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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nowak Construction | Status: Constructed | ||
| Location: T10S, R8E, Sec. 11, SW NW NW SW | County: Pottawatomie | ||
| Directions: from Manhattan, 3.5 mi E (two bores) | |||
| Latitude: 39.1950294 | Longitude: -96.5009022 | Datum NAD 27 | |
| Latitude: 39.195028 | Longitude: -96.501184 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.195028 | GPS Longitude: -96.501184 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 35 ft. | Elevation: 997 ft. | |
| Static Water Level: 15 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 21-Jan-2020 | Well Use: Dewatering | |
| DWR Applic. #: 20200145 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| 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: 16 ft. | ||
| Bore hole diameter: 20 inches to 35 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 10 in. to 15 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: 15 ft to 35 ft | |
| Gravel pack intervals | From: 20 ft to 35 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: W | Distance: 8 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 4 ft. | top soil | |
| From: 4 ft. to 16 ft. | clay | |
| From: 16 ft. to 30 ft. | fine-coarse sand with small gravel | |
| From: 30 ft. to 35 ft. | coarse sand with large gravel and rocks | |