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Specific Water Well Detail |
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| Location Info | |||
| Owner: Merritt, Tommy | Status: Constructed | ||
| Location: T28S, R37W, Sec. 27, SW SE SW | County: Grant | ||
| Directions: Main and Hwy 160, Ulysses | |||
| Latitude: 37.5773965 | Longitude: -101.3573296 | Datum NAD 27 | |
| Latitude: 37.5774172 | Longitude: -101.357777 | 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: 80 ft. | Elevation: ft. | |
| Static Water Level: 71.88 ft. | Est. Yield: gpm. | |
| Comp. Date: 18-Jul-1995 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 5 | |
| 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 80 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 53 ft
From: 53 to 56 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 1 ft. | crushed rock | |
| From: 1 ft. to 7 ft. | Silt, gray brown, damp, low plasticity, stiff | |
| From: 7 ft. to 14 ft. | Silty clay, medium brown to reddish brown, damp, moderate plasticity, stiff | |
| From: 14 ft. to 18 ft. | Clayey sand, brown to reddish brown, damp, med dense, well graded sub rounded. | |
| From: 18 ft. to 24 ft. | clayey silt, light brown, damp, low plasticity, stiff, carbon specks | |
| From: 24 ft. to 45 ft. | clay, gray brown, damp, moderate plasticity, stiff and carbon specks. | |
| From: 45 ft. to 50 ft. | Sandy silt, gray brown, damp, low to moderate, plasticity and stiff | |
| From: 50 ft. to 58 ft. | Silty sand light gray, moist, fine to med grain size, dense well graded, subround to round | |
| From: 58 ft. to 68 ft. | Clayey sand, gray brown, moist, fine grained, well graded and dense | |
| From: 68 ft. to 80 ft. | Sand, gray brown, moist, fine to med grained, well graded, loose sub round to rounded | |
| From: 80 ft. to 82 ft. | clayey sand, gray brown moist fine grained, well graded, dense subrounded. | |