Drawings.pdf
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- 10th Street Remedial Action - Phase II, Columbus
- Solicitation number
- SOL-R7-15-00012
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Environmental Protection Agency Region 7
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NEBRASKA
PLATTE COUNTY
Loup River
UPRR
Source Area Liberty Cleaners
Services Source Area
Martinizing One Hour
Former Jackson
Source Area
OPERABLE UNIT 2
MARCH 2014
Prepared By:
Lenexa, Kansas Region 7
US EPA
FINAL DESIGN SUBMITTAL - REVISION 1
10TH STREET SUPERFUND SITE
CDM Federal Programs Corporation
0 600 1200
SCALE IN FEET
VICINITY MAP
COLUMBUS, NEBRASKA
DRAWING INDEX
DRAWING SHEET NO.
C-01
COVER SHEET
C-02
GENERAL NOTES, ABBREVIATIONS, AND LEGEND
C-03
EXISTING SITE PLAN - OHM SOURCE AREA
C-04
C-05
C-06
C-08
C-09
C-10
DEMOLITION PLAN FOR AS/SVE SYSTEM - OHM SOURCE AREA
EXCAVATION PLAN - OHM SOURCE AREA
RESTORATION PLAN - OHM SOURCE AREA
C-11
EXCAVATION CROSS SECTIONS - OHM SOURCE AREA
INJECTION PLAN - OHM SOURCE AREA
C-12
EXISTING SITE PLAN - FORMER JACKSON SERVICES SOURCE AREA
C-13
C-14
DEMOLITION PLAN - FORMER JACKSON SERVICES SOURCE AREA
C-15
EXCAVATION PLAN - FORMER JACKSON SERVICES SOURCE AREA
C-16
C-17
RESTORATION PLAN - FORMER JACKSON SERVICES SOURCE AREA
EXISTING SITE PLAN - LIBERTY CLEANERS SOURCE AREA
DEMOLITION PLAN - LIBERTY CLEANERS SOURCE AREA
EXCAVATION PLAN - LIBERTY CLEANERS SOURCE AREA
RESTORATION PLAN - LIBERTY CLEANERS SOURCE AREA
INJECTION PLAN - LIBERTY CLEANERS SOURCE AREA
D-01 CIVIL DETAILS 1
D-02 CIVIL DETAILS 2
D-03 CIVIL DETAILS 3
INJECTION PLAN - FORMER JACKSON SERVICES SOURCE AREA
DEMOLITION PLAN FOR BUILDINGS - OHM SOURCE AREA
G-02
G-01
B-01 BORING LOGS
HAUL ROUTES AND TRAFFIC CONTROL PLANG-03
C-07
TRAFFIC CONTROL PLAN - OHM SOURCE AREA
EXCAVATION CROSS SECTIONS - FORMER JACKSON SERVICES SOURCE AREA
EXCAVATION CROSS SECTIONS - LIBERTY CLEANERS SOURCE AREAC-18
C-19
C-20
D-04 CIVIL DETAILS 4
SHEET WHERE SECTION
IS SHOWN
SECTION NUMBER
BOT
TOP
EXISTING TOPOGRAPHIC CONTOUR
OVERHEAD ELECTRIC
OVERHEAD PHONE
OH
OP
(1 FOOT INTERVALS)
EXISTING BUILDING
* ALL SYMBOLS AND ABBREVIATIONS ON THIS
SHEET ARE FOR GENERAL INFORMATION AND
MAY NOT NECESSARILY BE USED ON EVERY PAGE
WITHIN THESE CONTRACT DOCUMENTS.
EXISTING FENCE
NOTE: IN GENERAL, EXISTING FEATURES ARE GREY AND NEW OR
IMPORTANT FEATURES ARE BLACK. HATCHED AREAS ARE GENERALLY
GREY FOR CLARITY.
EXCAVATION PLAN NOTES:
(REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION)
1. EXCAVATION SHALL PROCEED AS SPECIFIED IN SECTION 02 61 13 AND 31 50 00.
2. CONFIRMATORY SAMPLING SHALL BE CONDUCTED BY THE CONTRACTOR IN
ACCORDANCE WITH SECTION 02 61 13.
3. RESTORATION ACTIVITIES, INCLUDING BACKFILLING, SHALL NOT COMMENCE
WITHOUT APPROVAL BY EPA.
4. THE CONTRACTOR SHALL EXCAVATE AROUND TREES AND BUSHES TO BE LEFT IN
PLACE UNLESS OTHERWISE SPECIFIED, IN ACCORDANCE WITH SECTION 02 61 13. THE
EXCLUSION RADII FOR TREES AND BUSHES LEFT IN PLACE ARE SPECIFIED IN TABLE 2.
