|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Irvine, Mary Beth | Status: Constructed | ||
| Location: T10S, R8E, Sec. 5, SE SE SW NW | County: Riley | ||
| Directions: 2606 Casement, Manhattan | |||
| Latitude: 39.2118131 | Longitude: -96.5531307 | Datum NAD 27 | |
| Latitude: 39.211811 | Longitude: -96.553415 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.211811 | GPS Longitude: -96.553415 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 46 ft. | Elevation: 1027 ft. | |
| Static Water Level: 30 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 08-Mar-2018 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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: 43 ft. | ||
| Bore hole diameter: 10 inches to 46 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 46 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 36 ft to 46 ft | |
| Gravel pack intervals | From: 23 ft to 46 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 23 ft | |
| Source of Possible Contamination | ||
| Source: Building | ||
| Direction from well: SE | Distance: 50 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 21 ft. | tan clay | |
| From: 21 ft. to 30 ft. | sand clay | |
| From: 30 ft. to 33 ft. | gray clay | |
| From: 33 ft. to 42 ft. | medium gray sand | |
| From: 42 ft. to 43 ft. | clay layer | |
| From: 43 ft. to 46 ft. | gray coarse sand | |