|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Wedeman, Raymond | Status: Constructed | ||
| Location: T31S, R5W, Sec. 28, NW NW NW | County: Harper | ||
| Directions: from Danville: 2 mi N, 1 mi E, .5 mi N, E Side of road | |||
| Latitude: 37.3266915 | Longitude: -97.8753673 | Datum NAD 27 | |
| Latitude: 37.3267111 | Longitude: -97.8757014 | 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: 70 ft. | Elevation: ft. | |
| Static Water Level: 16 ft. | Est. Yield: gpm. | |
| Comp. Date: 17-Jul-1986 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Harp Well & Pump Service, Inc. | License #: 236 | |
| 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: 16 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: RMP(SR)
Casing Joints: |
Diam: 5 in. to 20 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: RMP (SR) | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 20 ft to 70 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 4 to 14 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 7 ft. | clay | |
| From: 7 ft. to 16 ft. | fine sand | |
| From: 16 ft. to 70 ft. | red shale | |