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Specific Water Well Detail |
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| Location Info | |||
| Owner: Jerry's Alignment | Status: Constructed | ||
| Location: T8S, R39W, Sec. 19, NW NE NE | County: Sherman | ||
| Directions: 901 Main St., Goodland | |||
| Latitude: 39.3502983 | Longitude: -101.7104834 | Datum NAD 27 | |
| Latitude: 39.350298 | Longitude: -101.7109334 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 210 ft. | Elevation: ft. | |
| Static Water Level: 188.99 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-Sep-1997 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 9 | |
| Driller Info | ||
| Driller: Jay C. Woofter Pump & Well, Inc. | License #: 554 | |
| 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?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 4 in. to 180 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: Saw cut | |
| Screen-perforated intervals | From: 180 ft to 210 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 0 to 171 ft
From: 171 to 175 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to .5 ft. | Surface | |
| From: .5 ft. to 23 ft. | Loess | |
| From: 23 ft. to 43 ft. | Silt clay and sand lenses | |
| From: 43 ft. to 52 ft. | Clay and caliche | |
| From: 52 ft. to 54 ft. | Caliche | |
| From: 54 ft. to 65 ft. | Medium sand, caliche lens, and some clay lenses | |
| From: 65 ft. to 66 ft. | Clay | |
| From: 66 ft. to 75 ft. | Medium sand and gravel | |
| From: 75 ft. to 78 ft. | Clay and caliche | |
| From: 78 ft. to 91 ft. | Medium sand and gravel with clay layers | |
| From: 91 ft. to 100 ft. | Sandy clay with medium sand streaks | |
| From: 100 ft. to 109 ft. | Medium sand and gravel with rocks and clay | |
| From: 109 ft. to 123 ft. | Sandy clay and medium sand | |
| From: 123 ft. to 130 ft. | Sandy clay | |
| From: 130 ft. to 140 ft. | Sandy clay with sand streaks | |
| From: 140 ft. to 155 ft. | Sandy clay with cemented sand and some caliche | |
| From: 155 ft. to 162 ft. | Medium sand and gravel with clay streaks | |
| From: 162 ft. to 170 ft. | Sandy clay with sand streaks | |
| From: 170 ft. to 172 ft. | Cemented sand | |
| From: 172 ft. to 183 ft. | Sandy clay with some sand | |
| From: 183 ft. to 189 ft. | Fine to medium sand with clay layers | |
| From: 189 ft. to 192 ft. | Cemented sand with clay | |
| From: 192 ft. to 194 ft. | Medium sand and gravel with clay layers | |
| From: 194 ft. to 197 ft. | Cemented sand with clay | |
| From: 197 ft. to 206 ft. | Sandy clay with cemented sand and some sand | |
| From: 206 ft. to 208 ft. | Medium sand | |
| From: 208 ft. to 210 ft. | Sandy clay, medium sand, and cement streaks | |