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Specific Water Well Detail |
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Location Info | |||
Owner: Clark Co. Highway Dept. | Status: Constructed | ||
Location: T33S, R23W, Sec. 12, SW SW NE | County: Clark | ||
Directions: SW of Highland St and 10th St, Ashland (U1-013-12418) | |||
Latitude: 37.1866127 | Longitude: -99.7668226 | Datum NAD 27 | |
Latitude: 37.18664 | Longitude: -99.76723 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.18664 | GPS Longitude: -99.76723 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 50 ft. | Elevation: 1971 ft. | |
Static Water Level: 38.01 ft. | Est. Yield: gpm. | |
Comp. Date: 17-Oct-2024 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 11 |
Driller Info | ||
Driller: Coranco Great Plains | License #: 594 |
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 35 ft | |
Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: Sch 40 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 35 ft to 50 ft | |
Gravel pack intervals | From: 33 ft to 50 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 33 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 1 ft. | top soil | |
From: 1 ft. to 2 ft. | clayey silt, light brown, stiff | |
From: 2 ft. to 17 ft. | silty clay, brown, stiff | |
From: 17 ft. to 30 ft. | silty clay, light brown, dense | |
From: 30 ft. to 32 ft. | fine sandy clay, red, stiff | |
From: 32 ft. to 38 ft. | silty clay, reddish brown, soft | |
From: 38 ft. to 50 ft. | silty clay, red, saturated, dense |