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Specific Water Well Detail |
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Location Info | |||
Owner: KDHE | Status: Constructed | ||
Location: T7S, R12W, Sec. 20, SW NW NW | County: Osborne | ||
Directions: from SE corner of 121 E Vermont St, 80 feet S and 15 feet W, Osborne | |||
Latitude: 39.4348175 | Longitude: -98.693486 | Datum NAD 27 | |
Latitude: 39.43483 | Longitude: -98.69384 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.43483 | GPS Longitude: -98.69384 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 33 ft. | Elevation: 1547 ft. | |
Static Water Level: 24.12 ft. | Est. Yield: gpm. | |
Comp. Date: 23-Aug-2022 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 22 |
Driller Info | ||
Driller: GSI Engineering | License #: 531 |
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. |
Chemical Sample Submitted?:
Water Well disinfected?: | ||
Casing Info | ||
Casing Type: ThermalPlastic
Casing Joints: Threaded |
Diam: 2 in. to 23 ft | |
Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 40 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 23 ft to 33 ft | |
Gravel pack intervals | From: 21 ft to 33 ft |
Grout Info | ||
Grout used: Bentonite | From: .5 to 21 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to .5 ft. | top soil | |
From: .5 ft. to 5 ft. | lean clay, dry, low plasticity, hard, dark brown, no odor, some particulate | |
From: 5 ft. to 25 ft. | lean clay, slightly moist, low plasticity, stiff, no odor, no particulate, lighter brown at 15 feet, tan to brown at 20 feet | |
From: 25 ft. to 30 ft. | lean clay, moist, moderate moisture, soft, dark brown, no odor, some particualte | |
From: 30 ft. to 33 ft. | coarse sand, silty, clayey, very moist, no plasticity, dense, tan to brown, 5% gravel, well sorted and angular |