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Specific Water Well Detail |
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| Location Info | |||
| Owner: Corley, Dale | Status: Constructed | ||
| Location: T27S, R36W, Sec. 15, SE | County: Grant | ||
| Directions: from Hickok: 1.75 mi E, 9 mi N, 2.25 mi N, 2.25 mi W, .25 mi N | |||
| Latitude: 37.6961594 | Longitude: -101.2393206 | Datum NAD 27 | |
| Latitude: 37.696179 | Longitude: -101.2397699 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 490 ft. | Elevation: ft. | |
| Static Water Level: 250 ft. | Est. Yield: 1675 gpm. | |
| Comp. Date: 14-Jul-1982 | 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: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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: 310 ft to 350 ft
From: 350 ft to 480 ft From: 480 ft to 490 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 1 ft. | Top Soil | |
| From: 1 ft. to 65 ft. | Clay | |
| From: 65 ft. to 125 ft. | Brown Sandy clay | |
| From: 125 ft. to 155 ft. | Medium Gravel Loose | |
| From: 155 ft. to 159 ft. | Fine to Medium Sand and Gravel 15% Clay (Loose) | |
| From: 159 ft. to 230 ft. | Brown Sandy Clay | |
| From: 230 ft. to 275 ft. | Brown Clay | |
| From: 275 ft. to 313 ft. | Blue and Brown Clay | |
| From: 313 ft. to 402 ft. | Fine to Medium Sand and Gravel 10% Clay (Loose) | |
| From: 402 ft. to 410 ft. | Fine to Medium Sand and Gravel 20% Clay (Loose) | |
| From: 410 ft. to 427 ft. | Brown Sandy Clay 30% Gravel (Loose) | |
| From: 427 ft. to 455 ft. | Brown and Gray Clay (Tight) 25% Gravel | |
| From: 455 ft. to 485 ft. | Gray Yellow and Brown Clay with Brown Rock (Tight) 30% Gravel | |
| From: 485 ft. to 500 ft. | Yellow Clay and (Shale) | |