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Specific Water Well Detail |
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| Location Info | |||
| Owner: Morris, Harry | Status: Constructed | ||
| Location: T28S, R38W, Sec. 20, W2 W2 NE | County: Grant | ||
| Directions: from N Ulysses: 7 mi W, 3930 feet N and 1800 feet W | |||
| Latitude: 37.6020965 | Longitude: -101.4975306 | Datum NAD 27 | |
| Latitude: 37.6021151 | Longitude: -101.4979778 | 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: 550 ft. | Elevation: ft. | |
| Static Water Level: 258 ft. | Est. Yield: gpm. | |
| Comp. Date: 27-Dec-1994 | Well Use: Irrigation | |
| DWR Applic. #: 131, 972,3317, 12737 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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: Steel
Casing Joints: |
Diam: 16 in. to 280 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: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 280 ft to 550 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: NW | Distance: 290 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | Top soil | |
| From: 2 ft. to 8 ft. | Brown clay | |
| From: 8 ft. to 15 ft. | Brown sandy clay | |
| From: 15 ft. to 27 ft. | Fine sand | |
| From: 27 ft. to 54 ft. | Brown clay | |
| From: 54 ft. to 201 ft. | Brown sandy clay | |
| From: 201 ft. to 252 ft. | Brown sandy clay white rock mixed | |
| From: 252 ft. to 282 ft. | Fine to medium sand and gravel | |
| From: 282 ft. to 318 ft. | Brown sandy clay | |
| From: 318 ft. to 330 ft. | Fine to medium sand | |
| From: 330 ft. to 364 ft. | Brown sandy clay | |
| From: 364 ft. to 375 ft. | Fine to medium sand and gravel | |
| From: 375 ft. to 385 ft. | Brown yellow clay | |
| From: 385 ft. to 420 ft. | Shale | |
| From: 420 ft. to 478 ft. | Shale - hard pull down | |
| From: 478 ft. to 488 ft. | Shale - 20% sandstone | |
| From: 488 ft. to 515 ft. | Sand stone - tight | |
| From: 515 ft. to 531 ft. | Sand stone | |
| From: 531 ft. to 543 ft. | Shale - sandstone - tight | |
| From: 543 ft. to 570 ft. | Shale - hard pull down | |