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Specific Water Well Detail |
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| Location Info | |||
| Owner: Young, V.M. | Status: Constructed | ||
| Location: T16S, R39W, Sec. 15, SW NW SW | County: Greeley | ||
| Directions: From stop light in Leoti, 12 miles North, 12.6 miles West, North side of road | |||
| Latitude: 38.6593663 | Longitude: -101.6208373 | Datum NAD 27 | |
| Latitude: 38.6593799 | Longitude: -101.6212833 | 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: 188 ft. | Elevation: ft. | |
| Static Water Level: 122 ft. | Est. Yield: 450 gpm. | |
| Comp. Date: 29-Feb-1976 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| 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: 158 ft to 188 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 3 ft. | Top soil | |
| From: 3 ft. to 16 ft. | Brown sandy clay | |
| From: 16 ft. to 27 ft. | Brown sandy clay and white rock mixture | |
| From: 27 ft. to 41 ft. | Fine to medium sand and gravel (tight) | |
| From: 41 ft. to 50 ft. | Fine to medium sand and gravel, streaks of clay and white rock (20%) | |
| From: 50 ft. to 62 ft. | Brown sandy clay and white rock mixture | |
| From: 62 ft. to 93 ft. | Brown sandy clay | |
| From: 93 ft. to 127 ft. | Fine to medium sand, streaks of clay (20%) | |
| From: 127 ft. to 143 ft. | Fine to medium sand and fine gravel, streaks of clay and white rock (15%) (tight) | |
| From: 143 ft. to 148 ft. | Fine to medium sand and gravel (tight) | |
| From: 148 ft. to 169 ft. | Fine to medium sand and gravel (little tight) | |
| From: 169 ft. to 172 ft. | Brown clay | |
| From: 172 ft. to 178 ft. | Fine to medium sand and gravel | |
| From: 178 ft. to 181 ft. | Yellow and white clay | |
| From: 181 ft. to 185 ft. | Shale | |