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Specific Water Well Detail |
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| Location Info | |||
| Owner: Young Trust 2 | Status: Constructed | ||
| Location: T16S, R41W, Sec. 7, N2 NE SW | County: Greeley | ||
| Directions: From Tribune, 13 miles North, 8 miles West, 1.5 miles North, and 0.4 mile East | |||
| Latitude: 38.6753906 | Longitude: -101.8942719 | Datum NAD 27 | |
| Latitude: 38.675403 | Longitude: -101.8947248 | 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: 320 ft. | Elevation: ft. | |
| Static Water Level: 197 ft. | Est. Yield: gpm. | |
| Comp. Date: 12-May-1989 | Well Use: Irrigation | |
| DWR Applic. #: 39231 | 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: 197 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 235 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: Steel | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 235 ft to 320 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 20 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 5 ft. | Top soil | |
| From: 5 ft. to 35 ft. | Brown sandy clay | |
| From: 35 ft. to 95 ft. | Fine sand and sandy clay | |
| From: 95 ft. to 120 ft. | Fine, medium loose sand and gravel, loose | |
| From: 120 ft. to 125 ft. | Brown sandy clay | |
| From: 125 ft. to 140 ft. | Brown clay, tight spots | |
| From: 140 ft. to 175 ft. | Fine, medium, coarse sand and gravel, loose | |
| From: 175 ft. to 185 ft. | Fine, medium, coarse sand and gravel and sandy clay, 50% | |
| From: 185 ft. to 200 ft. | Fine, medium, coarse sand and gravel, loose, 20% clay, tight spots | |
| From: 200 ft. to 215 ft. | Fine, medium, coarse sand | |
| From: 215 ft. to 245 ft. | Fine, medium, coarse sand, fine gravel, 5% clay, loose | |
| From: 245 ft. to 260 ft. | Fine, medium, coarse sand, fine gravel, 10% clay, loose | |
| From: 260 ft. to 280 ft. | Fine, medium, coarse sand, fine gravel, 2% clay, loose | |
| From: 280 ft. to 290 ft. | Fine, medium, coarse sand and gravel, loose, 20% clay | |
| From: 290 ft. to 316 ft. | Fine, medium, coarse sand and gravel, loose and good | |
| From: 316 ft. to 320 ft. | Brown sandy clay | |
| From: 320 ft. to 331 ft. | Brown and yellow and red clay streak | |
| From: 331 ft. to 335 ft. | Shale, hard, tight | |