Well Information
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Identification
Type of Report: Water Well
Type of Work: NEW
Well Report: MULT 142639 View Log Groundwater Site
Well Label: 143597
Start Card: 1057726
Original Report:
Owner Well Nbr: 6
Company Job Nbr:
Primary Use: COMMUNITY
Complete Date: 12/18/2024
Land Owner
Name:
Company: ROCKWOOD WATER PEOPLES UTILITY DISTRICT
Address: 19601 NE HALSEY ST

PORTLAND , OR 97230
Location
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Latitude/Longitude
Latitude: 45.51816400
Longitude: -122.43221925
Horiz. Error: 99.00 ft.
Location
County: MULT
TRSQQ: WM1.00S3.00E3NWNW
Tax Map:
Tax Lot: 800
Lot:
Block:
Subdivision:
Street of Well: 22514 SE STARK ST, GRESHAM OR 97030
WM District: 20
Surface Elev: 337.70 FT
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: 08/04/2022
Completed Date: 12/18/2024
Drill Method: Rotary Mud , Cable , Reverse Rotary
Depth of Completed Well: 971.00
Est. Depth Drilled: 985.00
Special Standards:
Seal Placed Method: B , C
Abandonment Start Date:
Abandonment Completed Date:
Backfill
Backfill Placement: 971.00 ft to 985.00 ft
Backfill Material:
Explosives Used:
Explosive Type:
Explosive Amount:
Filter Pack
Filter Pack: 740.00 ft to 971.00 ft
Filter Pack Material: SILICA SAND
Filter Pack Size: 8x16
Bore Hole
RowDiameter (in)From (ft)To (ft)
136.000.0018.00
230.0018.0091.00
328.0091.00775.00
420.00775.00985.00
Seal
RowMaterialFrom (ft)To (ft)AmountAmount Calc.
1Cement0.00770.00634.00624.00
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
1Casing24.00 3.00 770.00 0.375 - Gauge Steel  
2Liner20.00 741.00 744.00 0.375 - Gauge Steel  
3Liner16.00 744.00 761.00 0.375 - Gauge Steel  
4Liner16.00 851.00 871.00 0.375 - Gauge Steel  
5Liner16.00 921.00 941.00 0.375 - Gauge Steel  
6Liner16.00 961.00 971.00 0.375 - Gauge Steel  
7Casing30.00 0.00 91.00 0.375 - Gauge Steel  
Temporary Casing
Perforations
No data matches search criteria.
Screens
RowTypeMaterialCasing/LinerDiameter (in)GaugeFrom (ft)To (ft)Screen SizeSlot SizeNbr of SlotsTelescope/
Pipe size
1V-SHAPED WIRE WRAP304SSLiner16.00 761.00851.0050.000  Pipe Size
2V-SHAPED WIRE WRAP304SSLiner16.00 871.00921.0050.000  Pipe Size
3V-SHAPED WIRE WRAP304SSLiner16.00 941.00961.0050.000  Pipe Size
Well Test
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Well Test
Temperature: 61 F
Lab Analysis:
Lab Analysis Done By:
Total Dissolved Solids: 198.00 ppm
Water Quality Concerns:
Well Test
Analysis
No data matches search criteria.
