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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Scott City | Status: Constructed | ||
| Location: T18S, R32W, Sec. 19, SE NW NW SW | County: Scott | ||
| Directions: from Hwy 83 and Nonnamaker Ave in Scott City, 180 yards E and 30 yards N | |||
| Latitude: 38.47367 | Longitude: -100.90487 | Datum NAD 27 | |
| Latitude: 38.4736879 | Longitude: -100.9052969 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.47367 | GPS Longitude: -100.90487 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 220 ft. | Elevation: 2958 ft. | |
| Static Water Level: 137 ft. | Est. Yield: 300 gpm. | |
| Comp. Date: 01-Sep-2015 | Well Use: Public Water Supply | |
| DWR Applic. #: SC-1 | Other ID: Well 8 | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, Inc. | License #: 145 | |
| 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?: Yes | ||
| Ground water encountered: 137 ft. | ||
| Pump test data: Well water was 167 ft after 2 hours pumping 300 gpm | ||
| Bore hole diameter: 24 inches to 220 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 220 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .375 | ||
| Screen and Perforation Info | ||
| Screen Type: Stainless steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 160 ft to 200 ft | |
| Gravel pack intervals | From: 25 ft to 220 ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 5 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 25 ft. | brown clay | |
| From: 25 ft. to 31 ft. | coarse sand, small gravel, and white broken rock | |
| From: 31 ft. to 42 ft. | sticky light brown clay | |
| From: 42 ft. to 58 ft. | medium to coarse sand with some small gravel | |
| From: 58 ft. to 62 ft. | brown clay | |
| From: 62 ft. to 72 ft. | medium to coarse sand with some small gravel | |
| From: 72 ft. to 82 ft. | light sandy brown clay | |
| From: 82 ft. to 100 ft. | medium to coarse sand and small gravel | |
| From: 100 ft. to 116 ft. | soft sticky brown clay | |
| From: 116 ft. to 128 ft. | brown clay, gypsum, and few small fine sand streaks | |
| From: 128 ft. to 132 ft. | medium to coarse small gravel | |
| From: 132 ft. to 135 ft. | cemented sand | |
| From: 135 ft. to 138 ft. | brown clay | |
| From: 138 ft. to 144 ft. | cemented sand | |
| From: 144 ft. to 151 ft. | medium to coarse sand and small gravel | |
| From: 151 ft. to 156 ft. | brown clay, gypsum, and cemented sand | |
| From: 156 ft. to 160 ft. | coarse sand, small gravel, and white broken rock | |
| From: 160 ft. to 169 ft. | medium to coarse sand and small light brown clay | |
| From: 169 ft. to 178 ft. | cemented sand with few brown clay streaks | |
| From: 178 ft. to 188 ft. | medium to coarse sand, small gravel, and white broken chips | |
| From: 188 ft. to 189 ft. | light brown clay | |
| From: 189 ft. to 194 ft. | medium sand and some small gravel with broken white chips | |
| From: 194 ft. to 198 ft. | brown clay, few small fine to medium sand | |
| From: 198 ft. to 204 ft. | yellow soapstone | |
| From: 204 ft. to 206 ft. | gray shale | |