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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Blue Rapids | Status: Constructed | ||
| Location: T4S, R7E, Sec. 20, NW SE SW SE | County: Marshall | ||
| Directions: from Hwy 9 and Park St, 310 feet NW in park, Blue Rapids | |||
| Latitude: 39.6837626 | Longitude: -96.663422 | Datum NAD 27 | |
| Latitude: 39.683765 | Longitude: -96.663717 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.683765 | GPS Longitude: -96.663717 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: 1121 ft. | |
| Static Water Level: 11.5 ft. | Est. Yield: 300 gpm. | |
| Comp. Date: 12-Oct-2020 | Well Use: Dewatering | |
| DWR Applic. #: 20200231 | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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: 17 ft. | ||
| Bore hole diameter: 20 inches to 40 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 10 in. to 40 ft | |
| Casing height above land surface: 24 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: 10 ft to 40 ft | |
| Gravel pack intervals | From: 8 ft to 40 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 8 ft | |
| Source of Possible Contamination | ||
| Source: Pool | ||
| Direction from well: E | Distance: 10 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 17 ft. | clay, fill | |
| From: 17 ft. to 31 ft. | fine-medium sand | |
| From: 31 ft. to 37.5 ft. | medium to coarse sand | |
| From: 37.5 ft. to 39 ft. | shale, gray | |
| From: 39 ft. to 40 ft. | limestone | |