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Specific Water Well Detail |
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| Location Info | |||
| Owner: Squire, R. K. | Status: Constructed | ||
| Location: T28S, R38W, Sec. 22, N2 NW | County: Grant | ||
| Directions: from Ulysses: 5.75 mi W, 1.75 mi N | |||
| Latitude: 37.603722 | Longitude: -101.4663859 | Datum NAD 27 | |
| Latitude: 37.6037409 | Longitude: -101.4668332 | 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: 555 ft. | Elevation: ft. | |
| Static Water Level: 285 ft. | Est. Yield: 983 gpm. | |
| Comp. Date: 21-Jul-1975 | 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: 440 ft to 555 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 60 ft. | Clay caliche, and few sand st. | |
| From: 60 ft. to 70 ft. | Sand, fine small | |
| From: 70 ft. to 80 ft. | Brown sandy clay and fine sand st. | |
| From: 80 ft. to 117 ft. | Sand, fine small and few clay st. | |
| From: 117 ft. to 160 ft. | Brown sandy clay and fine sand | |
| From: 160 ft. to 177 ft. | Brown clay | |
| From: 177 ft. to 200 ft. | Sand fine small and few clay st. | |
| From: 200 ft. to 226 ft. | Brown sandy clay, limerock ledges and few fine sand st. | |
| From: 226 ft. to 245 ft. | Sand fine to med. coarse, small to large gravel, cemented in places. | |
| From: 245 ft. to 300 ft. | Brown sandy clay, limerock ledges and few fine sand st. | |
| From: 300 ft. to 316 ft. | Brown sandy clay and sand fine to med. st. | |
| From: 316 ft. to 320 ft. | Brown clay | |
| From: 320 ft. to 330 ft. | Sand fine to med. coarse, fine small gravel | |
| From: 330 ft. to 343 ft. | Sand fine to med. and few clay st. | |
| From: 343 ft. to 348 ft. | Brown clay | |
| From: 348 ft. to 370 ft. | Sand fine to med. coarse, small brown gravel. | |
| From: 370 ft. to 407 ft. | Sand fine to med. coarse. small to med. brown gravel, brown rock and limerock. Drills tight and rough in places. | |
| From: 407 ft. to 410 ft. | Clay | |
| From: 410 ft. to 426 ft. | Sandstone and soapstone st. Used lots of water | |
| From: 426 ft. to 432 ft. | Soapstone | |
| From: 432 ft. to 443 ft. | Weathered shale | |
| From: 443 ft. to 460 ft. | Shale and Dakota st. Used Water - soapstone | |
| From: 460 ft. to 480 ft. | Soapstone and Dakota st. | |
| From: 480 ft. to 545 ft. | White Dakota and soapstone, Cheyenne Dakota, used lots of water, drills loose in places | |
| From: 545 ft. to 553 ft. | Soapstone and Dakota | |
| From: 553 ft. to 560 ft. | Red Bed | |