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Specific Water Well Detail |
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| Location Info | |||
| Owner: Viar, Ed | Status: Constructed | ||
| Location: T17S, R9E, Sec. 9, SE NE NE NW | County: Morris | ||
| Directions: 2012 400 Rd, Council Grove | |||
| Latitude: 38.5927386 | Longitude: -96.418206 | Datum NAD 27 | |
| Latitude: 38.59275 | Longitude: -96.41849 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.59275 | GPS Longitude: -96.41849 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 48 ft. | Elevation: 1199 ft. | |
| Static Water Level: 23 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 29-Apr-2013 | Well Use: Domestic | |
| DWR Applic. #: | 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: 28 ft. | ||
| Bore hole diameter: 10 inches to 48 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Clamped |
Diam: 6 in. to 48 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 28 ft to 48 ft | |
| Gravel pack intervals | From: 23 ft to 48 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 23 ft | |
| Source of Possible Contamination | ||
| Source: Lateral lines | ||
| Direction from well: N | Distance: 110 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | Soil | |
| From: 3 ft. to 28 ft. | Clay, brown | |
| From: 28 ft. to 29 ft. | Gravel | |
| From: 29 ft. to 32 ft. | Shale | |
| From: 32 ft. to 33 ft. | Limestone | |
| From: 33 ft. to 48 ft. | Shale, gray | |