|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Comley, Chad | Status: Constructed | ||
| Location: T21S, R8W, Sec. 21, SW NW NE SE | County: Rice | ||
| Directions: 404 E Monroe, Sterling | |||
| Latitude: 38.2089187 | Longitude: -98.2016672 | Datum NAD 27 | |
| Latitude: 38.20893 | Longitude: -98.20201 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.20893 | GPS Longitude: -98.20201 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 52 ft. | Elevation: 1640 ft. | |
| Static Water Level: 8 ft. | Est. Yield: 150 gpm. | |
| Comp. Date: 08-Jun-2016 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Miller Drilling | License #: 447 | |
| 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?: Yes | ||
| Ground water encountered: 8 ft. , 34 ft. | ||
| Pump test data: Well water was 19 ft after .25 hours pumping 100 gpm | ||
| Bore hole diameter: 9 inches to 55 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 52 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 42 ft to 52 ft | |
| Gravel pack intervals | From: 22 ft to 29 ft
From: 34 ft to 55 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 2 to 22 ft
From: 29 to 34 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 8 ft. | brown clay | |
| From: 8 ft. to 27 ft. | gray sand and gravel | |
| From: 27 ft. to 34 ft. | rocky brown clay | |
| From: 34 ft. to 40 ft. | fine-coarse tan sand | |
| From: 40 ft. to 55 ft. | tan sand and gravel | |