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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Hiawatha | Status: Constructed | ||
| Location: T2S, R17E, Sec. 1, NW NW SW NW | County: Brown | ||
| Directions: from 280th and Nighthawk Rd: 1450' S, ESR | |||
| Latitude: 39.9100545 | Longitude: -95.4703967 | Datum NAD 27 | |
| Latitude: 39.910058 | Longitude: -95.47066 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.910058 | GPS Longitude: -95.47066 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 100 ft. | Elevation: 1033 ft. | |
| Static Water Level: 8 ft. | Est. Yield: gpm. | |
| Comp. Date: 14-Nov-2011 | Well Use: Test hole/well | |
| DWR Applic. #: | Other ID: Hiawatha 11-06 | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 4 ft. | top soil | |
| From: 4 ft. to 12 ft. | silty clay, dark brown | |
| From: 12 ft. to 18 ft. | fine-medium sand, brown | |
| From: 18 ft. to 30 ft. | silty clay, gray | |
| From: 30 ft. to 43 ft. | silty, sandy clay, gray | |
| From: 43 ft. to 60 ft. | fine-medium sand | |
| From: 60 ft. to 65 ft. | medium-coarse sand | |
| From: 65 ft. to 80 ft. | fine-medium sand | |
| From: 80 ft. to 90 ft. | medium-coarse sand | |
| From: 90 ft. to 100 ft. | fine-medium sand | |