Specific Water Well Detail | ||
Location Info | |||
Owner: Ward, Zane | Status: Constructed | ||
Location: T12S, R1E, Sec. 36, NE NW NE | County: Dickinson | ||
Directions: 668 2600 Ave, Abilene | |||
Latitude: 38.9723041 | Longitude: -97.2653204 | Datum NAD 27 | |
Latitude: 38.972304 | Longitude: -97.265624 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.972304 | GPS Longitude: -97.265624 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 80 ft. | Elevation: 1249 ft. | |
Static Water Level: 38 ft. | Est. Yield: 11 gpm. | |
Comp. Date: 20-Mar-2023 | Well Use: Domestic, Livestock | |
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 40 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: 40 ft to 80 ft | |
Gravel pack intervals | From: 20 ft to 80 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: W | Distance: 100 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 1 ft. | top soil | |
From: 1 ft. to 12 ft. | clay | |
From: 12 ft. to 16 ft. | shale, moderately weathered, gray | |
From: 16 ft. to 17 ft. | limestone, unweathered, hard | |
From: 17 ft. to 50 ft. | shale, moderately weathered, gray, with occasional hard streaks | |
From: 50 ft. to 75 ft. | shale, fractured, hard, with small fractures throughout | |
From: 75 ft. to 80 ft. | shale, moderately weathered, gray |