|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Brown, Stephen | Status: Constructed | ||
| Location: T4S, R30W, Sec. 30, NW SW NW SE | County: Decatur | ||
| Directions: from I Lane and 100 Rd 0.5 mi S | |||
| Latitude: 39.6741942 | Longitude: -100.73037 | Datum NAD 27 | |
| Latitude: 39.6742 | Longitude: -100.7308 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.6742 | GPS Longitude: -100.7308 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 35 ft. | Elevation: 2732 ft. | |
| Static Water Level: 12 ft. | Est. Yield: 15 gpm. | |
| Comp. Date: 31-Jul-2015 | Well Use: Oil Field Water Supply | |
| DWR Applic. #: 20150305 | Other ID: Brown 2-30 | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Woofter Pump and Well, Inc. | License #: 881 | |
| 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: 12 ft. | ||
| Bore hole diameter: 8 inches to 35 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 4.5 in. to 15 ft | |
| Casing height above land surface: 18 in
Casing Weight: 2.38 lbs/ft Wall thickness or gauge no.: .237 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 15 ft to 35 ft | |
| Gravel pack intervals | From: 10 ft to 35 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 10 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | surface | |
| From: 2 ft. to 7 ft. | loess | |
| From: 7 ft. to 20 ft. | fine and med sand and gravel | |
| From: 20 ft. to 35 ft. | black shale | |