Specific Water Well Detail | ||
Location Info | |||
Owner: Messerly, David | Status: Constructed | ||
Location: T12S, R4E, Sec. 30, SW SW NW | County: Dickinson | ||
Directions: From Chapman Main St: 1 mi W to Quail Rd, .75 mi N to 2650 Rd and 100 yards E, Chapman | |||
Latitude: 38.9805676 | Longitude: -97.0358201 | Datum NAD 27 | |
Latitude: 38.9805667 | Longitude: -97.0361167 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.9805667 | GPS Longitude: -97.0361167 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 160 ft. | Elevation: 1225 ft. | |
Static Water Level: 125 ft. | Est. Yield: 20 gpm. | |
Comp. Date: 03-Aug-2021 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Haldeman Well Drlg. & Pump | License #: 451 |
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:
Casing Joints: |
Diam: in. to 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: ft to ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: | From: to ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 1 ft. | top soil | |
From: 1 ft. to 12 ft. | sandy clay | |
From: 12 ft. to 14 ft. | limestone | |
From: 14 ft. to 35 ft. | yellow shale | |
From: 35 ft. to 51 ft. | brown shale | |
From: 51 ft. to 59 ft. | limestone | |
From: 59 ft. to 81 ft. | tan shale | |
From: 81 ft. to 86 ft. | limestone | |
From: 86 ft. to 107 ft. | brown shale | |
From: 107 ft. to 111 ft. | limestone | |
From: 111 ft. to 127 ft. | brown shale | |
From: 127 ft. to 148 ft. | limestone | |
From: 148 ft. to 160 ft. | gray shale |