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Specific Water Well Detail |
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Location Info | |||
Owner: Johnson, Steve | Status: Constructed | ||
Location: T14S, R3E, Sec. 3, NE NW NE NE | County: Dickinson | ||
Directions: from Oat Rd and 1900 Ave, 0.25 mi W on south side | |||
Latitude: 38.8711928 | Longitude: -97.0779751 | Datum NAD 27 | |
Latitude: 38.871181 | Longitude: -97.078272 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.871181 | GPS Longitude: -97.078272 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 159 ft. | Elevation: 1213 ft. | |
Static Water Level: 98 ft. | Est. Yield: 10 gpm. | |
Comp. Date: 18-Sep-2018 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 2 |
Driller Info | ||
Driller: Associated Drilling, Inc. | License #: 760 |
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?: No
Water Well disinfected?: Yes | ||
Ground water encountered: 99 ft. | ||
Bore hole diameter: 6 inches to 159 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 2 in. to 159 ft | |
Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 79 ft to 159 ft | |
Gravel pack intervals | From: 21 ft to 159 ft |
Grout Info | ||
Grout used: | From: 0 to 21 ft |
Source of Possible Contamination | ||
Source: Building | ||
Direction from well: SW | Distance: 50 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 6 ft. | clay | |
From: 6 ft. to 33 ft. | shale, tan, gray, red, tan | |
From: 33 ft. to 67 ft. | limestone, fractured | |
From: 67 ft. to 99 ft. | shale, tan, red gray | |
From: 99 ft. to 124 ft. | limestone, fractured | |
From: 124 ft. to 132 ft. | shale, gray | |
From: 132 ft. to 159 ft. | limestone |