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Specific Water Well Detail |
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| Location Info | |||
| Owner: Winderlin, Alfred | Status: Constructed | ||
| Location: T17S, R32W, Sec. 7, NE | County: Scott | ||
| Directions: from Scott City: 6.25 mi N, 1 mi E, 3960' N, 1320' W | |||
| Latitude: 38.5949023 | Longitude: -100.8934596 | Datum NAD 27 | |
| Latitude: 38.5949193 | Longitude: -100.8938862 | 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: 240 ft. | Elevation: ft. | |
| Static Water Level: 120 ft. | Est. Yield: gpm. | |
| Comp. Date: 28-Dec-1982 | Well Use: Irrigation | |
| DWR Applic. #: 34070 | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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: Steel
Casing Joints: |
Diam: 16 in. to 200 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: Mill slot | |
| Screen-perforated intervals | From: 200 ft to 240 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 | From: 0 to 10 ft
From: 0 to 0 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 1 ft. | top soil | |
| From: 1 ft. to 50 ft. | brown clay | |
| From: 50 ft. to 95 ft. | brown clay and white rock (tight) | |
| From: 95 ft. to 110 ft. | brown clay and white rock 35% gravel | |
| From: 110 ft. to 125 ft. | brown sandy clay | |
| From: 125 ft. to 143 ft. | fine to med sand and gravel 10% clay (fairly loose) | |
| From: 143 ft. to 172 ft. | brown sandy clay | |
| From: 172 ft. to 185 ft. | fine sand 35% clay (loose) | |
| From: 185 ft. to 194 ft. | fine sand (loose) | |
| From: 194 ft. to 201 ft. | brown sandy clay | |
| From: 201 ft. to 234 ft. | fine to med sand and gravel 10% clay (loose) | |
| From: 234 ft. to 240 ft. | brown and yellow clay | |
| From: 240 ft. to 245 ft. | blue shale | |