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Specific Water Well Detail |
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| Location Info | |||
| Owner: Harms, Eugene | Status: Constructed | ||
| Location: T28S, R36W, Sec. 13, NW SW SE | County: Grant | ||
| Directions: from Hickok: 3.75 mi NE | |||
| Latitude: 37.6080587 | Longitude: -101.2066434 | Datum NAD 27 | |
| Latitude: 37.6080805 | Longitude: -101.2070914 | 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: 454 ft. | Elevation: ft. | |
| Static Water Level: 298 ft. | Est. Yield: 1400 gpm. | |
| Comp. Date: 20-Apr-1979 | 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: 361 ft to 381 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 62 ft. | Brown clay with a few limerock sts. | |
| From: 62 ft. to 66 ft. | Sand fine to med coarse with small to med gravel | |
| From: 66 ft. to 100 ft. | Brown clay with a few limerock sts. | |
| From: 100 ft. to 120 ft. | Sand fine to med coarse and small gravel. | |
| From: 120 ft. to 190 ft. | Brown clay | |
| From: 190 ft. to 210 ft. | Sand fine to med | |
| From: 210 ft. to 273 ft. | Brown clay | |
| From: 273 ft. to 280 ft. | Brown clay and sand streaks | |
| From: 280 ft. to 340 ft. | Brown clay | |
| From: 340 ft. to 360 ft. | Brown clay with very few sand streaks | |
| From: 360 ft. to 380 ft. | Sand fine to med coarse, small to med gravel with a few ledges. Drilled rough - used water. | |
| From: 380 ft. to 409 ft. | Sand fine to med coarse, small gravel. Loose - used water. | |
| From: 409 ft. to 410 ft. | Brown clay | |
| From: 410 ft. to 420 ft. | Sand fine to med coarse. Loose - used water. | |
| From: 420 ft. to 441 ft. | Sand fine to med coarse, small to a few large gravel. Loose - used water. | |
| From: 441 ft. to 451 ft. | Soapstone, yellow clay, a few brown rock sts with a few sandstone sts. Drilled hard - used some water. | |
| From: 451 ft. to 460 ft. | Weather shale - Hard! | |