5. THE CONTRACTOR SHALL DISPOSE OF EXCAVATED SOIL IN ACCORDANCE WITH
SECTION 02 81 00.
RESTORATION PLAN NOTES:
(REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION)
1. RESTORATION SHALL START ONLY AFTER EXCAVATION AND BACKFILL ACTIVITIES
ARE COMPLETED AS SPECIFIED IN SECTION 02 61 13 AND SECTION 31 23 23.
2. THE CONTRACTOR SHALL MAINTAIN ALL EROSION AND SEDIMENTATION CONTROLS
PREVIOUSLY INSTALLED AS SPECIFIED IN SECTION 31 25 00 DURING RESTORATION
ACTIVITIES.
3. SEEDING SHALL BE AS SPECIFIED IN ACCORDANCE WITH SECTION 32 92 19.
4. THE CONTRACTOR SHALL RESTORE AREAS ADJACENT TO THE WORK AREA ONCE
RESTORATION ACTIVITIES ARE COMPLETED.
5. RESTORATION AROUND TREES AND BUSHES TO BE LEFT IN PLACE SHALL BE
SUBJECT TO THE EXCLUSION RADIUS RESTRICTIONS THAT ARE SPECIFIED IN TABLE 2.
(REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION)
1. THE CONTRACTOR SHALL INSTALL THE APPROPRIATE EROSION AND SEDIMENT
CONTROLS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE EROSION
CONTROL PRACTICES AND STRUCTURES SHALL BE APPROVED PRIOR TO
IMPLEMENTATION IN ACCORDANCE WITH SECTION 31 25 00. EROSION AND SEDIMENT
CONTROLS SHALL BE MAINTAINED IN ACCORDANCE WITH SECTION 31 25 00 DURING
CONSTRUCTION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY AND ALL
TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES DEEMED
NECESSARY DURING THE COURSE OF CONSTRUCTION.
3. TEMPORARY PROJECT SAFETY FENCING SHALL BE CONSTRUCTED AROUND WORK
AREA(S) AS DIRECTED BY EPA AND AS SPECIFIED IN THE PERFORMANCE WORK
STATEMENT.
4. EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED UPON ACCEPTANCE OF
VEGETATION AS SPECIFIED IN SECTION 32 92 19.
SOIL EROSION AND SEDIMENT CONTROL NOTES:
(APPLY TO ALL SHEETS UNLESS OTHERWISE NOTED)
1. LOCATIONS OF ALL EXISTING STRUCTURES ARE BASED ON THE BEST AVAILABLE INFORMATION AND NOT WARRANTED TO BE EXACT, NOR IS IT WARRANTED THAT ALL ARE SHOWN. CONTRACTOR
SHALL VERIFY UTILITY LOCATIONS PRIOR TO EXCAVATION.
2. THE CONTRACTOR SHALL BECOME SATISFIED AS TO THE CONDITIONS EXISTING WITHIN EACH
AREA, THE TYPE OF EQUIPMENT REQUIRED TO PERFORM THE WORK, AND THE CHARACTER,
QUALITY, AND QUANTITY OF THE SUBSURFACE MATERIALS TO BE ENCOUNTERED INSOFAR AS
THIS INFORMATION IS REASONABLY ASCERTAINABLE FROM AN INSPECTION OF THE SITE, AS WELL
AS INFORMATION PRESENTED BY THE CONTRACT DRAWINGS AND SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALL EXISTING SITE
IMPROVEMENTS OR STRUCTURES, IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO SATISFY
THEMSELVES THAT ALL THE EXISTING SITE IMPROVEMENTS WHETHER SHOWN ON THESE
CONTRACT DRAWINGS OR NOT, HAVE BEEN PROPERLY LOCATED.
4. THE CONTRACTOR IS RESPONSIBLE FOR ALL PROJECT SAFETY INCLUDING, BUT NOT LIMITED
TO, EXCAVATION, EXCAVATION SUPPORT, TRAFFIC CONTROL, AND SECURITY.
5. THE U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA) WILL OBTAIN ALL ACCESS AGREEMENTS
NECESSARY TO ACCESS THE PROPERTIES THAT REQUIRE REMEDIATION. THE CONTRACTOR IS
NOT TO PERFORM WORK ON ANY PROPERTIES WITHOUT AN ACCESS AGREEMENT.
6. THE CONTRACTOR SHALL LIMIT THEIR ACTIVITIES TO WITHIN THE WORK AREAS SHOWN ON THE
CONTRACT DRAWINGS. WORK CONDUCTED OUTSIDE OF WORK AREAS, IF REQUIRED, SHALL BE
COORDINATED WITH EPA.
