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Specific Water Well Detail |
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| Location Info | |||
| Owner: Willinger, Bonnie | Status: Constructed | ||
| Location: T28S, R37W, Sec. 27, NW NE NW | County: Grant | ||
| Directions: Main and Hwy 160, Ulysses | |||
| Latitude: 37.5901027 | Longitude: -101.3572778 | Datum NAD 27 | |
| Latitude: 37.590123 | Longitude: -101.3577254 | 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: 85 ft. | Elevation: ft. | |
| Static Water Level: 71.39 ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Aug-1995 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 6 | |
| Driller Info | ||
| Driller: Will Purdon, Maximum/Kansas City Testing | License #: 589 | |
| 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: 72 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: 2 in. to 60 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: 60 ft to 85 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, Bentonite | From: 0 to 56 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to .2 ft. | Concrete | |
| From: .2 ft. to 7 ft. | Clayey silt, brown moist, soft and loose | |
| From: 7 ft. to 15 ft. | Sandy silt, reddish brown, moist sand fine grain poorly sorted sub rnd with trace of clay | |
| From: 15 ft. to 21 ft. | Sand, orangish brown, fine to very fine grain, sub rounded, loose and moist | |
| From: 21 ft. to 28 ft. | Clayey silt, brown, moist, med soft with small amounts of calcium | |
| From: 28 ft. to 34.8 ft. | Silty clay, light brown, moist, stiff and med plastic | |
| From: 34.8 ft. to 36 ft. | silty clay with minor specs of black residue, no odor | |
| From: 36 ft. to 40 ft. | Sandy clay, moist, stiff, slight plastic with minor specs of black residue | |
| From: 40 ft. to 48 ft. | Sandy silt, light brown, moist grading to damp, gravel. Some fine grain sand, lenses, through out interval | |
| From: 48 ft. to 70 ft. | Sand, gray, predominately, fine grain with some med grain, sub rounded, quartzitic, well graded and loose | |
| From: 70 ft. to 82 ft. | Sand, gray, med grain, loose quartzitic, well graded, sub rounded and wet | |
| From: 82 ft. to 85 ft. | Sandy clay, brown, moist and soft. | |