Specific Water Well Detail | ||
Location Info | |||
Owner: Welsh, Todd | Status: Constructed | ||
Location: T14S, R2W, Sec. 17, SW NE SE SE | County: Saline | ||
Directions: 629 Covey Court, Salina | |||
Latitude: 38.8291947 | Longitude: -97.5591309 | Datum NAD 27 | |
Latitude: 38.829199 | Longitude: -97.559445 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.829199 | GPS Longitude: -97.559445 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 79 ft. | Elevation: ft. | |
Static Water Level: 28 ft. | Est. Yield: 25 gpm. | |
Comp. Date: 22-Dec-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: 28 ft. | ||
Bore hole diameter: 9 inches to 79 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 59 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: 59 ft to 79 ft | |
Gravel pack intervals | From: 20 ft to 79 ft |
Grout Info | ||
Grout used: | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: W | Distance: 20 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 1 ft. | top soil | |
From: 1 ft. to 20 ft. | clay and a water loss zone | |
From: 20 ft. to 62 ft. | clay with fine-medium sand mixed in | |
From: 62 ft. to 77 ft. | creek gravel with some clay mix | |
From: 77 ft. to 80 ft. | shale |