7. THE CONTRACTOR SHALL RESTORE ALL DAMAGED AREAS TO THEIR ORIGINAL CONDITION. ALL
EXCESS MATERIAL AND SOIL SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND
SHALL BE PREPARED, AS REQUIRED, PRIOR TO USE ONSITE OR DISPOSAL AT AN APPROVED
OFFSITE FACILITY.
8. THE TERM ‘ACCEPTABLE’ SHALL MEAN WRITTEN ACCEPTANCE TO BE RECEIVED FROM EPA
BEFORE WORK IS STARTED.
9. ANY DEVIATIONS FROM THE CONTRACT DRAWINGS OR SPECIFICATIONS MUST BE ACCEPTED, IN
WRITING, PRIOR TO THE WORK BEING DONE. ANY DEVIATIONS PERFORMED WITHOUT
ACCEPTANCE WILL NOT BE PAID FOR, AND MAY BE REQUIRED TO BE REDONE AT THE
CONTRACTOR’S EXPENSE.
10. THE CONTRACTOR SHALL HAVE A COPY OF THE CONTRACT DOCUMENTS AT THE WORK SITE
AT ALL TIMES.
11. SEE INDIVIDUAL SHEETS FOR ADDITIONAL ABBREVIATIONS, SYMBOLS, LEGENDS, DETAILS AND NOTES, IF ANY. NOT ALL ‘STANDARD’ DETAILS SHOWN MAY BE APPLICABLE TO THIS PROJECT.
12. UNLESS NOTED OTHERWISE, ALL WORK SHOWN IN THESE CONTRACT DOCUMENTS IS NEW
AND TO BE PERFORMED UNDER THIS CONTRACT.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SITE SECURITY FOR THE
CONTRACTOR’S FACILITIES AND EQUIPMENT WITHIN THE LIMITS OF THE CONTRACT.
14. EXCAVATION AND BACKFILL ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE PERFORMANCE WORK STATEMENT, THE SPECIFICATIONS, AND THE
CONTRACTOR'S APPROVED SITE HEALTH AND SAFETY PLAN. APPROPRIATE HEALTH AND SAFETY
MEASURES AND TRAINING WILL BE REQUIRED AT ALL WORK LOCATIONS.
15. COORDINATES USED ON CONTRACT DRAWINGS ARE UTM ZONE 14 IN U.S. SURVEY FEET.
VERTICAL DATUM IS MEAN SEA LEVEL NAVD 1988. SURVEY COMPLETED BY TREMEL SURVEYING, JUNE 2013.
GENERAL NOTES:
SEED
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FINAL GRADE CONTOURS
(1 FOOT INTERVALS)
CONCRETE
GRAVEL
NATURAL GAS LINEG
CLAY VAPOR EXTRACTION (CVE) WELL (~6' DEEP)
SAND VAPOR EXTRACTION (SVE) WELL (~20' DEEP)
AIR SPARGE (AS) WELL (~70' DEEP)
ACCELERATED REMEDIATION TECHNOLOGIES (ART)
INTEGRATED REMEDIATION SYSTEM WELL
MONITORING (MW) WELL
SOIL VAPOR MONITORING POINT (SVP)
ASPHALT
LANDSCAPE GRAVEL
WATER LINEW
SEWER LINES
STORM SEWER LINESS
UNDERGROUND ELECTRICE
TABLE 1 - UTILITY OWNER INFORMATION
UTILITY OWNER CONTACT NAME ADDRESS PHONE NUMBER CELL
NUMBER EMAIL
WATER CITY OF
COLUMBUS
ROGER BUELL
(PUBLIC WORKS
DIRECTOR)
2424 14TH STREET,
COLUMBUS, NE (402) 562-4260 City of Columbus DPW -wrbuell@columbusne.us
SANITARY
SEWER
CITY OF
COLUMBUS
ROGER BUELL
(PUBLIC WORKS
DIRECTOR)
2424 14TH STREET,
COLUMBUS, NE (402) 562-4260 City of Columbus DPW -wrbuell@columbusne.us
STORM SEWER CITY OF
COLUMBUS
ROGER BUELL
(PUBLIC WORKS
DIRECTOR)
2424 14TH STREET,
COLUMBUS, NE (402) 562-4260 City of Columbus DPW -wrbuell@columbusne.us
NATURAL GAS BLACK HILLS
ENERGY CHIP WICAL
929 E 23RD STREET,
COLUMBUS, NE
(402) 562-3100
EXT: 12
(402) 649-2723
ELECTRIC LOUP POWER
DISTRICT DAN HELLBUSCH
