|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Meyers, Dean | Status: Constructed | ||
| Location: T2S, R12W, Sec. 7, SE SE SE NE | County: Smith | ||
| Directions: from T Rd and 80 Rd, 0.5 mi S on west side | |||
| Latitude: 39.8947359 | Longitude: -98.7109006 | Datum NAD 27 | |
| Latitude: 39.89475 | Longitude: -98.71125 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.89475 | GPS Longitude: -98.71125 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 125 ft. | Elevation: 2025 ft. | |
| Static Water Level: 73 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 09-Mar-2018 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Watson Well Drilling | License #: 741 | |
| 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: 73 ft. | ||
| Bore hole diameter: 11 inches to 15 ft and 10 inches to 125 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 100 ft
Diam: 5 in. to 125 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 100 ft to 120 ft | |
| Gravel pack intervals | From: 20 ft to 125 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 92 ft. | hard tan clay | |
| From: 92 ft. to 96 ft. | tan soft sandstone | |
| From: 96 ft. to 120 ft. | tan fine-medium sand with some clay | |
| From: 120 ft. to 125 ft. | gray shale | |