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Specific Water Well Detail |
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| Location Info | |||
| Owner: DeWerff, John | Status: Constructed | ||
| Location: T26S, R33W, Sec. 30, C NW | County: Finney | ||
| Directions: from Holcomb: 4.5 mi S, 1 mi W, 6 S, 1.75 E, 5.25 S, 1 E, 3960' N, 3855' W | |||
| Latitude: 37.7622594 | Longitude: -100.9752483 | Datum NAD 27 | |
| Latitude: 37.7622831 | Longitude: -100.975694 | 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: 585 ft. | Elevation: ft. | |
| Static Water Level: 195 ft. | Est. Yield: gpm. | |
| Comp. Date: 31-May-1995 | Well Use: Irrigation | |
| DWR Applic. #: 25420 | 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 form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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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 295 ft
Diam: 16 in. to 395 ft Diam: 16 in. to 435 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: 295 ft to 375 ft
From: 395 ft to 415 ft From: 435 ft to 585 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 45 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: W | Distance: 130 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 4 ft. | brown clay | |
| From: 4 ft. to 43 ft. | fine sand | |
| From: 43 ft. to 57 ft. | brown sandy clay | |
| From: 57 ft. to 66 ft. | fine to medium sand and gravel - 10% clay | |
| From: 66 ft. to 99 ft. | fine to medium sand and gravel - loose | |
| From: 99 ft. to 115 ft. | medium coarse gravel | |
| From: 115 ft. to 118 ft. | brown clay | |
| From: 118 ft. to 128 ft. | medium coarse gravel | |
| From: 128 ft. to 137 ft. | brown sandy clay | |
| From: 137 ft. to 148 ft. | fine to medium sand and gravel | |
| From: 148 ft. to 159 ft. | brown clay | |
| From: 159 ft. to 175 ft. | fine to medium sand and gravel | |
| From: 175 ft. to 202 ft. | brown gray clay | |
| From: 202 ft. to 209 ft. | fine to medium sand and gravel | |
| From: 209 ft. to 214 ft. | fine to medium sand and gravel - small clay strip | |
| From: 214 ft. to 218 ft. | brown clay | |
| From: 218 ft. to 227 ft. | fine to medium sand and gravel | |
| From: 227 ft. to 230 ft. | brown sandy clay | |
| From: 230 ft. to 262 ft. | blue clay | |
| From: 262 ft. to 275 ft. | blue clay - 25% fine to medium sand | |
| From: 275 ft. to 280 ft. | fine to medium sand - loose | |
| From: 280 ft. to 285 ft. | brown sandy clay - small gravel strip | |
| From: 285 ft. to 291 ft. | fine to medium sand and gravel | |
| From: 291 ft. to 294 ft. | brown sandy clay | |
| From: 294 ft. to 313 ft. | fine to medium sand and gravel | |
| From: 313 ft. to 321 ft. | brown sandy clay | |
| From: 321 ft. to 328 ft. | fine to medium sand and gravel - loose | |
| From: 328 ft. to 383 ft. | brown sandy clay | |
| From: 383 ft. to 425 ft. | brown clay white rock mixed | |
| From: 425 ft. to 464 ft. | brown clay | |
| From: 464 ft. to 482 ft. | fine to medium sand and gravel - loose | |
| From: 482 ft. to 511 ft. | brown clay | |
| From: 511 ft. to 519 ft. | brown rock - loose | |
| From: 519 ft. to 525 ft. | brown rock - tight | |
| From: 525 ft. to 538 ft. | brown rock - hard | |
| From: 538 ft. to 554 ft. | brown rock hard and loose strip - 10% clay | |
| From: 554 ft. to 560 ft. | yellow clay - 15% sandstone mixed - hard pull down | |
| From: 560 ft. to 580 ft. | yellow clay - 15% sandstone mixed - tight | |
| From: 580 ft. to 588 ft. | yellow clay - hard | |
| From: 588 ft. to 590 ft. | shale - hard | |