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Specific Water Well Detail |
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| Location Info | |||
| Owner: Wright, Harry and Steven | Status: Constructed | ||
| Location: T30S, R33W, Sec. 11, NW NW SW | County: Haskell | ||
| Directions: from Sublette: 2 mi W, .75 mi S | |||
| Latitude: 37.4521307 | Longitude: -100.9057886 | Datum NAD 27 | |
| Latitude: 37.452155 | Longitude: -100.9062307 | 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: 385 ft. | Elevation: ft. | |
| Static Water Level: 236 ft. | Est. Yield: 1600 gpm. | |
| Comp. Date: 04-Apr-1975 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| 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: 255 ft to 275 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 2 ft. | top soil | |
| From: 2 ft. to 40 ft. | sandy brown clay and caliche | |
| From: 40 ft. to 65 ft. | sand fine med. and sandy clay | |
| From: 65 ft. to 85 ft. | sand and gravel | |
| From: 85 ft. to 140 ft. | brown sandy clay and caliche | |
| From: 140 ft. to 220 ft. | sand fine medium coarse, med., small and small gravel. Very fine clay st. | |
| From: 220 ft. to 230 ft. | brown clay | |
| From: 230 ft. to 325 ft. | sand fine medium coarse, small coarse and small gravel. Loose. Used lots of water. Good | |
| From: 325 ft. to 326 ft. | limestone, hard and pulldown used | |
| From: 326 ft. to 361 ft. | sand fine, med., coarse, small, coarse and small gravel. Loose. Used lots of water. Very good | |
| From: 361 ft. to 370 ft. | sand, med. coarse, few, small gravel and clay st. fairly loose. Took water | |
| From: 370 ft. to 380 ft. | sand, fine med. coarse, small coarse and small gravel. Loose. Used water | |
| From: 380 ft. to 400 ft. | clay and limerock. Firm | |
| From: 400 ft. to 420 ft. | brown clay and very hard stringers | |
| From: 420 ft. to 500 ft. | blue clay, sticky. Murky | |