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Specific Water Well Detail |
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| Location Info | |||
| Owner: Helmerich and Payne Inc. | Status: Constructed | ||
| Location: T26S, R34W, Sec. 19, NW SE NW | County: Finney | ||
| Directions: from Holcomb, 14.5 mi S and 5.5 mi W | |||
| Latitude: 37.7755778 | Longitude: -101.083545 | Datum NAD 27 | |
| Latitude: 37.7755998 | Longitude: -101.0839927 | 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: 330 ft. | Elevation: ft. | |
| Static Water Level: 149 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-Jun-1987 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 1 | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. Inc. | License #: 145 | |
| 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: PVC
Casing Joints: |
Diam: 4 in. to 330 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: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 140 ft to 330 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: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 7 ft. | sand | |
| From: 7 ft. to 37 ft. | brown, sandy clay | |
| From: 37 ft. to 87 ft. | sand, fine to med., small to large gravel and few cobblestones connected and few clay streaks | |
| From: 87 ft. to 93 ft. | brown sandy clay | |
| From: 93 ft. to 98 ft. | sand, fine to med. Small gravel | |
| From: 98 ft. to 110 ft. | brown, sandy clay caliche | |
| From: 110 ft. to 117 ft. | sand, fine to medium coarse | |
| From: 117 ft. to 127 ft. | white sandy clay, rock ledges | |
| From: 127 ft. to 159 ft. | sand fine to med., coarse few small gravel | |
| From: 159 ft. to 181 ft. | brown clay and rock ledges | |
| From: 181 ft. to 187 ft. | sand fine to medium coarse | |
| From: 187 ft. to 202 ft. | brown, clay and few rock ledges | |
| From: 202 ft. to 228 ft. | brown, sandy clay, limerock ledges and few sand streaks | |
| From: 228 ft. to 250 ft. | sand fine ro medium coarse few clay and rock streaks | |
| From: 250 ft. to 263 ft. | sand fine to medium coarse small gravel cemented ledges | |
| From: 263 ft. to 275 ft. | brown sandy clay and few sand streaks | |
| From: 275 ft. to 307 ft. | sand fine to medium coarse and brown sandy clay and limerock | |
| From: 307 ft. to 315 ft. | brown sandy clay, limerock | |
| From: 315 ft. to 330 ft. | sand fine to medium coarse | |
| From: 330 ft. to 350 ft. | brown sandy clay, limerock ledges | |
| From: 350 ft. to 359 ft. | sand fine small and few clay streaks | |
| From: 359 ft. to 403 ft. | brown sandy clay and few fine sand streaks | |
| From: 403 ft. to 419 ft. | sand fine to med, coarse small brown gravel | |
| From: 419 ft. to 430 ft. | brown clay limerock | |
| From: 430 ft. to 448 ft. | brown rock and sandstone | |
| From: 448 ft. to 460 ft. | soapstone | |