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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: Southwest corner of 9th and Main, 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: 191.27 ft. | Est. Yield: gpm. | |
| Comp. Date: 12-Nov-1997 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 2 | |
| 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: 400 in. to 1800 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: 1890 ft to 2100 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 3000 ft
From: 3 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 2 ft. | Surface | |
| From: 2 ft. to 20 ft. | Loess | |
| From: 20 ft. to 30 ft. | Clay and caliche | |
| From: 30 ft. to 47 ft. | Sandy clay and caliche | |
| From: 47 ft. to 57 ft. | Caliche and clay | |
| From: 57 ft. to 66 ft. | Medium sand and gravel | |
| From: 66 ft. to 69 ft. | Cemented sand with clay and some sand | |
| From: 69 ft. to 74 ft. | Sandy clay and caliche | |
| From: 74 ft. to 84 ft. | Cemented sand, clay, caliche, and some sand | |
| From: 84 ft. to 93 ft. | Fine sand with clay streaks | |
| From: 93 ft. to 98 ft. | Hard cemented sand | |
| From: 98 ft. to 102 ft. | Sandy clay and caliche | |
| From: 102 ft. to 114 ft. | Medium sand and gravel with clay layers | |
| From: 114 ft. to 118 ft. | Sandy clay | |
| From: 118 ft. to 124 ft. | Semi-tight medium sand with clay | |
| From: 124 ft. to 138 ft. | Fine to medium sand with clay and some cement | |
| From: 138 ft. to 143 ft. | Fine to medium sand with clay lens | |
| From: 143 ft. to 158 ft. | Sandy clay with caliche and some sand | |
| From: 158 ft. to 178 ft. | Medium sand and gravel with clay lens | |
| From: 178 ft. to 179 ft. | Cemented sand | |
| From: 179 ft. to 180 ft. | Medium sand and gravel with clay layers | |
| From: 180 ft. to 186 ft. | Medium sand with cemented streaks | |
| From: 186 ft. to 205 ft. | Medium sand and gravel with fine clay lens | |
| From: 205 ft. to 210 ft. | Cemented sand with clay and caliche and some sand | |