Specific Water Well Detail | ||
Location Info | |||
Owner: Reinhart, Mickey | Status: Constructed | ||
Location: T19S, R3W, Sec. 21, NW SW SE NE | County: McPherson | ||
Directions: 1103 Cobblestone Court, McPherson | |||
Latitude: 38.3853526 | Longitude: -97.6524335 | Datum NAD 27 | |
Latitude: 38.385361 | Longitude: -97.652756 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.385361 | GPS Longitude: -97.652756 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 116 ft. | Elevation: ft. | |
Static Water Level: 79 ft. | Est. Yield: 40 gpm. | |
Comp. Date: 19-Aug-2021 | Well Use: Domestic, Lawn and Garden | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Peterson McNett Drilling, Inc. | License #: 897 |
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: 79 ft. | ||
Bore hole diameter: 9 inches to 116 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 96 ft | |
Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 96 ft to 116 ft | |
Gravel pack intervals | From: 20 ft to 116 ft |
Grout Info | ||
Grout used: | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: NE | Distance: 70 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 1 ft. | top soil | |
From: 1 ft. to 60 ft. | clay | |
From: 60 ft. to 80 ft. | fine sand and clay | |
From: 80 ft. to 92 ft. | medium sand with little clay | |
From: 92 ft. to 101 ft. | red sandy clay | |
From: 101 ft. to 114 ft. | fine-medium sand with small gravel | |
From: 114 ft. to 116 ft. | clay | |
From: 116 ft. to 120 ft. | hard clay and shale |