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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Hugoton | Status: Constructed | ||
| Location: T33S, R37W, Sec. 16, SW SW SW | County: Stevens | ||
| Directions: From French St. and West City Limits St., 40 feet East and 138 feet North | |||
| Latitude: 37.1707259 | Longitude: -101.3555734 | Datum NAD 27 | |
| Latitude: 37.1707507 | Longitude: -101.3560094 | 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: 574 ft. | Elevation: ft. | |
| Static Water Level: 87.33 ft. | Est. Yield: gpm. | |
| Comp. Date: 12-Apr-1985 | Well Use: Public Water Supply | |
| DWR Applic. #: 37234 | Other ID: Well 9 | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Layne-Christensen Co. | License #: 102 | |
| 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?: Yes
Water Well disinfected?: | ||
| Ground water encountered: 182 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 315 ft after 18 hours pumping 1000 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 574 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: Stainless Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 471 ft to 491 ft
From: 499 ft to 509 ft From: 519 ft to 569 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: Sewer lines | ||
| 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 20 ft. | brown clay | |
| From: 20 ft. to 25 ft. | gray clay | |
| From: 25 ft. to 40 ft. | fine sand | |
| From: 40 ft. to 50 ft. | brown clay | |
| From: 50 ft. to 87 ft. | fine and coarse sand, with clay streak | |
| From: 87 ft. to 100 ft. | brown clay | |
| From: 100 ft. to 130 ft. | sandy white clay; fine sand and gyp | |
| From: 130 ft. to 154 ft. | brown sandy clay, fine sand and gyp | |
| From: 154 ft. to 182 ft. | brown sandy clay | |
| From: 182 ft. to 205 ft. | fine and coarse sand, clay streaks | |
| From: 205 ft. to 220 ft. | fine sand, clay streaks | |
| From: 220 ft. to 240 ft. | red sandy clay | |
| From: 240 ft. to 365 ft. | very fine sand, red clay | |
| From: 365 ft. to 385 ft. | fine and medium sand, trace clay | |
| From: 385 ft. to 425 ft. | fine and medium sand | |
| From: 425 ft. to 444 ft. | fine and medium sand, some clay | |
| From: 444 ft. to 472 ft. | red and white clay, sand | |
| From: 472 ft. to 510 ft. | medium-coarse sand | |
| From: 510 ft. to 515 ft. | sandy clay | |
| From: 515 ft. to 573 ft. | medium-coarse sand, small gravel | |
| From: 573 ft. to 582 ft. | red bed | |