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Specific Water Well Detail |
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| Location Info | |||
| Owner: Thompson, J. Greer | Status: Constructed | ||
| Location: T27S, R32W, Sec. 20, NE NE SE | County: Haskell | ||
| Directions: from Garden City: 20 mi S, 2 mi E | |||
| Latitude: 37.6849452 | Longitude: -100.8351672 | Datum NAD 27 | |
| Latitude: 37.6849693 | Longitude: -100.8356076 | 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: 523 ft. | Elevation: ft. | |
| Static Water Level: 155 ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Jun-1976 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| 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: 400 ft to 523 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. | surface | |
| From: 2 ft. to 16 ft. | brown sandy clay | |
| From: 16 ft. to 23 ft. | sand | |
| From: 23 ft. to 30 ft. | sandy clay | |
| From: 30 ft. to 53 ft. | sand fine med | |
| From: 53 ft. to 60 ft. | brown clay | |
| From: 60 ft. to 162 ft. | sand and gravel, used lots of water, mud heavy | |
| From: 162 ft. to 180 ft. | sand and gravel, small to large brown clay and chert, rough and ragged | |
| From: 180 ft. to 200 ft. | sand fine med. coarse, small gravel, sts. of chert and very fine sandy clay sts., used lots of water, mud heavy | |
| From: 200 ft. to 210 ft. | brown clay and lime rock and sts. of gravel | |
| From: 210 ft. to 218 ft. | sand and gravel, small to large, and some cobblestone, rough and ragged, used lots of water, mud heavy | |
| From: 218 ft. to 240 ft. | brown clay and fine sand streaks | |
| From: 240 ft. to 270 ft. | blue clay and sts. of gyp (murky) | |
| From: 270 ft. to 319 ft. | sand fine med. coarse, small gravel and few small clay sts., loose, used lots of water | |
| From: 319 ft. to 325 ft. | brown clay and lime rock | |
| From: 325 ft. to 339 ft. | sand fine med. coarse, small gravel, few small clay sts. used water | |
| From: 339 ft. to 349 ft. | brown clay and lime rock | |
| From: 349 ft. to 358 ft. | sand fine med. coarse, med. small gravel, used lots of water | |
| From: 358 ft. to 367 ft. | brown clay and lime rock | |
| From: 367 ft. to 437 ft. | soapstone, yellow clay and sandstone | |
| From: 437 ft. to 470 ft. | blue shale and sandstone | |
| From: 470 ft. to 480 ft. | sandstone, lost circulation at 472 ft | |
| From: 480 ft. to 520 ft. | sand, sandstone, and sts. of brown rock, used lots of water, mud heavy | |
| From: 520 ft. to 540 ft. | blue shale | |