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Specific Water Well Detail |
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| Location Info | |||
| Owner: Damman, Pat | Status: Constructed | ||
| Location: T5S, R2E, Sec. 8, SE SE SW SW | County: Washington | ||
| Directions: 831 4th Rd., Clifton | |||
| Latitude: 39.6252975 | Longitude: -97.2330914 | Datum NAD 27 | |
| Latitude: 39.6253 | Longitude: -97.2334 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.6253 | GPS Longitude: -97.2334 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 94 ft. | Elevation: 1385 ft. | |
| Static Water Level: 65 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 27-Sep-2013 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Peterson Irrigation, Inc. | License #: 138 | |
| 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: 65 ft. | ||
| Bore hole diameter: 9 inches to 133 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 74 ft | |
| Casing height above land surface: 12 in
Casing Weight: 2.37 lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 74 ft to 94 ft | |
| Gravel pack intervals | From: 21 ft to 94 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 21 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: NE | Distance: 200 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | Topsoil | |
| From: 3 ft. to 9 ft. | Clay, tan/soft | |
| From: 9 ft. to 40 ft. | Sandstone, soft with hard spots | |
| From: 40 ft. to 128 ft. | Sandstone, soft | |
| From: 128 ft. to 131 ft. | Hard sand rock | |
| From: 131 ft. to 133 ft. | Shale, gray | |