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Specific Water Well Detail |
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| Location Info | |||
| Owner: Dave's Auto Repair | 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: 205 ft. | Elevation: ft. | |
| Static Water Level: 187.32 ft. | Est. Yield: gpm. | |
| Comp. Date: 17-Sep-1997 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 | |
| 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 175 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: 175 ft to 205 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 166 ft
From: 166 to 170 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. | Cement | |
| From: .5 ft. to 16 ft. | Loess | |
| From: 16 ft. to 42 ft. | Clay with some caliche | |
| From: 42 ft. to 44 ft. | Chert | |
| From: 44 ft. to 54 ft. | Sandy clay and caliche with chert streaks | |
| From: 54 ft. to 60 ft. | Medium sand and gravel with clay layers | |
| From: 60 ft. to 76 ft. | Medium sand and gravel with rocks and clay lenses | |
| From: 76 ft. to 78 ft. | Cemented sand | |
| From: 78 ft. to 86 ft. | Cemented sand with caliche, clay, and some sand | |
| From: 86 ft. to 94 ft. | Sandy clay with some caliche | |
| From: 94 ft. to 95 ft. | Hard cemented sand | |
| From: 95 ft. to 99 ft. | Cemented sand with clay and small sand streaks | |
| From: 99 ft. to 114 ft. | Medium sand and gravel with clay streaks | |
| From: 114 ft. to 118 ft. | Sandy clay with some sand | |
| From: 118 ft. to 124 ft. | Medium sand and gravel with clay streaks | |
| From: 124 ft. to 137 ft. | Fine to medium sand with clay | |
| From: 137 ft. to 142 ft. | Medium sand and gravel with rocks and clay | |
| From: 142 ft. to 155 ft. | Cemented sand with clay and small sand streaks | |
| From: 155 ft. to 193 ft. | Medium sand with clay layers | |
| From: 193 ft. to 194 ft. | Cemented sand | |
| From: 194 ft. to 205 ft. | Medium sand with cemented and clay streaks | |