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Specific Water Well Detail |
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| Location Info | |||
| Owner: Unruh, Ronald D. | Status: Constructed | ||
| Location: T27S, R31W, Sec. 8, SW NE SE | County: Haskell | ||
| Directions: From E side of Sublette: 6.25 mi NE on Hwy 56, 13 mi N, 1380' N, 1150' W | |||
| Latitude: 37.7118931 | Longitude: -100.7282753 | Datum NAD 27 | |
| Latitude: 37.7119171 | Longitude: -100.7287116 | 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: 365 ft. | Elevation: ft. | |
| Static Water Level: 169.5 ft. | Est. Yield: gpm. | |
| Comp. Date: 07-Nov-1994 | Well Use: Irrigation | |
| DWR Applic. #: 7101 and 23457 | 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 365 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 21 ft. | brown clay | |
| From: 21 ft. to 37 ft. | fine sand | |
| From: 37 ft. to 134 ft. | fine to medium sand gravel | |
| From: 134 ft. to 144 ft. | yellow brown clay mixed | |
| From: 144 ft. to 160 ft. | brown clay gravel streak | |
| From: 160 ft. to 202 ft. | blue clay | |
| From: 202 ft. to 207 ft. | fine to medium sand gravel | |
| From: 207 ft. to 209 ft. | cemented sandstone hard pull down 300 | |
| From: 209 ft. to 219 ft. | blue clay | |
| From: 219 ft. to 223 ft. | blue clay hard pull down 200 | |
| From: 223 ft. to 230 ft. | fine to medium sand | |
| From: 230 ft. to 253 ft. | brown clay sticky | |
| From: 253 ft. to 307 ft. | fine to medium sand gravel tight | |
| From: 307 ft. to 314 ft. | brown clay | |
| From: 314 ft. to 322 ft. | fine to medium sand gravel | |
| From: 322 ft. to 343 ft. | brown clay small gravel strip | |
| From: 343 ft. to 353 ft. | fine to medium sand gravel | |
| From: 353 ft. to 370 ft. | brown clay white rock mixed | |
| From: 370 ft. to 400 ft. | brown clay | |
| From: 400 ft. to 414 ft. | brown clay hard pull down 500 | |
| From: 414 ft. to 417 ft. | yellow clay | |
| From: 417 ft. to 425 ft. | shale | |