|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: M&E Land | Status: Constructed | ||
| Location: T2S, R30W, Sec. 26, SE SE NE | County: Decatur | ||
| Directions: Hwy 36 W out of Oberlin to Rd 500, 1.5 mi N and east into yard | |||
| Latitude: 39.8515246 | Longitude: -100.6466127 | Datum NAD 27 | |
| Latitude: 39.85153 | Longitude: -100.64704 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.85153 | GPS Longitude: -100.64704 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 127 ft. | Elevation: 2797 ft. | |
| Static Water Level: 85 ft. | Est. Yield: gpm. | |
| Comp. Date: 07-Dec-2023 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Wilcox Well Drilling | License #: 701 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 4.5 in. to 86 ft | |
| Casing height above land surface: 216 in
Casing Weight: 200 lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 86 ft to 127 ft | |
| Gravel pack intervals | From: 30 ft to 126 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 5 to 30 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | top soil | |
| From: 5 ft. to 76 ft. | fat clay | |
| From: 76 ft. to 80 ft. | fine sand and gravel | |
| From: 80 ft. to 113 ft. | fine to medium gravel | |
| From: 113 ft. to 126 ft. | fat clay | |
| From: 126 ft. to 127 ft. | shale, highly weathered | |