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Specific Water Well Detail |
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| Location Info | |||
| Owner: Mesa Limited Partnership | Status: Constructed | ||
| Location: T29S, R34W, Sec. 34, W2 NW SW | County: Haskell | ||
| Directions: from Satanta: 3.75 mi N, 2 mi W, .75 mi S, 470' E, 459' N | |||
| Latitude: 37.4804776 | Longitude: -101.0333213 | Datum NAD 27 | |
| Latitude: 37.4805021 | Longitude: -101.0337671 | 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: 425 ft. | Elevation: ft. | |
| Static Water Level: 290 ft. | Est. Yield: gpm. | |
| Comp. Date: 19-Aug-1988 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: Well 88-20 | |
| 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: PVC
Casing Joints: |
Diam: 4 in. to 365 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: Saw cut | |
| Screen-perforated intervals | From: 365 ft to 425 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: | ||
| 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 12 ft. | brown clay | |
| From: 12 ft. to 16 ft. | brown sandy clay | |
| From: 16 ft. to 35 ft. | brown sandy clay brown rock mixed | |
| From: 35 ft. to 41 ft. | fine to medium sand | |
| From: 41 ft. to 50 ft. | fine sand - 20% clay | |
| From: 50 ft. to 63 ft. | fine to medium sand | |
| From: 63 ft. to 75 ft. | fine to medium sand and gravel - loose | |
| From: 75 ft. to 84 ft. | brown clay | |
| From: 84 ft. to 91 ft. | fine to medium sand and gravel | |
| From: 91 ft. to 94 ft. | brown sandy clay | |
| From: 94 ft. to 117 ft. | fine to medium sand gravel | |
| From: 117 ft. to 127 ft. | medium coarse gravel | |
| From: 127 ft. to 130 ft. | fine to medium sand and gravel | |
| From: 130 ft. to 146 ft. | medium coarse gravel | |
| From: 146 ft. to 158 ft. | fine to medium sand and gravel - small clay streak | |
| From: 158 ft. to 217 ft. | fine to medium sand and gravel - tight | |
| From: 217 ft. to 223 ft. | fine to medium sand gravel - 10% clay | |
| From: 223 ft. to 251 ft. | brown clay | |
| From: 251 ft. to 269 ft. | fine to medium sand and gravel - tight | |
| From: 269 ft. to 286 ft. | fine to medium sand and gravel - 10% clay - tight | |
| From: 286 ft. to 313 ft. | brown clay | |
| From: 313 ft. to 351 ft. | fine to medium sand and gravel - small strip of clay - tight | |
| From: 351 ft. to 354 ft. | fine to medium sand and gravel - hard | |
| From: 354 ft. to 380 ft. | brown clay - hard pull down | |
| From: 380 ft. to 395 ft. | brown clay - tight | |
| From: 395 ft. to 425 ft. | brown clay - pull down | |