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Specific Water Well Detail |
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| Location Info | |||
| Owner: D & L Service | Status: Constructed | ||
| Location: T3S, R36W, Sec. 20, NE SE NE | County: Rawlins | ||
| Directions: In McDonald | |||
| Latitude: 39.781201 | Longitude: -101.3733075 | Datum NAD 27 | |
| Latitude: 39.7811979 | Longitude: -101.3737477 | 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: 229.5 ft. | Elevation: ft. | |
| Static Water Level: 209.12 ft. | Est. Yield: gpm. | |
| Comp. Date: 13-Jun-1994 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 4 | |
| Driller Info | ||
| Driller: Maxim Tech./Kansas City | License #: 438 | |
| 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: 2 in. to 199 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: 199 ft to 229 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 2 ft
From: 2 to 195 ft From: 197 to 229 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 .5 ft. | top soil | |
| From: .5 ft. to 28 ft. | silt, soft, non cohesive, pale yellowish brown, damp | |
| From: 28 ft. to 38 ft. | silt, soft, non cohesive, pale yellowish brown, damp, some medium sand at 29.5 to 30 feet | |
| From: 38 ft. to 89 ft. | silt with clay, soft, some fine sand, moist, pale yellow brown | |
| From: 89 ft. to 100 ft. | clay, stiff, medium plasticity, damp, dark yellowish brown | |
| From: 100 ft. to 108 ft. | silt with clay, medium plasticity, pale yellowish brown, damp | |
| From: 108 ft. to 119 ft. | silt with more clay, medium plasticity, pale yellowish brown, damp | |
| From: 119 ft. to 129 ft. | clay, stiff, gypsum streaks, pale yellowish orange | |
| From: 129 ft. to 189 ft. | sand, fine gypsum streaking, some clay matrix, low plasticity, moist, pale yellowish orange | |
| From: 189 ft. to 219 ft. | sand, fine to medium, well graded, subangular, moderate yellowish brown, moist | |
| From: 219 ft. to 230 ft. | sand, fine to medium, well graded, subangular, moderate yellowish brown, saturated | |