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Specific Water Well Detail |
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| Location Info | |||
| Owner: Julian, Milton E. | Status: Constructed | ||
| Location: T30S, R39W, Sec. 2, NW NW NE | County: Stanton | ||
| Directions: from the SW corner of Big Bow, 7 mi S, 1 mi E, 4980 feet N, and 2605 feet W | |||
| Latitude: 37.4744273 | Longitude: -101.5516582 | Datum NAD 27 | |
| Latitude: 37.474448 | Longitude: -101.5521035 | 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: 465 ft. | Elevation: ft. | |
| Static Water Level: 220 ft. | Est. Yield: gpm. | |
| Comp. Date: 19-Oct-1994 | Well Use: Irrigation | |
| DWR Applic. #: 3554 | 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 260 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: 260 ft to 465 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: N | Distance: 200 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 53 ft. | brown clay | |
| From: 53 ft. to 89 ft. | brown clay cemented sandstone mixed tight | |
| From: 89 ft. to 106 ft. | fine to medium sand and gravel | |
| From: 106 ft. to 138 ft. | brown clay | |
| From: 138 ft. to 147 ft. | fine to medium sand and gravel | |
| From: 147 ft. to 188 ft. | brown clay | |
| From: 188 ft. to 193 ft. | fine to medium sand | |
| From: 193 ft. to 259 ft. | brown clay | |
| From: 259 ft. to 277 ft. | fine to medium sand 10% clay | |
| From: 277 ft. to 293 ft. | fine to medium sand and gravel 10% clay | |
| From: 293 ft. to 312 ft. | brown clay | |
| From: 312 ft. to 333 ft. | fine to medium sand 10% clay | |
| From: 333 ft. to 345 ft. | fine to medium sand | |
| From: 345 ft. to 399 ft. | fine to medium sand and gravel small strip clay | |
| From: 399 ft. to 412 ft. | brown clay | |
| From: 412 ft. to 423 ft. | fine to medium sand and gravel brown rock mixed hard | |
| From: 423 ft. to 440 ft. | brown clay tight | |
| From: 440 ft. to 455 ft. | fine to medium sand and gravel tight | |
| From: 455 ft. to 551 ft. | yellow clay hard pull down | |
| From: 551 ft. to 560 ft. | red bed hard pull down | |