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Specific Water Well Detail |
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| Location Info | |||
| Owner: Equus Beds GMD 2 | Status: Constructed | ||
| Location: T26S, R1W, Sec. 13, E2 SW NE | County: Sedgwick | ||
| Directions: from Valley Center 2 mi S on Meridian, 0.25 mi W on 61st St N, S into Fox Meadows subdivision, E side of pond at S end of subdivision | |||
| Latitude: 37.7905293 | Longitude: -97.3772526 | Datum NAD 27 | |
| Latitude: 37.7905415 | Longitude: -97.3775743 | 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: 29.5 ft. | Elevation: ft. | |
| Static Water Level: 17 ft. | Est. Yield: gpm. | |
| Comp. Date: 20-Jun-1991 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: EB 121A | |
| Links | |
| View info from Wizard Water Level Data base... | |
| No WIMAS information available. | |
| Driller Info | ||
| Driller: Harp Well & Pump Service, Inc. | License #: 236 | |
| 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 24 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: Saw cut | |
| Screen-perforated intervals | From: 24 ft to 29 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 19 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | unconsolidated silt to very fine to fine sand, non-calcareous, chestnut brown containing scattered quartz sand to 0.5 mm | |
| From: 3 ft. to 8 ft. | well sorted angular to sub-rounded clean quartz sand, grains from 0.25 to 0.5 mm, less than 1% mica not exceeding 1 mm, scattered quartz fragments, light brown sand | |
| From: 8 ft. to 13 ft. | well sorted angular to sub-rounded clean quartz sand, larger quartz fragments to 2 mm, less mica, scattered rounded chert fragments to 2 mm, light-brown, dark particles iron or manganese stained | |
| From: 13 ft. to 18 ft. | quartz sand, non-calcareous, well sorted, rounded to angular, more than half is 0.5 mm to 1 mm, infrequent quartz and chert pebbles, no mica | |
| From: 18 ft. to 23 ft. | sandy, clayey, quartz and chert pebbles, rounded, smoothed, up to 2 cm, usually 1 cm, non-calcareous | |
| From: 23 ft. to 28 ft. | quartz-chert pebbles, 0.5 mm to 2 cm, red, brown, white, clay-sand mix, quartz sand to 0.5 mm | |
| From: 28 ft. to 29.5 ft. | coarse quartz sand, sub-rounded to sub-angular, grains to 2 mm, chert and granite pebbles to 18 by 9 mm to 15 by 12 mm | |