Specific Water Well Detail | ||
Location Info | |||
Owner: Johnson, David | Status: Constructed | ||
Location: T10S, R2W, Sec. 8, SW SW NW | County: Ottawa | ||
Directions: 1652 N 190th Rd, Minneapolis | |||
Latitude: 39.1980517 | Longitude: -97.5740692 | Datum NAD 27 | |
Latitude: 39.198052 | Longitude: -97.574382 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.198052 | GPS Longitude: -97.574382 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 97 ft. | Elevation: 1357 ft. | |
Static Water Level: 20 ft. | Est. Yield: 65 gpm. | |
Comp. Date: 16-Dec-2022 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Peterson McNett Drlg | 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?:
Water Well disinfected?: | ||
Casing Info | ||
Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 5 in. to 67 ft | |
Casing height above land surface: 144 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: 67 ft to 97 ft | |
Gravel pack intervals | From: 24 ft to 97 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 24 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: S | Distance: 40 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 1 ft. | top soil | |
From: 1 ft. to 12 ft. | loamy clay | |
From: 12 ft. to 65 ft. | shale, moderately weathered, with occasional hard streaks | |
From: 65 ft. to 80 ft. | sandstone, moderately weathered, with shale mix and iron oxide | |
From: 80 ft. to 100 ft. | sandstone, moderately weathered, soft, fine |