Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: MALH 53648 View Log Groundwater Site
Well Label: 52747
Start Card: 1008881
Original Report:
Owner Well Nbr:
Company Job Nbr:
Primary Use: COMMUNITY
Complete Date: 12/29/2009
Land Owner
Name:
Company: CORP OF PRESIDING BISHOP OF THE CHURCH OF JESUS CH
Address: P.O. BOX 2328

ISSAQUAH, WA 98027-0105
Location
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Latitude/Longitude
Latitude: 43.66440000
Longitude: -117.25888889
Horiz. Error: 99.00 ft.
Location
County: MALH
TRSQQ: WM22.00S45.00E7SWSE
Tax Map:
Tax Lot: 103
Lot:
Block:
Subdivision:
Street of Well: 2 MILES N OF THE COMPLEX AT OWYHEE DAM
WM District: 9
Surface Elev:
Well Report Mapping Tool
Tax Lots

Note: Tax lot overlay available only for a few counties.
Well Construction
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Construction
Start Date: 12/01/2009
Completed Date: 12/29/2009
Drill Method: Rotary Air
Depth of Completed Well: 507.00
Est. Depth Drilled: 507.00
Special Standards:
Seal Placed Method: C
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement: ft to ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:
Filter Pack
Filter Pack:
Filter Pack Material:
Filter Pack Size:
Bore Hole
RowDiameter (in)From (ft)To (ft)
110.000.004.00
210.004.00150.00
36.00150.00507.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Bentonite Chips0.004.004.00 
2Cement4.00150.0048.00 
Abandonment Log
No data matches search criteria.
Casing/Liner
RowCasing/LinerDiameter (in)Above Land SurfaceFrom DepthTo (ft)GaugeMaterialWeldGlueThreadShoe
Inside		Shoe
Outside		Shoe
Other		Shoe
Location
1Casing6.00 ● 3.00 150.00 .250 Steel ●  
2Liner4.50 107.00 447.00 SDR 17 Plastic ●  
Temporary Casing
No data matches search criteria.
Perforations
No data matches search criteria.
Screens
Well Test
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Well Test
Temperature: 76 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids:
Water Quality Concerns:
Well Test
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water:
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 2.90
Post-Static Water Level Date: 12/29/2009
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
112/2/2009135.00138.0030.006.0 
212/8/2009475.00480.002.9015.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.001.00BROWN SANDY TOP SOIL 
21.0012.00BASALT BOULDERS AND BROWN SANDY CLAY 
312.0020.00BASALT BOULDERS LARGE GRAVEL AND COURSE SAND 
420.0025.00FRACTURED BLACK BASALT 
525.00135.00BLACK MEDIUM HARD BASALT 
6135.00138.00RED FRACTURED BASALT 
7138.00210.00BLACK MEDIUM HARD BASALT 
8210.00213.00RED SOFT BASALT 
9213.00267.00BLACK MEDIUM HARD BASALT 
10267.00271.00RED SOFT BASALT 
11271.00290.00BLACK MEDIUM HARD BASALT 
12290.00335.00GRAY BASALT AND BLUE CLAY STRIPS 
13335.00338.00RED SOFT BASALT 
14338.00351.00GRAY MEDIUM HARD BASALT 
15351.00370.00GRAY BASALT AND BLUE CLAY STRIPS 
16370.00425.00BLACK MEDIUM HARD BASALT 
17425.00430.00RED SOFT BASALT 
18430.00475.00BLACK MEDIUM HARD BASALT 
19475.00480.00RED FRACTURED BASALT 
20480.00507.00BLAKC MEDIUM HARD BASALT 
Well Constructor
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Bonded Driller Name: GARY E COONSE
Bonded Driller Company: COONSE WELL DRILLING & PUMP CO INC
Bonded Driller Number: 1780
Bonded Date Signed: 12/30/2009
Unbonded Name:
Unbonded Company:
Unbonded Number:
Unbonded Date Signed:
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Documents
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TitleDocument TypeSourceDownload Image
MALH 53648EXEMPT USE MAPDRILLERImage
MALH 53648WELL REPORTDRILLERImage