Specific Water Well Detail | ||
Location Info | |||
Owner: Woofter, Eric | Status: Constructed | ||
Location: T13S, R3E, Sec. 13, SE SW NW NE | County: Dickinson | ||
Directions: from Quail Rd and 2300 Rd, 550 feet S-SW, Chapman | |||
Latitude: 38.9262199 | Longitude: -97.0452312 | Datum NAD 27 | |
Latitude: 38.926221 | Longitude: -97.045527 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.926221 | GPS Longitude: -97.045527 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 140 ft. | Elevation: 1206 ft. | |
Static Water Level: 45 ft. | Est. Yield: 15 gpm. | |
Comp. Date: 27-Apr-2021 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Flint Hills Drilling #914 | License #: 914 |
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: 42 ft. , 118 ft. | ||
Bore hole diameter: 10 inches to 140 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 140 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: Mill slot | |
Screen-perforated intervals | From: 100 ft to 140 ft | |
Gravel pack intervals | From: 25 ft to 65 ft
From: 75 ft to ft |
Grout Info | ||
Grout used: | From: 0 to 25 ft
From: 65 to 75 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 20 ft. | clay | |
From: 20 ft. to 27 ft. | limestone | |
From: 27 ft. to 38 ft. | tan shale | |
From: 38 ft. to 43 ft. | limestone | |
From: 43 ft. to 77 ft. | alternating shale layers | |
From: 77 ft. to 96 ft. | limestone | |
From: 96 ft. to 115 ft. | gray shale | |
From: 115 ft. to 135 ft. | fractured limestone | |
From: 135 ft. to 140 ft. | gray shale |