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Specific Water Well Detail |
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| Location Info | |||
| Owner: Eubank, Paul and Terry | Status: Constructed | ||
| Location: T28S, R34W, Sec. 24, NW SE NW | County: Haskell | ||
| Directions: from Ryus: 7 mi NE | |||
| Latitude: 37.6011467 | Longitude: -100.9929634 | Datum NAD 27 | |
| Latitude: 37.6011709 | Longitude: -100.9934095 | 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: 520 ft. | Elevation: ft. | |
| Static Water Level: 291 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 24-Apr-1978 | 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: 377 ft to 517 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. | brown clay and caliche | |
| From: 40 ft. to 160 ft. | sand and gravel, loose, used lots of water | |
| From: 160 ft. to 174 ft. | brown clay and embedded sand and gravel sts | |
| From: 174 ft. to 195 ft. | brown clay | |
| From: 195 ft. to 245 ft. | blue clay | |
| From: 245 ft. to 254 ft. | brown clay and gyp rock | |
| From: 254 ft. to 320 ft. | sand fine med. coarse and small gravel, loose, used lots of water, 316-320 cemented | |
| From: 320 ft. to 340 ft. | sand fine med. coarse, small gravel with clay and lime rock sts., used water | |
| From: 340 ft. to 360 ft. | sand fine med. coarse, small gravel, used lots of water | |
| From: 360 ft. to 365 ft. | brown clay and sand, med. Small | |
| From: 365 ft. to 386 ft. | sand fine med. coarse, small gravel, loose, used lots of water | |
| From: 386 ft. to 400 ft. | brown clay and lime rock | |
| From: 400 ft. to 417 ft. | sand fine med. coarse, small gravel, fairly loose, used lots of water, hard stringer at 417-420, used pull down | |
| From: 417 ft. to 448 ft. | brown clay (sticky) very little lime rock | |
| From: 448 ft. to 460 ft. | fine sand, brown clay, lime rock and few sts. of brown sandstone, used little water | |
| From: 460 ft. to 516 ft. | sand fine med. coarse, small coarse, few med., small gravel, some brown rock and some brown sandstone and brown sandy clay, loose, used lots of water | |
| From: 516 ft. to 520 ft. | brown, gray and blue clay | |
| From: 520 ft. to 540 ft. | blue shale, firm with very hard sts | |