|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Bruna, Ben | Status: Constructed | ||
| Location: T2S, R5E, Sec. 9, NW NE NW SE | County: Washington | ||
| Directions: 2760 Hanover Ave., Hanover | |||
| Latitude: 39.8919505 | Longitude: -96.8689548 | Datum NAD 27 | |
| Latitude: 39.891955 | Longitude: -96.869262 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.891955 | GPS Longitude: -96.869262 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 100 ft. | Elevation: 1301 ft. | |
| Static Water Level: 53 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 21-May-2013 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Peterson Irrigation, Inc. | License #: 138 | |
| 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: 53 ft. | ||
| Bore hole diameter: 9 inches to 110 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 60 ft | |
| Casing height above land surface: 12 in
Casing Weight: 2.37 lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 60 ft to 100 ft | |
| Gravel pack intervals | From: 21 ft to 100 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 21 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: S | Distance: 60 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | Topsoil | |
| From: 2 ft. to 30 ft. | Shale/Limestone | |
| From: 30 ft. to 60 ft. | Shale, hard layer | |
| From: 60 ft. to 100 ft. | Shale with fractures | |
| From: 100 ft. to 110 ft. | Shale | |