Supplemental Remedial Investigation Report Addendum - Figures Lagoon... · Supplemental Remedial...
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August 2017 Project No. 1656790
FIGURES
Mulberry Well Location
CLIENTCITY OF CAMDENTON
PROJECTSUPPLEMENTAL RI REPORT/ADDENDUMFORMER HULETT LAGOON SITE CAMDENTON, MOTITLESITE LOCATION MAP
1 in
0
Site Location
Missouri
Illinois
Kansas
Iowa
ArkansasOklahoma
Tennessee
Kentucky
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LEGENDMULBERRY WELL
REFERENCE(S)1. SERVICE LAYER CREDITS: COPYRIGHT:© 2013 NATIONAL GEOGRAPHIC SOCIETY, I-CUBEDESRI, HERE, DELORME, MAPMYINDIA, © OPENSTREETMAP CONTRIBUTORS, AND THE GISUSER COMMUNITY2. COORDINATE SYSTEM: NAD 1983 STATEPLANE MISSOURI CENTRAL FIPS 2402 FEET, DATUM:NORTH AMERICAN 1983 0001 A 1
PROJECT NO. PHASE FIGURE
CONSULTANT
REV.
2016-05-16THTHAMFFMB
YYYY-MM-DDDESIGNEDPREPAREDREVIEWEDAPPROVED
1656790
KEY MAPPA
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© 2017 Microsoft Corporation
MW-17
MW-16
MW-2
MW-9
MW-23 MULBERRY WELL
MW-14MW-13
01
in
1656790CONTROL FIGURE
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2017-03-30
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SUPPLEMENTAL RI REPORT/ADDENDUMFORMER HULETT LAGOON SITECAMDENTON, MO
CITY OF CAMDENTON
SITE LAYOUT MAP TITLE
PROJECT NO. REV.
PROJECTCLIENT
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Path: \\stlouis\common\Projects\160 projects\1656790 - coc mulberry well rifs\800 - figures-drawings\PRODUCTION\ | File Name: 1656790A002.dwg | Last Edited By: jcwhite Date: 2017-06-01 Time:1:09:09 PM | Printed By: JCWhite Date: 2017-06-01 Time:1:09:20 PM
0
FEET
150 300
1'' = 300'
1. DEEP AQUIFER WELLS MONITORED DURING THE 2016 PUMPING TEST INCLUDED MW-2,MW-14, MW-16, MW-17, AND MW-23.
2. PERCHED ZONE WELLS MONITORED DURING THE 2016 PUMPING TEST INCLUDED MW-9AND MW-13.
NOTE(S)
LEGEND
MW-2MONITORING WELL LOCATION
APPROXIMATELOCATION OF HULETTLAGOON
MODINEMANUFACTURINGCOMPANY
© 2017 Microsoft Corporation
806.65'
831.61
807.54'
837.69'
807.84'
793.2'
811.65'
807.93'
8
0
6
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8
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6
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7
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807'
8
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8
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0
8
'
MW-2
MW-14
MW-16
MW-23
MULBERRY WELL
MW-17
MW-9
MW-13
1.3'
1.3'
0.0'
1.0'
0.0'
1.2'
1.2'
20'
01 in
1656790
CONTROL FIGURE
3
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2017-02-23
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SUPPLEMENTAL RI REPORT/ADDENDUM
FORMER HULETT LAGOON SITE
CAMDENTON, MO
CITY OF CAMDENTON
POTENTIOMETRIC SURFACE MAP (OCTOBER 2016)
TITLE
PROJECT NO. REV.
PROJECTCLIENT
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CONSULTANT
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YYYY-MM-DD
Path: G:\Projects\160 projects\1656790 - coc mulberry well rifs\800 - figures-drawings\PRODUCTION\ | File Name: 1656790A001.dwg | Last Edited By: jcwhite Date: 2017-08-04 Time:3:44:56 PM | Printed By: JCWhite Date: 2017-08-04 Time:3:45:56 PM
0
FEET
150 300
1'' = 300'
1. DEEP AQUIFER WELLS MONITORED DURING THE 2016 PUMPING TEST INCLUDED MW-2,
MW-14, MW-16, MW-17, AND MW-23.
2. PERCHED ZONE WELLS MONITORED DURING THE 2016 PUMPING TEST INCLUDED MW-9
AND MW-13.
3. DRAW DOWN SHOWN ON FIGURE WAS OBSERVED DURING THE 2016 PUMPING TEST.
4. ONE FOOT CONTOURS SHOWN. STATIC WATER LEVELS MEASURED ON 2016-10-24 PRIOR
TO BEGINNING PUMPING TEST.
5. DEEP AQUIFER TCE PLUME EXTENT BASED ON 2006 RD/RA WORK PLAN BY SECOR
INTERNATIONAL INC. PLUME EXTENT DEFINED BASED ON TCE DETECTIONS IN
SAMPLING CONDUCTED DURING 2003 REMEDIAL INVESTIGATION.
