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Specific Water Well Detail |
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| Location Info | |||
| Owner: Walters Morgan Construction | Status: Constructed | ||
| Location: T10S, R8E, Sec. 17, NE SW NW NW | County: Pottawatomie | ||
| Directions: 100 Bluemont Ave, Manhattan (two bores) | |||
| Latitude: 39.1860853 | Longitude: -96.5557505 | Datum NAD 27 | |
| Latitude: 39.186085 | Longitude: -96.556037 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.186085 | GPS Longitude: -96.556037 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 44 ft. | Elevation: 1017 ft. | |
| Static Water Level: 8 ft. | Est. Yield: 1000 gpm. | |
| Comp. Date: 23-Sep-2019 | Well Use: Dewatering | |
| DWR Applic. #: 20190327 | Other ID: | |
| Driller Info | ||
| Driller: Peterson McNett Drilling, Inc. | License #: 897 | |
| 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: 18 ft. | ||
| Bore hole diameter: 20 inches to 44 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 10 in. to 24 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .413 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 24 ft to 44 ft | |
| Gravel pack intervals | From: 2 ft to 44 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 2 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 18 ft. | clay | |
| From: 18 ft. to 30 ft. | medium to coarse sand and gravel | |
| From: 30 ft. to 44 ft. | coarse sand and gravel with small rocks | |