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Specific Water Well Detail |
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| Location Info | |||
| Owner: Neuerberg, Gladys | Status: Constructed | ||
| Location: T24S, R34W, Sec. 9, SW SE NW | County: Finney | ||
| Directions: from Holcomb, 4.5 mi W on River Rd, 0.5 mi N, and 0.25 E | |||
| Latitude: 37.982421 | Longitude: -101.060223 | Datum NAD 27 | |
| Latitude: 37.9824442 | Longitude: -101.0606682 | 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: 355 ft. | Elevation: ft. | |
| Static Water Level: 47 ft. | Est. Yield: 1300 gpm. | |
| Comp. Date: 31-Oct-1978 | 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 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:
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: 310 ft to 350 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 2 ft. | top soil | |
| From: 2 ft. to 4 ft. | brown clay 15% sand | |
| From: 4 ft. to 16 ft. | fine to medium sand and gravel (loose) | |
| From: 16 ft. to 35 ft. | med. coarse gravel loose | |
| From: 35 ft. to 47 ft. | coarse gravel (loose) | |
| From: 47 ft. to 90 ft. | brown sandy clay | |
| From: 90 ft. to 95 ft. | blue clay | |
| From: 95 ft. to 101 ft. | fine to medium sand and gravel (loose) | |
| From: 101 ft. to 143 ft. | blue clay | |
| From: 143 ft. to 166 ft. | fine to medium sand gravel (loose) | |
| From: 166 ft. to 204 ft. | brown sandy clay | |
| From: 204 ft. to 216 ft. | brown sandy clay small white rock no good | |
| From: 216 ft. to 247 ft. | brown sandy clay layer of rock hard pull down | |
| From: 247 ft. to 254 ft. | brown clay | |
| From: 254 ft. to 258 ft. | fine to medium sand and gravel | |
| From: 258 ft. to 282 ft. | brown clay | |
| From: 282 ft. to 293 ft. | fine to medium sand and gravel 35% clay (tight) | |
| From: 293 ft. to 303 ft. | fine to medium sand and gravel 20% clay | |
| From: 303 ft. to 354 ft. | fine to medium sand and gravel mixed with small yellow rock (loose) | |
| From: 354 ft. to 385 ft. | yellow clay yellow rock mixed hard pull down | |
| From: 385 ft. to 390 ft. | shale pull down | |