|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Scott City Country Club | Status: Constructed | ||
| Location: T18S, R32W, Sec. 18, SW NE NW | County: Scott | ||
| Directions: from Scott City: 1 mi N | |||
| Latitude: 38.4942492 | Longitude: -100.9009438 | Datum NAD 27 | |
| Latitude: 38.4942682 | Longitude: -100.9013716 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 220 ft. | Elevation: ft. | |
| Static Water Level: 120 ft. | Est. Yield: 1000 gpm. | |
| Comp. Date: 08-Feb-1990 | Well Use: Irrigation | |
| DWR Applic. #: 14483 | Other ID: Test 1 | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. 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. | |
|
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: Steel
Casing Joints: |
Diam: 16 in. to 220 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: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 150 ft to 210 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| 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 15 ft. | brown silty clay | |
| From: 15 ft. to 22 ft. | brown clay | |
| From: 22 ft. to 35 ft. | sand, fine to medium, and sandy clay mixed | |
| From: 35 ft. to 57 ft. | brown clay and few fine sand streaks | |
| From: 57 ft. to 64 ft. | sand fine to medium coarse. Small gravel and tiny white rock | |
| From: 64 ft. to 80 ft. | brown and gray clay | |
| From: 80 ft. to 89 ft. | sand fine to medium coarse. Small gravel and white rock | |
| From: 89 ft. to 100 ft. | fine sand and brown sandy clay (used lots of water) | |
| From: 100 ft. to 119 ft. | brown and gray sandy clay | |
| From: 119 ft. to 124 ft. | limerock | |
| From: 124 ft. to 133 ft. | limerock, sandy clay and sand streaks | |
| From: 133 ft. to 148 ft. | sand fine to medium coarse. Small gravel and few ledges (used a little water) | |
| From: 148 ft. to 157 ft. | sand fine to medium coarse and few ledges | |
| From: 157 ft. to 167 ft. | sand fine to medium coarse. Small gravel | |
| From: 167 ft. to 185 ft. | brown sandy clay, cemented sand and fine sand | |
| From: 185 ft. to 197 ft. | sand fine to medium and tiny white rock | |
| From: 197 ft. to 210 ft. | sand fine to medium coarse. Small gravel and few clay streaks | |
| From: 210 ft. to 216 ft. | yellow clay | |
| From: 216 ft. to 220 ft. | shale | |