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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Hiawatha | Status: Constructed | ||
| Location: T2S, R18E, Sec. 5, SE SE SE SE | County: Brown | ||
| Directions: 270th and Raccoon Rd. | |||
| Latitude: 39.900137 | Longitude: -95.4150411 | Datum NAD 27 | |
| Latitude: 39.900141 | Longitude: -95.4153 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.900141 | GPS Longitude: -95.4153 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 90 ft. | Elevation: 999 ft. | |
| Static Water Level: 29 ft. | Est. Yield: gpm. | |
| Comp. Date: 03-Apr-2013 | Well Use: Test Hole, Cased | |
| DWR Applic. #: | Other ID: Hiawatha TW 13-03 | |
| Driller Info | ||
| Driller: Drill-Well, LLC | License #: 779 | |
| 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: 30 ft. | ||
| Bore hole diameter: 9.5 inches to 90 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 90 ft | |
| Casing height above land surface: 30 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: 70 ft to 90 ft | |
| Gravel pack intervals | From: 35 ft to 90 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 35 ft | |
| Source of Possible Contamination | ||
| Source: road | ||
| Direction from well: E | Distance: 15 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | no sample | |
| From: 5 ft. to 30 ft. | sandy clay brown | |
| From: 30 ft. to 75 ft. | very fine-fine sand | |
| From: 75 ft. to 82 ft. | fine-medium sand | |
| From: 82 ft. to 92 ft. | sand and gravel with lots of cobble | |
| From: 92 ft. to 101 ft. | sand and gravel with cobble | |
| From: 101 ft. to ft. | shale | |