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Specific Water Well Detail |
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| Location Info | |||
| Owner: Unger, Chuck | Status: Constructed | ||
| Location: T1S, R31W, Sec. 10, NW NWNW | County: Rawlins | ||
| Directions: from Herndon, 8 mi N | |||
| Latitude: 39.9867139 | Longitude: -100.7935445 | Datum NAD 27 | |
| Latitude: 39.9867173 | Longitude: -100.793976 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 232 ft. | Elevation: ft. | |
| Static Water Level: 166 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 19-Oct-1992 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Burton Well Drilling, Inc. | License #: 425 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 166 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 170 ft after 1 hours pumping 7 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 4 in. to 214 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: 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: 213 ft to 231 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 7 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 39 ft. | soil and clay | |
| From: 39 ft. to 64 ft. | sandstone, clay, and lime | |
| From: 64 ft. to 66 ft. | fine to good sand and clay and line | |
| From: 66 ft. to 73 ft. | sandstone, sandy clay, and lime | |
| From: 73 ft. to 74 ft. | lime, solid | |
| From: 74 ft. to 85 ft. | sandstone, clay, and lime | |
| From: 85 ft. to 95 ft. | fine sand to small gravel | |
| From: 95 ft. to 114 ft. | clay and joint clay, some sandstone and lime | |
| From: 114 ft. to 135 ft. | sandstone, clay, and lime | |
| From: 135 ft. to 146 ft. | good P. sandstone and some lime | |
| From: 146 ft. to 155 ft. | sandstone, clay, and lime | |
| From: 155 ft. to 162 ft. | sticky clay and joint clay | |
| From: 162 ft. to 172 ft. | sandstone, clay, and lime | |
| From: 172 ft. to 187 ft. | P. sandstone and some clay and lime | |
| From: 187 ft. to 192 ft. | sandy clay | |
| From: 192 ft. to 199 ft. | fine sand | |
| From: 199 ft. to 208 ft. | sandstone, clay, and lime | |
| From: 208 ft. to 214 ft. | P. sandstone, sandy clay, and lime | |
| From: 214 ft. to 216 ft. | sandy clay | |
| From: 216 ft. to 224 ft. | fine sand | |
| From: 224 ft. to 225 ft. | lime | |
| From: 225 ft. to 231 ft. | fine to good sand, some lime | |
| From: 231 ft. to 237 ft. | shale | |