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Specific Water Well Detail |
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| Location Info | |||
| Owner: Brown, Paul and Rex | Status: Constructed | ||
| Location: T29S, R32W, Sec. 28, NE SE SW | County: Haskell | ||
| Directions: from Sublette: .5 mi E, .5 mi N | |||
| Latitude: 37.492148 | Longitude: -100.8263455 | Datum NAD 27 | |
| Latitude: 37.4921726 | Longitude: -100.8267854 | 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: 670 ft. | Elevation: ft. | |
| Static Water Level: 267 ft. | Est. Yield: 1700 gpm. | |
| Comp. Date: 07-Aug-1979 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. Inc. | License #: 145 | |
| 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:
Casing Joints: |
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 390 ft to 670 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| 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 20 ft. | brown clay | |
| From: 20 ft. to 67 ft. | brown clay and caliche | |
| From: 67 ft. to 93 ft. | sand and gravel | |
| From: 93 ft. to 105 ft. | brown clay and caliche | |
| From: 105 ft. to 164 ft. | sand and gravel, ragged, used lots of water | |
| From: 164 ft. to 174 ft. | brown clay | |
| From: 174 ft. to 186 ft. | sand fine medium coarse small gravel | |
| From: 186 ft. to 200 ft. | brown clay - sticky | |
| From: 200 ft. to 215 ft. | brown clay and small sand st. | |
| From: 215 ft. to 237 ft. | blue clay - murky, sticky | |
| From: 237 ft. to 252 ft. | sand fine medium coarse and small gravel | |
| From: 252 ft. to 278 ft. | blue clay and very small sand st. | |
| From: 278 ft. to 290 ft. | sand fine med. coarse and small gravel | |
| From: 290 ft. to 300 ft. | blue clay - murky | |
| From: 313 ft. to 357 ft. | sand fine medium coarse and small gravel, loose, used water | |
| From: 357 ft. to 364 ft. | lime rock and cemented sand | |
| From: 364 ft. to 370 ft. | brown clay and lime rock | |
| From: 370 ft. to 385 ft. | sand fine medium coarse and small gravel, firm to loose | |
| From: 385 ft. to 400 ft. | brown clay, lime rock and sand and gravel | |
| From: 400 ft. to 420 ft. | sand fine med. coarse small gravel and small clay and lime rock st. used water | |
| From: 420 ft. to 440 ft. | brown clay, lime rock and sand st. | |
| From: 440 ft. to 470 ft. | brown clay, lime rock and med. coarse sand, firm to loose, took some water | |
| From: 470 ft. to 480 ft. | brown clay, yellow clay and lime rock | |
| From: 480 ft. to 493 ft. | brown and yellow clay - sticky false red bed at 490 feet | |
| From: 493 ft. to 560 ft. | blue clay sticky | |
| From: 560 ft. to 595 ft. | blue shale soapstone and brown and white sandstone, hard in places, used water | |
| From: 595 ft. to 620 ft. | blue shale and very small st. of sandstone | |
| From: 620 ft. to 667 ft. | white sandstone and shale, used lots of water | |
| From: 667 ft. to 672 ft. | green shale - very hard | |
| From: 672 ft. to 680 ft. | red shale | |