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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: 902 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: 189.63 ft. | Est. Yield: gpm. | |
| Comp. Date: 17-Sep-1997 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 7 | |
| 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: 168 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 2 ft. | Surface | |
| From: 2 ft. to 20 ft. | Loess | |
| From: 20 ft. to 45 ft. | Clay and caliche | |
| From: 45 ft. to 56 ft. | Cemented sand with clay and caliche | |
| From: 56 ft. to 75 ft. | Medium sand and gravel with rocky clay layers | |
| From: 75 ft. to 82 ft. | Cemented sand | |
| From: 82 ft. to 91 ft. | Cemented sand with clay and sand streaks | |
| From: 91 ft. to 94 ft. | Medium sand | |
| From: 94 ft. to 98 ft. | Cemented sand with clay and caliche and some sand | |
| From: 98 ft. to 107 ft. | Medium sand and gravel with rocks and clay layers | |
| From: 107 ft. to 109 ft. | Cemented sand | |
| From: 109 ft. to 112 ft. | Cemented sand with clay and sand | |
| From: 112 ft. to 123 ft. | Medium sand and gravel with rocks | |
| From: 123 ft. to 128 ft. | Sandy clay with caliche | |
| From: 128 ft. to 155 ft. | Medium sand and gravel with cement and caliche streaks | |
| From: 155 ft. to 163 ft. | Medium sand and gravel with clay layers | |
| From: 163 ft. to 165 ft. | Cemented sand | |
| From: 165 ft. to 169 ft. | Medium sand and gravel | |
| From: 169 ft. to 170 ft. | Cemented sand | |
| From: 170 ft. to 172 ft. | Sandy clay | |
| From: 172 ft. to 180 ft. | Sandy clay with fine to medium sand streaks | |
| From: 180 ft. to 205 ft. | Medium sand and gravel with some clay | |