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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nichols, Manford | Status: Constructed | ||
| Location: T27S, R32W, Sec. 13, SE SW SW | County: Haskell | ||
| Directions: from N Sublette: 1.5 mi W, 13 mi N, 6 mi E, 1 mi N, 4365' W, 195' N | |||
| Latitude: 37.6938277 | Longitude: -100.7757909 | Datum NAD 27 | |
| Latitude: 37.6938518 | Longitude: -100.7762291 | 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: 490 ft. | Elevation: ft. | |
| Static Water Level: 187 ft. | Est. Yield: gpm. | |
| Comp. Date: 23-Nov-1994 | Well Use: Irrigation | |
| DWR Applic. #: 3652 and 33974 | 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 490 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 25 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: SE | Distance: 999 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 5 ft. | brown clay | |
| From: 5 ft. to 18 ft. | gray clay | |
| From: 18 ft. to 25 ft. | fine sand loose | |
| From: 25 ft. to 50 ft. | brown sandy clay | |
| From: 50 ft. to 96 ft. | fine to medium sand and gravel | |
| From: 96 ft. to 102 ft. | brown sandy clay | |
| From: 102 ft. to 138 ft. | fine to medium sand gravel | |
| From: 138 ft. to 162 ft. | fine to medium sand and gravel 10% clay | |
| From: 162 ft. to 170 ft. | brown clay | |
| From: 170 ft. to 249 ft. | blue clay | |
| From: 249 ft. to 255 ft. | fine to medium sand | |
| From: 255 ft. to 267 ft. | brown sandy clay | |
| From: 267 ft. to 334 ft. | fine to medium sand and gravel | |
| From: 334 ft. to 355 ft. | fine to medium sand and gravel 10% clay tight | |
| From: 355 ft. to 368 ft. | brown sandy clay | |
| From: 368 ft. to 374 ft. | fine to medium sand and gravel | |
| From: 374 ft. to 410 ft. | brown sandy clay white rock | |
| From: 410 ft. to 417 ft. | brown clay | |
| From: 417 ft. to 425 ft. | brown clay small strip of sand | |
| From: 425 ft. to 459 ft. | brown clay | |
| From: 459 ft. to 485 ft. | brown clay brown rock mixed | |
| From: 485 ft. to 500 ft. | yellow clay | |
| From: 500 ft. to 544 ft. | brown yellow clay 100 pull down | |
| From: 544 ft. to 572 ft. | brown yellow clay 10% sandstone pull down 100 | |
| From: 572 ft. to 620 ft. | shale hard 400 pull down | |