Specific Water Well Detail | ||
Location Info | |||
Owner: Mahieu, Dan | Status: Constructed | ||
Location: T31S, R26W, Sec. 29, NW NW NE | County: Meade | ||
Directions: from Fowler: 3 mi S, 1.5 mi E | |||
Latitude: 37.3277911 | Longitude: -100.171773 | Datum NAD 27 | |
Latitude: 37.3278153 | Longitude: -100.1721915 | 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: 214 ft. | Elevation: ft. | |
Static Water Level: 119 ft. | Est. Yield: 50 gpm. | |
Comp. Date: 05-May-1995 | 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?: | ||
Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 119 ft after 1 hours pumping 30 gpm | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: |
Diam: 5 in. to 174 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 174 ft to 214 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Bentonite | From: 4 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: OTHER | ||
Direction from well: NW | Distance: 50 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 10 ft. | topsoil | |
From: 10 ft. to 80 ft. | brown clay | |
From: 80 ft. to 120 ft. | brown clay | |
From: 120 ft. to 130 ft. | sand and gravel | |
From: 130 ft. to 160 ft. | sandy white clay | |
From: 160 ft. to 214 ft. | clay and gravel |