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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gogckel, Mark | Status: Constructed | ||
| Location: T2S, R5E, Sec. 21, SE SW SE SE | County: Washington | ||
| Directions: 2779 20th Road, Hanover | |||
| Latitude: 39.8570568 | Longitude: -96.8645159 | Datum NAD 27 | |
| Latitude: 39.85706 | Longitude: -96.86482 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.85706 | GPS Longitude: -96.86482 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 108 ft. | Elevation: 1290 ft. | |
| Static Water Level: 70 ft. | Est. Yield: 15 gpm. | |
| Comp. Date: 21-May-2013 | Well Use: Domestic | |
| 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. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: Yes | ||
| Ground water encountered: 70 ft. | ||
| Bore hole diameter: 9 inches to 112 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 70 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: 70 ft to 108 ft | |
| Gravel pack intervals | From: 22 ft to 108 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 22 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: S | Distance: 58 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | fill dirt | |
| From: 2 ft. to 85 ft. | shale and limestone | |
| From: 85 ft. to 112 ft. | shale and limestone with fractures | |