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Specific Water Well Detail |
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| Location Info | |||
| Owner: Hall, Ed | Status: Constructed | ||
| Location: T30S, R32W, Sec. 16, NW NW NW | County: Haskell | ||
| Directions: from Sublette: .5 mi E, 2.25 mi S | |||
| Latitude: 37.4449174 | Longitude: -100.8329689 | Datum NAD 27 | |
| Latitude: 37.4449412 | Longitude: -100.8334083 | 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: 638 ft. | Elevation: ft. | |
| Static Water Level: 265 ft. | Est. Yield: gpm. | |
| Comp. Date: 08-May-1981 | Well Use: Irrigation | |
| DWR Applic. #: 3184 | 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: 320 ft to 638 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 58 ft. | brown sandy clay and white clay few caliche few fine sand streaks | |
| From: 58 ft. to 122 ft. | sand - fine to med coarse sandy clay streaks | |
| From: 122 ft. to 128 ft. | brown sandy clay | |
| From: 128 ft. to 136 ft. | sand - fine to med coarse small to large gravel | |
| From: 136 ft. to 145 ft. | brown and brown sandy clay | |
| From: 145 ft. to 175 ft. | sand fine to med coarse small to med very few large cemented ledge | |
| From: 175 ft. to 190 ft. | brown clay red clay streaks sticky | |
| From: 190 ft. to 247 ft. | blue clay | |
| From: 247 ft. to 257 ft. | brown clay | |
| From: 257 ft. to 274 ft. | sand - fine to med coarse med small gravel | |
| From: 274 ft. to 290 ft. | brown clay sticky few small sand streaks | |
| From: 290 ft. to 300 ft. | sand - fine to med coarse med small gravel clay streaks | |
| From: 300 ft. to 312 ft. | sand - fine to med coarse small and few med gravel uses water | |
| From: 312 ft. to 316 ft. | brown and hard blue clay | |
| From: 316 ft. to 350 ft. | sand - fine to med coarse small to med gravel uses water | |
| From: 350 ft. to 371 ft. | sand - fine to med coarse small to med gravel uses water few hard blue and brown clay streaks | |
| From: 371 ft. to 376 ft. | brown and hard blue clay, limerock | |
| From: 376 ft. to 381 ft. | sand - fine to med coarse small to med gravel | |
| From: 381 ft. to 402 ft. | brown sandy clay and sand - fine to med coarse and limerock few hard blue clay streaks | |
| From: 402 ft. to 406 ft. | sand - fine to med coarse small gravel | |
| From: 406 ft. to 420 ft. | brown sandy clay firm | |
| From: 420 ft. to 446 ft. | brown sandy clay and broken white rock rough in places | |
| From: 446 ft. to 465 ft. | yellow and brown soapstone few brown rock and sandstone few hard | |
| From: 465 ft. to 490 ft. | gray and blue soapstone RM and very sticky | |
| From: 490 ft. to 583 ft. | blue shale very few Dakota stks few limestone ledges | |
| From: 583 ft. to 636 ft. | Dakota (lost circulation), few soapstone streaks | |
| From: 636 ft. to 638 ft. | green soapstone | |
| From: 638 ft. to 640 ft. | red bed | |