Static Water Level
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Static Water Level
Depth First Water: 23.00
Pre-Static Water Level:
Pre-Static Water Level Date:
Post-Static Water Level: 330.00
Post-Static Water Level Date: 12/17/2024
Static Water Level
RowDateFrom(ft)To(ft)SWLEst. Flow RatePSI
212/17/2024760.00965.00330.002750.0 
Lithology
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Material
RowFromToMaterialStatic Water Level
10.004.00TOPSOIL 
24.007.00COBBLES, BOULDERS, AND GRAVEL 
37.0016.00GRAVEL, 3" MINUS, SAND COARSE 
416.0038.00GRAVEL, SOME CLAY, BROWN 
538.0053.00CLAY, BROWN, WITH SOME GRAVEL 
653.0056.00GRAVEL, 3" MINUS, WITH CLAY, BROWN 
756.0066.00COBBLES WITH GRAVEL, SOME CLAY, BROWN 
866.0086.00CLAY, BROWN, MEDIUM, WITH SOME GRAVEL 3" MINUS 
986.0091.00GRAVEL, CEMENTED, WITH CLAY, BROWN, SILTY 
1091.00102.00SAND, GREY, MULTI COLORED, FINE TO COARSE 
11102.00130.00GRAVEL, 3/4" MINUS, SOME SAND, FINE TO MEDIUM 
12130.00415.00GRAVEL 1-1/2" MINUS W/ SOME SAND, CEMENTATION 
13415.00472.00SAND, GREY, MEDIUM TO COARSE, SOME GRAVEL 1" MINUS 
14472.00483.00CLAYSTONE, TAN, MEDIUM, SANDY 
15483.00513.00GRAVEL AND SAND, 1"- SOME CEMENTATION LAYERS 
16513.00523.00SANDSTONE, TAN, MEDIUM TO FIRM, SOME GREY MED/HARD 
17523.00623.00GRAVEL, 1" MINUS, LAYERS OF CEMENTATION 
18623.00697.00CLAY, TAN AND GREEN, /S LAYERS OF GREY, MED, SANDY 
19697.00760.00CLAY, LAYER OF GREEN, BROWN, GREY AND BLUE, MEDIUM 
20760.00773.00SAND, GREY, MEDIUM TO COARSE, SOME GRAVEL 
21773.00813.00GRAVEL WITH COBBLES AND SAND, GREY 
22813.00820.00SAND, GREY, FINE, SOME GRAVEL, 3/4" MINUS 
23820.00830.00GRAVEL, 3" MINUS, SOME SAND, GREY, FINE 
24830.00838.00SAND, GREY, FINE 
25838.00846.00SAND, GREY, FINE, SOME GRAVEL 
26846.00847.00CLAY, GREY, MEDIUM, SOFT 
27847.00848.00GRAVEL, 3" MINUS, SOME SAND 
28848.00853.00GRAVEL AND SAND, SOME CLAY 
29853.00869.00SAND, GREY, MEDIUM TO FINE, SOME GRAVEL 
30869.00870.00CLAY WITH SOME SAND, GREY 
31870.00872.00SAND, GREY, MEDIUM TO COARSE 
32872.00879.00GRAVEL, 2" MINUS, WITH SAND, MEDIUM TO COARSE 
33879.00883.00GRAVEL, 2" MINUS, WITH CLAY, GREY, SOFT, SOME SAND 
35883.00886.00SAND, SOME CLAY 
34886.00887.00SAND, MEDIUM, CEMENTED 
37887.00889.00CLAY, GREY, MEDIUM 
36889.00910.00SAND, GREY, MEDIUM TO COARSE, SOME MICA 
38910.00914.00GRAVEL, 3/4 MINUS WITH SAND, GREY, LENSES OF CLAY 
39914.00937.00SAND, GREY, MEDIUM-FINE, SOME GRAVEL AND MIKA 
40937.00941.00GRAVEL, BLACK AND GREEN 
41941.00953.00SAND, BLACK, MEDIUM, SOME MICA 
42953.00958.00GRAVEL, SOME CLAY, GREEN 
43958.00985.00CLAY, GREEN-GREY, STICKY 
Well Constructor
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Bonded Driller Name: ERIC SCHNEIDER
Bonded Driller Company: SCHNEIDER WATER SERVICES
Bonded Driller Number: 1988
Bonded Date Signed: 01/14/2025
Unbonded Name: SMITH,RYAN
Unbonded Company: SCHNEIDER WATER SERVICES
Unbonded Number: 1927
Unbonded Date Signed: 01/09/2025
Other Name:
Other Affiliation:
Other License Nbr:
Geologist Engineer:
Comments
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Comments
-16" liner has 3/8" steel plate welded on bottom. -16" has J-latch assembly installed. -20"x16" reducer assembly installed on top of 16" liner assembly. Overlaps top of liner by 3' on the OD and has a J-latch assembly. -Upper borehole drilled with flooded reverse circulation, no statics were available.
Documents
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TitleDocument TypeSourceDownload Image
ARCHIVE DOCUMENTSPECIAL STANDARD FINAL ORDERARCHIVEImage
MULT 142639WELL REPORTDRILLERImage