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Specific Water Well Detail |
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| Location Info | |||
| Owner: Watson, Steve | Status: Constructed | ||
| Location: T30S, R32W, Sec. 22, NW NW NW | County: Haskell | ||
| Directions: from Sublette: 4 mi S, 2 mi E | |||
| Latitude: 37.4302967 | Longitude: -100.8146935 | Datum NAD 27 | |
| Latitude: 37.4303203 | Longitude: -100.8151322 | 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: 630 ft. | Elevation: ft. | |
| Static Water Level: 262 ft. | Est. Yield: 1100 gpm. | |
| Comp. Date: 11-Mar-1986 | Well Use: Irrigation | |
| DWR Applic. #: 5425 and 16216 | 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 388 ft after 4 hours pumping 1037 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 630 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: Continuous slot | |
| Screen-perforated intervals | From: 311 ft to 471 ft
From: 537 ft to 627 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| 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 112 ft. | brown sandy clay, caliche and fine sand streaks | |
| From: 112 ft. to 270 ft. | sand fine to medium small to medium gravel very few clay streaks | |
| From: 270 ft. to 281 ft. | brown sandy clay | |
| From: 281 ft. to 310 ft. | sand fine to medium coarse small to medium gravel very few clay streaks | |
| From: 310 ft. to 320 ft. | sand fine to medium coarse small gravel and brown sandy clay | |
| From: 320 ft. to 334 ft. | sand fine to medium coarse small gravel | |
| From: 334 ft. to 342 ft. | brown sandy clay | |
| From: 342 ft. to 350 ft. | sand fine to medium few coarse and clay streaks | |
| From: 350 ft. to 353 ft. | brown sandy clay | |
| From: 353 ft. to 380 ft. | sand fine to medium coarse small gravel and few clay streaks | |
| From: 380 ft. to 384 ft. | brown sandy clay | |
| From: 384 ft. to 392 ft. | sand fine to medium coarse few small gravel and clay streaks | |
| From: 392 ft. to 412 ft. | sand fine to medium coarse small gravel | |
| From: 412 ft. to 425 ft. | limerock, sandy clay and sand streaks drills loose in places | |
| From: 425 ft. to 434 ft. | sand fine to medium coarse | |
| From: 434 ft. to 471 ft. | brown sandy clay and sand fine small | |
| From: 471 ft. to 488 ft. | soapstone yellow and gray and few sandstone streaks | |
| From: 488 ft. to 538 ft. | weathered shale brown clay sluffing | |
| From: 538 ft. to 628 ft. | Dakota and soapstone mixed bran and mud drills loose in places | |
| From: 628 ft. to 629 ft. | green limestone | |
| From: 629 ft. to 635 ft. | red bed | |