A02_19R0026_BBRWell-Package7_AsAdvertisedPlans_Part7.pdf
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- W912P9-19-R-0026
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IDENTIFICATION
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SCALE 1" = 100" 0 100' 200'
RELIEF WELLS STA 798+83 TO STA 826+00
SHEET NOTES
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2. SEE SHEET B-501 FOR RELIEF WELL DETAILS.
WELL TYPE.
1. SEE SHEET B-502 FOR RELIEF WELL LOCATION AND RELIEF
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CONSTRUCTION LIMITS
TO PERRY COUNTY ROAD 360
RW 2032
EXTEND 30' PAST
CONSTRUCTION LIMITS
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LEGEND
PERIOD OF RECORD 2001 - 2016
GENERAL SHEET NOTES
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
JAN FEBMARAPRMAYJUN JULAUG SEPOCTNOVDEC
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HYDROGRAPHS - MISSISSIPPI RIVER AT CHESTER, IL GAGE (CHSI2)
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4. NAVD 88 DATUM = NGVD 29 ELEVATION + 0.32'.
3. ADD CURRENT GAGE READING + 340.73 (NGVD 29 DATUM).
2. ZERO GAGE DATUM: 340.73 NGVD 29 DATUM.
1. BREAKS IN HYDROGRAPH INDICATE NO DATA AVAILABLE.
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IDENTIFICATION
SHEET
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®of Engineers
US Army Corps
A P
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D A
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A s A d v e rt is e d
M A
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| M-BB-15_C-105_RWPLAN |
| M-BB-15_R-001 |
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