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Specific Water Well Detail |
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| Location Info | |||
| Owner: Diederich, Jerod | Status: Constructed | ||
| Location: T2S, R5E, Sec. 9, NE NW SE SW | County: Washington | ||
| Directions: 404 S. Hanover St, Hanover | |||
| Latitude: 39.8887387 | Longitude: -96.8740496 | Datum NAD 27 | |
| Latitude: 39.888743 | Longitude: -96.874356 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.888743 | GPS Longitude: -96.874356 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 98 ft. | Elevation: ft. | |
| Static Water Level: 43 ft. | Est. Yield: 80 gpm. | |
| Comp. Date: 16-Aug-2021 | Well Use: Domestic, Lawn and Garden | |
| 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: 50 ft. | ||
| Bore hole diameter: 10 inches to 100 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 98 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: 78 ft to 98 ft | |
| Gravel pack intervals | From: 23 ft to 98 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 23 ft | |
| Source of Possible Contamination | ||
| Source: House | ||
| Direction from well: S | Distance: 10 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 16 ft. | clay and sandy clay | |
| From: 16 ft. to 50 ft. | shale | |
| From: 50 ft. to 85 ft. | shale, red, weathered shale | |
| From: 85 ft. to 100 ft. | fractured limestone | |