Specific Water Well Detail | ||
Location Info | |||
Owner: Garinger, John | Status: Constructed | ||
Location: T34S, R32W, Sec. 20, NE SW SW SE | County: Seward | ||
Directions: At intersection on HWY 54 and Arkalon Rd turn south and go 1.8 miles. Turn west and go .4 miles on Tucker Rd then turn north into location. | |||
Latitude: 37.0700739 | Longitude: -100.8215585 | Datum NAD 27 | |
Latitude: 37.0701 | Longitude: -100.822 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.0701 | GPS Longitude: -100.822 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 313 ft. | Elevation: 2761 ft. | |
Static Water Level: 214 ft. | Est. Yield: 50 gpm. | |
Comp. Date: 08-Jun-2012 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Bartel Well Drilling, Inc. | License #: 101 |
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: 214 ft. | ||
Pump test data: Well water was 214 ft after 1 hours pumping 20 gpm | ||
Bore hole diameter: 9 inches to 313 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 273 ft | |
Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 200@ |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 273 ft to 313 ft | |
Gravel pack intervals | From: 24 ft to 313 ft |
Grout Info | ||
Grout used: Bentonite | From: 4 to 24 ft |
Source of Possible Contamination | ||
Source: Septic Tank | ||
Direction from well: S | Distance: 200 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 18 ft. | sand | |
From: 18 ft. to 34 ft. | white clay | |
From: 34 ft. to 224 ft. | sand and gravel | |
From: 224 ft. to 226 ft. | brown clay | |
From: 226 ft. to 313 ft. | sand and gravel |