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Specific Water Well Detail |
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Location Info | |||
Owner: City of Abilene | Status: Constructed | ||
Location: T13S, R2E, Sec. 29, SE NE NE NE | County: Dickinson | ||
Directions: 4831' N of South line 87' W of East line | |||
Latitude: 38.8993875 | Longitude: -97.2232543 | Datum NAD 27 | |
Latitude: 38.899389 | Longitude: -97.223556 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.899389 | GPS Longitude: -97.223556 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 63 ft. | Elevation: 1133 ft. | |
Static Water Level: 17.8 ft. | Est. Yield: gpm. | |
Comp. Date: 01-Jul-2019 | Well Use: Test Hole, Cased | |
DWR Applic. #: | Other ID: South MW |
Driller Info | ||
Driller: Sargent Drilling | License #: 755 |
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?: No | ||
Ground water encountered: 17.8 ft. | ||
Bore hole diameter: 6 inches to 63 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 2 in. to 43 ft | |
Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .02 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 0 ft to 20 ft | |
Gravel pack intervals | From: 38 ft to 63 ft |
Grout Info | ||
Grout used: | From: 0 to 38 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 20 ft. | brown top soil and clay | |
From: 20 ft. to 27 ft. | brown clay | |
From: 27 ft. to 40 ft. | fine medium coarse sand and fine gravel | |
From: 40 ft. to 60 ft. | fine medium coarse sand and fine medium coarse gravel with clay streaks | |
From: 60 ft. to 62 ft. | fine medium coarse sand and fine medium gravel | |
From: 62 ft. to 63 ft. | blue gray shale |