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Specific Water Well Detail |
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| Location Info | |||
| Owner: GSI Engineering | Status: Constructed | ||
| Location: T15S, R5E, Sec. 23, NW NW NW NW | County: Morris | ||
| Directions: from S 2800 Rd and L Ave, 417' E and 50' S | |||
| Latitude: 38.7395227 | Longitude: -96.8519947 | Datum NAD 27 | |
| Latitude: 38.73953 | Longitude: -96.85229 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.73953 | GPS Longitude: -96.85229 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 83 ft. | Elevation: 1394 ft. | |
| Static Water Level: 16.79 ft. | Est. Yield: gpm. | |
| Comp. Date: 27-Mar-2020 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 18S | |
| Driller Info | ||
| Driller: Flint Hills Drilling #914 | License #: 914 | |
| 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?: No | ||
| Ground water encountered: 36 ft. | ||
| Bore hole diameter: 6 inches to 83 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 83 ft | |
| Casing height above land surface: 0 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: 73 ft to 83 ft | |
| Gravel pack intervals | From: 72 ft to 83 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 72 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | soil | |
| From: 3 ft. to 40 ft. | clay | |
| From: 40 ft. to 47 ft. | brown shale | |
| From: 47 ft. to 65 ft. | red gray shale | |
| From: 65 ft. to 75 ft. | gray shale | |
| From: 75 ft. to 83 ft. | gray limestone | |
| From: 83 ft. to 85 ft. | gray shale | |