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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, NW SW SW | County: Gray | ||
| Directions: from Montezuma: .25 mi SW on Hwy 56, 3.5 mi N, 5 mi W, 1 mi N - from SE corner of section: 1030' N, 5215' W | |||
| Latitude: 37.6668371 | Longitude: -100.5597196 | Datum NAD 27 | |
| Latitude: 37.6668603 | Longitude: -100.5601505 | 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: 340 ft. | Elevation: ft. | |
| Static Water Level: 162 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-Jul-1989 | Well Use: Irrigation | |
| DWR Applic. #: 4809 and 15288 | Other ID: Test 2 | |
| 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 190 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: 190 ft to 340 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: Abandoned water well | ||
| 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 54 ft. | Fine sand | |
| From: 54 ft. to 108 ft. | Brown clay | |
| From: 108 ft. to 127 ft. | Fine to medium sand and gravel | |
| From: 127 ft. to 137 ft. | Fine to medium sand and gravel - some coarse gravel | |
| From: 137 ft. to 161 ft. | Brown sandy clay | |
| From: 161 ft. to 167 ft. | Fine to medium sand and gravel | |
| From: 167 ft. to 172 ft. | Brown sandy clay | |
| From: 172 ft. to 178 ft. | Fine to medium sand and gravel - loose | |
| From: 178 ft. to 188 ft. | Brown sandy clay | |
| From: 188 ft. to 195 ft. | Fine to medium sand gravel - hard loose streak | |
| From: 195 ft. to 199 ft. | Brown sandy clay | |
| From: 199 ft. to 203 ft. | Fine to medium sand and gravel | |
| From: 203 ft. to 228 ft. | Brown sandy clay white rock mixed | |
| From: 228 ft. to 241 ft. | Fine sand - loose | |
| From: 241 ft. to 244 ft. | Brown sandy clay | |
| From: 244 ft. to 253 ft. | Fine sand - loose | |
| From: 253 ft. to 285 ft. | Brown clay | |
| From: 285 ft. to 290 ft. | Fine sand - loose | |
| From: 290 ft. to 310 ft. | Brown clay | |
| From: 310 ft. to 336 ft. | Fine to medium sand and gravel - yellow brown rock mixed - loose | |
| From: 336 ft. to 350 ft. | Yellow clay - hard pull down | |
| From: 350 ft. to 355 ft. | Shale | |
| From: 355 ft. to 365 ft. | Shale - hard | |