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Specific Water Well Detail |
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| Location Info | |||
| Owner: Stoll, Virgil M | Status: Constructed | ||
| Location: T16S, R33W, Sec. 7, SW SW SW | County: Scott | ||
| Directions: from Hwy 96 and 83, Scott City: 13 mi N, 5.75 mi W to SE corner of section, 5240' W, 60' N | |||
| Latitude: 38.6715786 | Longitude: -101.0162924 | Datum NAD 27 | |
| Latitude: 38.6715945 | Longitude: -101.0167213 | 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: 190 ft. | Elevation: ft. | |
| Static Water Level: 164 ft. | Est. Yield: gpm. | |
| Comp. Date: 08-Nov-1997 | Well Use: Irrigation | |
| DWR Applic. #: 7849 | Other ID: Test 97-1 | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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: Steel
Casing Joints: |
Diam: 16 in. to 165 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: Mill slot | |
| Screen-perforated intervals | From: 165 ft to 190 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 | 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: N | Distance: 100 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 30 ft. | brown clay | |
| From: 30 ft. to 44 ft. | gypsum and brown clay | |
| From: 44 ft. to 46 ft. | fine sand | |
| From: 46 ft. to 75 ft. | gypsum and brown clay | |
| From: 75 ft. to 81 ft. | brown clay | |
| From: 81 ft. to 102 ft. | brown clay, few cemented sand streaks | |
| From: 102 ft. to 112 ft. | fine sand, few clay streaks | |
| From: 112 ft. to 122 ft. | brown clay with cemented sand streaks | |
| From: 122 ft. to 133 ft. | fine sand, cemented with clay streaks | |
| From: 133 ft. to 142 ft. | fine sand, trace of clay | |
| From: 142 ft. to 162 ft. | fine to medium sand, small gravel | |
| From: 162 ft. to 171 ft. | medium to coarse sand, small gravel | |
| From: 171 ft. to 178.5 ft. | coarse sand and gravel | |
| From: 178.5 ft. to 188 ft. | yellow soapstone | |
| From: 188 ft. to 189 ft. | black shale | |