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Specific Water Well Detail |
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| Location Info | |||
| Owner: Pickens, Carl H. | Status: Constructed | ||
| Location: T29S, R34W, Sec. 15, SW NE NW | County: Haskell | ||
| Directions: from Hwy 56 in W Satanta: 6.75 mi N, 1.75 mi W, .13 mi S | |||
| Latitude: 37.5302528 | Longitude: -101.0290419 | Datum NAD 27 | |
| Latitude: 37.5302773 | Longitude: -101.0294881 | 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: 545 ft. | Elevation: ft. | |
| Static Water Level: 318 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Jan-1988 | Well Use: Irrigation | |
| DWR Applic. #: 6227 A and 11394 | 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 360 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: 360 ft to 545 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: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 48 ft. | brown clay | |
| From: 48 ft. to 66 ft. | fine to medium sand - streak of coarse gravel - loose | |
| From: 66 ft. to 95 ft. | fine to medium sand and gravel - 15% clay | |
| From: 95 ft. to 127 ft. | medium to coarse gravel - loose | |
| From: 127 ft. to 147 ft. | brown clay | |
| From: 147 ft. to 189 ft. | fine to medium sand and gravel | |
| From: 189 ft. to 198 ft. | brown clay | |
| From: 198 ft. to 222 ft. | fine to medium sand and gravel | |
| From: 222 ft. to 244 ft. | brown clay | |
| From: 244 ft. to 271 ft. | brown clay - small streak of sand | |
| From: 271 ft. to 275 ft. | fine to medium sand and gravel | |
| From: 275 ft. to 305 ft. | brown clay | |
| From: 305 ft. to 342 ft. | blue clay - sticky | |
| From: 342 ft. to 379 ft. | fine to medium sand and gravel - loose | |
| From: 379 ft. to 382 ft. | brown clay | |
| From: 382 ft. to 390 ft. | fine to medium sand and gravel | |
| From: 390 ft. to 396 ft. | brown clay | |
| From: 396 ft. to 402 ft. | fine to medium sand and gravel | |
| From: 402 ft. to 425 ft. | brown clay | |
| From: 425 ft. to 437 ft. | brown clay and white rock mixed | |
| From: 437 ft. to 471 ft. | brown sandy clay | |
| From: 471 ft. to 522 ft. | fine to medium sand gravel yellow brown rock mixed - tight | |
| From: 522 ft. to 534 ft. | yellow clay | |
| From: 534 ft. to 540 ft. | yellow clay | |
| From: 540 ft. to 544 ft. | shale | |