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Specific Water Well Detail |
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| Location Info | |||
| Owner: Smith, Russell | Status: Constructed | ||
| Location: T27S, R32W, Sec. 36, SE NE SW | County: Haskell | ||
| Directions: from Sublette: 3 mi E on Hwy 56, 7 mi N, 1 mi E, 3 mi N, 1885' N, 2690' W | |||
| Latitude: 37.6538683 | Longitude: -100.7713346 | Datum NAD 27 | |
| Latitude: 37.6538925 | Longitude: -100.7717725 | 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: 605 ft. | Elevation: ft. | |
| Static Water Level: 250 ft. | Est. Yield: gpm. | |
| Comp. Date: 07-Jun-1994 | Well Use: Irrigation | |
| DWR Applic. #: 15036 | 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 580 ft
Diam: 16 in. to 605 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: Wire wrapped | |
| Screen-perforated intervals | From: 330 ft to 350 ft
From: 355 ft to 365 ft From: 370 ft to 385 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 235 to 325 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 3 ft. | top soil | |
| From: 3 ft. to 12 ft. | brown clay | |
| From: 12 ft. to 16 ft. | brown sandy clay | |
| From: 16 ft. to 48 ft. | brown clay | |
| From: 48 ft. to 92 ft. | brown sandy clay | |
| From: 92 ft. to 184 ft. | fine to medium sand gravel | |
| From: 184 ft. to 192 ft. | yellow clay | |
| From: 192 ft. to 218 ft. | fine to medium sand gravel | |
| From: 218 ft. to 233 ft. | brown sandy clay | |
| From: 233 ft. to 279 ft. | blue clay | |
| From: 279 ft. to 312 ft. | fine to medium sand gravel - 10% clay | |
| From: 312 ft. to 327 ft. | blue clay | |
| From: 327 ft. to 348 ft. | fine to medium sand gravel | |
| From: 348 ft. to 357 ft. | brown sandy clay | |
| From: 357 ft. to 365 ft. | fine to medium sand gravel | |
| From: 365 ft. to 374 ft. | brown sandy clay | |
| From: 374 ft. to 382 ft. | fine to medium sand gravel | |
| From: 382 ft. to 399 ft. | brown sandy clay | |
| From: 399 ft. to 438 ft. | fine to medium sand gravel | |
| From: 438 ft. to 518 ft. | brown sandy clay white rock mixed | |
| From: 518 ft. to 540 ft. | yellow clay - 50% sandstone | |
| From: 540 ft. to 572 ft. | yellow gray clay - 15% sandstone - brown rock mixed - tight | |
| From: 572 ft. to 620 ft. | shale | |