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Specific Water Well Detail |
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| Location Info | |||
| Owner: Koehn, David John | Status: Constructed | ||
| Location: T27S, R30W, Sec. 25, SW NE SW | County: Gray | ||
| Directions: S of Pierceville to church: 7 mi E, .75 mi N, .25 mi W | |||
| Latitude: 37.6686906 | Longitude: -100.5551385 | Datum NAD 27 | |
| Latitude: 37.6687139 | Longitude: -100.5555692 | 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 | |||
| General Info | ||
| Well Depth: 343 ft. | Elevation: ft. | |
| Static Water Level: 122 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 31-May-1976 | Well Use: Irrigation | |
| DWR Applic. #: | 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:
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: 150 ft to 343 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 58 ft. | Fine to Medium Sand (Tight) | |
| From: 58 ft. to 109 ft. | Fine to Medium Sand, Streaks of Brown and White Clay (25%) (Tight) | |
| From: 109 ft. to 125 ft. | Fine to Medium Sand and Gravel, Streaks of Clay (10%) | |
| From: 125 ft. to 139 ft. | Fine to Medium Sand and Gravel (Loose) | |
| From: 139 ft. to 157 ft. | Medium to Coarse Gravel (Loose) | |
| From: 157 ft. to 168 ft. | Fine to Medium Sand and Gravel, Streaks of Clay (10%) | |
| From: 168 ft. to 186 ft. | Fine to Medium Sand and Gravel (Loose) | |
| From: 186 ft. to 200 ft. | Fine to Medium Sand and Gravel, Streaks of Clay (10%) | |
| From: 200 ft. to 215 ft. | Fine to Medium Sand and Gravel, Streaks of White Rock (10%) | |
| From: 215 ft. to 232 ft. | Brown Sandy Clay, Streaks of White Rock (10%) | |
| From: 232 ft. to 241 ft. | Fine to Medium Sand, Streaks of Clay and White Rock (20%) (Tight) | |
| From: 241 ft. to 260 ft. | Fine to Medium Sand, Streaks of Clay (10%) | |
| From: 260 ft. to 277 ft. | Fine to Medium Sand, Streaks of Clay and White Rock (20%) (Tight) | |
| From: 277 ft. to 290 ft. | Fine to Medium Sand, Streaks of Clay (10%) | |
| From: 290 ft. to 320 ft. | Fine to Medium Sand (Loose) | |
| From: 320 ft. to 343 ft. | Fine to Medium Sand and gravel (Loose) | |
| From: 343 ft. to 347 ft. | Yellow Clay | |
| From: 347 ft. to 350 ft. | Shale | |