NOTE(S)LEGEND
APPROXIMATE DEEP AQUIFER TCE PLUME (2006 RD/RA WORK PLAN)
MW-2
MONITORING WELL LOCATION, OBSERVED DRAW DOWN IN FEET DURING
CONSTANT RATE PUMPING TEST AND STATIC GROUNDWATER ELEVATION
1.0'
806.00'
POTENTIOMETRIC CONTOUR (IN FEET NAVD88)
806'
PROJECT No. CONTROL Rev FIGURE
165-6790
CITY OF CAMDENTON SUPPLEMENTAL RI REPORT/ADDENDUMFORMER HULETT LAGOON SITE CAMDENTON, MO
CLIENT
CONSULTANT
PROJECT
TITLEYYYY-MM-DD
PREPARED
DESIGN
REVIEW
APPROVED
Path: document1 | FileName: DOCUMENT1
Advection through fracture network
LEGEND
PREVIOUS SITE CONCEPTUAL MODEL (ADAPTED FROM SECOR, 2003)
Argillaceous Zone
2017-04-03
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Surface
K=10‐3 cm/sec
JW
JW
Mulberry W
ell
Perched Zone Monitoring Well
Deep Aquifer Monitoring Well
Perched Zone
Deep Aquifer
400’
500’
600’
700’
800’
900’
0’
Depth (feet)
300’
200’
100’
Uniform Flow From Deep Aquifer to Mulberry Well
Potentiometric surface in Deep Aquifer has steep drawdown slope under pumping conditions and limited radius of influence
PROJECT No. CONTROL Rev FIGURE
165-6790
CITY OF CAMDENTON SUPPLEMENTAL RI REPORT/ADDENDUMFORMER HULETT LAGOON SITE CAMDENTON, MO
CLIENT
CONSULTANT
PROJECT
TITLEYYYY-MM-DD
PREPARED
DESIGN
REVIEW
APPROVED
Path: document1 | FileName: DOCUMENT1
Advection Dominates, Drain to Mulberry Well Under Pumping
Mulberry Well Production Zone
Diffusion Dominates, Low Conductivity
LEGEND
REVISED SITE CONCEPTUAL MODEL (2017)
Argillaceous Zone
2017-04-03
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Surface
K=10‐8 cm/sec
K=10‐3 cm/sec
K=<10‐8 cm/sec
K=10‐8 cm/sec
JW
JW
Mulberry W
ell
Perched Zone Monitoring Well
Deep Aquifer Monitoring Well
Perched Zone
Deep Aquifer
200 to 300 feet
100’
200’
300’
400’
500’
600’
0’
Depth (feet)
Potentiometric surface measured in Deep Aquifer Monitoring Wells under pumping
Open borehole to 900’
Potentiometric surface in Mulberry Well Production Zone under pumping is relatively flat
Image courtesy of USGS © 2017 Microsoft Corporation
© 2017 Microsoft Corporation
15'
13'
10'
14'
12'
11'
9'
8'
7'
16'
19'
01 in
1656790
CONTROL FIGURE
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2017-05-10
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SUPPLEMENTAL RI REPORT/ADDENDUM
FORMER HULETT LAGOON SITE
CAMDENTON, MO
CITY OF CAMDENTON
MULBERRY WELL SIMULATED RADIUS OF INFLUENCE MAP
TITLE
PROJECT NO. REV.
PROJECTCLIENT
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PREPARED
DESIGNED
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YYYY-MM-DD
Path: G:\Projects\160 projects\1656790 - coc mulberry well rifs\800 - figures-drawings\PRODUCTION\ | File Name: 1656790A001.dwg | Last Edited By: jcwhite Date: 2017-08-04 Time:3:48:16 PM | Printed By: JCWhite Date: 2017-08-04 Time:3:48:55 PM
0
FEET
150 300
1'' = 300'
1. ONE FOOT CONTOURS SHOWN ON MAP.
2. ENDED PROJECTION OF MULBERRY WELL RADIUS OF INFLUENCE AT DISTANCE WHERE
CONTOURS INTERSECT THE LAKE OF THE OZARKS.
3. RADIUS OF INFLUENCE CONTOURS CALCULATED USING THEIS TIME VARIANT METHOD
FOR CONFINED AQUIFERS AT TIME = 300 DAYS AND HYDROGEOLOGIC PARAMETERS
DERIVED FROM 2016 PUMPING TEST.
4. DRAWDOWN OF 20 FEET MEASURED IN THE TEST INTERVAL OF THE MULBERRY WELL.
NOTE(S)
LEGEND
MW
MULBERRY WELL LOCATION
MULBERRY WELL
MULBERRY WELL PRODUCTION ZONE DRAWDOWN CONTOUR (IN FEET)
15'