Specific Water Well Detail | ||
Location Info | |||
Owner: Morrell, Stephanie | Status: Constructed | ||
Location: T12S, R3E, Sec. 36, NE SE NE NE | County: Dickinson | ||
Directions: 2587 Quail Rd., Chapman | |||
Latitude: 38.9702969 | Longitude: -97.0378918 | Datum NAD 27 | |
Latitude: 38.970297 | Longitude: -97.038185 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.970297 | GPS Longitude: -97.038185 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 94 ft. | Elevation: 1157 ft. | |
Static Water Level: 49 ft. | Est. Yield: 15 gpm. | |
Comp. Date: 12-Oct-2016 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Flint Hills Drilling | 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: 53 ft. | ||
Bore hole diameter: 10 inches to 94 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 94 ft | |
Casing height above land surface: 18 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: 54 ft to 74 ft | |
Gravel pack intervals | From: 21 ft to 94 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 25 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 3 ft. | soil | |
From: 3 ft. to 21 ft. | weathered sandstone | |
From: 21 ft. to 25 ft. | clay tan | |
From: 25 ft. to 28 ft. | limestone | |
From: 28 ft. to 53 ft. | alternating layers of tan shale and limestone | |
From: 53 ft. to 55 ft. | gray shale | |
From: 55 ft. to 70 ft. | weathered limestone | |
From: 70 ft. to 94 ft. | limestone |