Specific Water Well Detail | ||
Location Info | |||
Owner: KDHE-BER | Status: Constructed | ||
Location: T13S, R2E, Sec. 16, NW SW SE | County: Dickinson | ||
Directions: 400 N Buckeye, Abilene | |||
Latitude: 38.9179568 | Longitude: -97.2125493 | Datum NAD 27 | |
Latitude: 38.9179562 | Longitude: -97.2128476 | Datum NAD 83 | |
Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
View well on interactive map |
General Info | ||
Well Depth: 29 ft. | Elevation: 1153.32 ft. | |
Static Water Level: 22.42 ft. | Est. Yield: gpm. | |
Comp. Date: 18-Sep-2006 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 16 |
Driller Info | ||
Driller: Larsen and Associates, Inc. | License #: 757 |
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:
Casing Joints: |
Diam: in. to ft | |
Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: | Screen Openings: | |
Screen-perforated intervals | From: ft to ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: | From: to ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to .5 ft. | asphalt | |
From: .5 ft. to 5 ft. | clay with silt, dark brown, moist, iron | |
From: 8 ft. to 10 ft. | clay with silt and trace sand, dark brown, moist, iron staining | |
From: 13 ft. to 15 ft. | very fine to fine sand, brown, moist, trace iron staining, well sorted | |
From: 18 ft. to 20 ft. | fine sand with trace clay, brown, well sorted, very moist | |
From: 23 ft. to 25 ft. | wet | |
From: 25 ft. to 30 ft. | bedrock, limestone fragments, shale at depth |