Specific Water Well Detail | ||
Location Info | |||
Owner: Vesterberg, Aaron | Status: Constructed | ||
Location: T10S, R2W, Sec. 1, SE SE SE | County: Ottawa | ||
Directions: 2395 Quartz Rd, Minneapolis | |||
Latitude: 39.2054252 | Longitude: -97.482431 | Datum NAD 27 | |
Latitude: 39.205423 | Longitude: -97.48274 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.205423 | GPS Longitude: -97.48274 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 100 ft. | Elevation: 1454 ft. | |
Static Water Level: 75 ft. | Est. Yield: 14 gpm. | |
Comp. Date: 09-May-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 80 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: 80 ft to 100 ft | |
Gravel pack intervals | From: 20 ft to 100 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: SW | Distance: 100 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 1 ft. | top soil | |
From: 1 ft. to 7 ft. | clay, hard | |
From: 7 ft. to 15 ft. | clay with chunks of cemented sandstone, full of iron | |
From: 15 ft. to 30 ft. | shale, moderately weathered | |
From: 30 ft. to 60 ft. | shale, moderately weathered, with occasional medium coarse sandstone streaks, hard | |
From: 60 ft. to 98 ft. | fine sandstone, slightly weathered, tan | |
From: 98 ft. to 140 ft. | fine sandstone, unweathered, red, hard, full of iron |