.00760.00BLACK BASALT WITH GREEN CLAYSTONE 
40760.00773.00GREEN CLAYSTONE WITH BLACK BASALT 
41773.00779.00BLACK BASALT WITH BLUE AND GREEN CLAYSTONE, SOFT 
42779.00869.00GREEN CLAYSTONE WITH BLACK BASALT 
43869.00883.00BLACK BASALT WITH GREEN CLAYSTONE 
44883.00899.00BLACK BASALT WITH GREEN CLAYSTONE, HARD 
45899.00929.00BLACK BASALT WITH GREEN CLAYSTONE, HARD 
46929.00930.00BLACK BASALT WITH VISICULAR - WATER BEARING 
47930.00936.00BLACK AND BLUE VISICULAR BASALT 
48936.00945.00BROKEN BLACK VISICULAR BASALT, SOFT 
Well Constructor
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Bonded Driller Name: GARRY L ZOLLMAN
Bonded Driller Company: ZOLLMAN'S LARRY BURD WELL DRILLING LLC
Bonded Driller Number: 1881
Bonded Date Signed: 08/18/2015
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
Cement grout was pumped to seal off water bearing formations, then bore hole re-drilled to target casing depths. Method D used to seal 10 in casing and 8 in casing.
Documents
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TitleDocument TypeSourceDownload Image
MORR 52283WELL REPORTDRILLERImage