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Specific Water Well Detail |
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| Location Info | |||
| Owner: Nightengale, Ervin | Status: Constructed | ||
| Location: T16S, R34W, Sec. 21, SW NE SW | County: Scott | ||
| Directions: from Scott City: 7. 5 mi N, 4 mi W, 1 mi N, 5 mi W, 2.25 mi N, .75 mi W | |||
| Latitude: 38.6460472 | Longitude: -101.0856383 | Datum NAD 27 | |
| Latitude: 38.6460636 | Longitude: -101.0860693 | 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: 197 ft. | Elevation: ft. | |
| Static Water Level: 154 ft. | Est. Yield: 400 gpm. | |
| Comp. Date: 10-Jun-1977 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: Test 1 | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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:
Casing Joints: |
Diam: 0 in. to 0 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: | Screen Openings: | |
| Screen-perforated intervals | From: 172 ft to 192 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 4 ft. | top soil | |
| From: 4 ft. to 20 ft. | brown clay | |
| From: 20 ft. to 36 ft. | brown sandy clay | |
| From: 36 ft. to 41 ft. | white clay mixed with white rock and gravel streak | |
| From: 41 ft. to 48 ft. | white clay mixed with white rock, hard | |
| From: 48 ft. to 72 ft. | cemented sandstone | |
| From: 72 ft. to 83 ft. | brown sandy clay | |
| From: 83 ft. to 95 ft. | fine sand mixed with brown rock tight | |
| From: 95 ft. to 103 ft. | fine to medium sand and gravel | |
| From: 103 ft. to 112 ft. | brown sandy clay | |
| From: 112 ft. to 127 ft. | fine to med sand and gravel | |
| From: 127 ft. to 140 ft. | cemented sandstone mixed with gravel and rock | |
| From: 140 ft. to 174 ft. | fine sand and stone med sand | |
| From: 174 ft. to 185 ft. | fine to med sand | |
| From: 185 ft. to 192 ft. | fine to med sand and gravel loose | |
| From: 192 ft. to 197 ft. | yellow clay | |
| From: 197 ft. to 199 ft. | shale | |