Specific Water Well Detail | ||
Location Info | |||
Owner: Devine, Frank | Status: Constructed | ||
Location: T31S, R27W, Sec. 4, NW NW SE | County: Meade | ||
Directions: from Fowler: 2 mi W on Hwy 98, 1 mi S, 1.5 mi W, .5 mi N | |||
Latitude: 37.3789631 | Longitude: -100.2620295 | Datum NAD 27 | |
Latitude: 37.3789839 | Longitude: -100.2624506 | 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: 300 ft. | Elevation: ft. | |
Static Water Level: 104 ft. | Est. Yield: gpm. | |
Comp. Date: 11-Jun-2008 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Ed Jantzen Water Well Repair | License #: 533 |
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 2 ft. | topsoil | |
From: 2 ft. to 40 ft. | tan clay | |
From: 40 ft. to 80 ft. | blue clay | |
From: 80 ft. to 90 ft. | tan sandy clay | |
From: 90 ft. to 170 ft. | medium sand - coarse | |
From: 170 ft. to 180 ft. | tan sandy clay and coarse sand | |
From: 180 ft. to 260 ft. | tan sandy clay and white rock | |
From: 260 ft. to 280 ft. | coarse sand | |
From: 280 ft. to 287 ft. | limestone | |
From: 287 ft. to 300 ft. | shale |