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Specific Water Well Detail |
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| Location Info | |||
| Owner: Stevenson, Dale | Status: Constructed | ||
| Location: T28S, R37W, Sec. 5, SE NW NW | County: Grant | ||
| Directions: from Ulysses: 3.25 mi N, 2 mi W | |||
| Latitude: 37.6464322 | Longitude: -101.3965368 | Datum NAD 27 | |
| Latitude: 37.6464508 | Longitude: -101.3969849 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 584 ft. | Elevation: ft. | |
| Static Water Level: 190 ft. | Est. Yield: 858 gpm. | |
| Comp. Date: 27-Jan-1976 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. Inc. | License #: 145 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 0 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: 240 ft to 250 ft
From: 260 ft to 270 ft From: 340 ft to 380 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | Top soil | |
| From: 2 ft. to 60 ft. | Clay and few sand st. | |
| From: 60 ft. to 67 ft. | Sand fine and clay st. | |
| From: 67 ft. to 180 ft. | Brown clay and few fine sand st. | |
| From: 180 ft. to 200 ft. | Blue clay | |
| From: 200 ft. to 220 ft. | Brown sandy clay | |
| From: 220 ft. to 238 ft. | Brown sandy clay; limerock ledges | |
| From: 238 ft. to 250 ft. | Sand fine to med coarse, small to med gravel, cemented. | |
| From: 250 ft. to 260 ft. | Brown sandy clay and limerock ledges | |
| From: 260 ft. to 270 ft. | Sand fine to med coarse, small gravel | |
| From: 270 ft. to 326 ft. | Brown sandy clay, few limerock ledges and fine sand st | |
| From: 326 ft. to 340 ft. | Soapstone and sandstone | |
| From: 340 ft. to 376 ft. | Sandstone, mixed up a lot of mud and bran, used lots of water | |
| From: 376 ft. to 380 ft. | Soapstone | |
| From: 380 ft. to 417 ft. | Weathered shale, hard ledges | |
| From: 417 ft. to 430 ft. | Shale and Dakota, lost circulation at 426 feet | |