2404 15TH STREET,
COLUMBUS, NE (402) 910-8906
TELEPHONE FRONTIER
COMMUNICATIONS
1366 27TH AVENUE,
COLUMBUS, NE (402) 563-9366
CABLE TIME WARNER
CABLE DAVE SCHULZ Dave.Schulz@twcable.com
TABLE 2 - EXCLUSION RADII FOR TREES AND
BUSHES LEFT IN PLACE
TREE CODE PLANT SIZE AND TYPE
MINIMUM EXCLUSION
RADIUS (FEET)
SC SMALL CONIFEROUS 2.5
MC MEDIUM CONIFEROUS 5
LC LARGE CONIFEROUS 7.5
SD SMALL DECIDUOUS 2
MD MEDIUM DECIDUOUS 4
LD LARGE DECIDUOUS 6
SB SMALL BUSH 2
MB MEDIUM BUSH 2
LB LARGE BUSH 2
PREFERRED HAUL ROUTES
PILOT COMBINED INJECTION EXTRACTION
(PCIX) WELL CLUSTER
TREE
PROPERTY BOUNDARY
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U.S. Environmental Protection Agency Region 7 Lenexa, Kansas
C D
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C or po ra tio n
TABLE 3 - WELLS TO BE ABANDONED
WELL ID EASTING NORTHING
DIAMETER
(IN) CASING
TOTAL
DEPTH (FT
BGS)
SCREEN
LENGTH
(FT)
ART-01 2090365.07 15054873.22 6 PVC 65.5 52.65
AS-1 2090342.31 15054881.52 2 STEEL 70 5
AS-2 2090336.73 15054859.00 2 STEEL 70 5
AS-3 2090346.16 15054860.33 2 STEEL 70 5
AS-4 2090338.66 15054837.25 2 STEEL 70 5
AS-5 2090348.19 15054837.77 2 STEEL 70 5
AS-7 2090342.14 15054792.97 2 STEEL 70 5
AS-9 2090400.21 15054780.65 2 STEEL 70 5
AS-10 2090421.65 15054778.94 2 STEEL 70 5
AS-12 2090474.05 15054781.83 2 STEEL 70 5
AS-14 2090529.45 15054781.66 2 STEEL 70 5
AS-15 2090495.81 15054799.65 2 STEEL 70 5
AS-16 2090471.33 15054795.66 2 STEEL 70 5
AS-17 2090494.85 15054822.66 2 STEEL 70 5
AS-19 2090438.74 15054812.38 2 STEEL 70 5
AS-21 2090394.82 15054811.19 2 STEEL 70 5
AS-22 2090460.74 15054862.79 2 STEEL 70 5
AS-23 2090379.43 15054879.66 2 STEEL 70 5
CIX-2 2090399.53 15054863.47 4 STEEL 75 MULITPLE
CIX-3 2090451.67 15054865.85 4 STEEL 75 MULTIPLE
CVE-1 2090289.67 15054883.98 4 PVC 6 3.5
CVE-2 2090304.14 15054879.00 4 PVC 6 3.5
CVE-3 2090318.62 15054874.84 4 PVC 6 3.5
CVE-4 2090326.22 15054883.14 4 PVC 6 3.5
CVE-5 2090337.81 15054882.81 4 PVC 6 3.5
CVE-6 2090348.09 15054878.85 4 PVC 6 3.5
CVE-7 2090357.63 15054884.01 4 PVC 6 3.5
CVE-8 2090338.22 15054871.19 4 PVC 6 3.5
CVE-9 2090352.07 15054863.42 4 PVC 6 3.5
CVE-10 2090362.03 15054872.08 4 PVC 6 3.5
CVE-11 2090381.66 15054871.37 4 PVC 6 3.5
CVE-12 2090408.76 15054871.72 4 PVC 6 3.5
CVE-13 2090425.01 15054872.00 4 PVC 6 3.5
CVE-14 2090449.38 15054870.09 4 PVC 6 3.5
CVE-15 2090461.46 15054868.23 4 PVC 6 3.5
CVE-16 2090339.74 15054854.75 4 PVC 6 3.5
CVE-17 2090350.88 15054847.29 4 PVC 6 3.5
CVE-18 2090338.02 15054838.74 4 PVC 6 3.5
CVE-19 2090348.09 15054826.98 4 PVC 6 3.5
CVE-20 2090338.94 15054823.89 4 PVC 6 3.5
CVE-21 2090396.47 15054811.23 4 PVC 6 3.5
CVE-22 2090416.87 15054811.34 4 PVC 6 3.5
CVE-23 2090436.48 15054812.38 4 PVC 6 3.5
CVE-24 2090457.14 15054810.88 4 PVC 6 3.5
CVE-25 2090469.11 15054811.73 4 PVC 6 3.5
CVE-26 2090286.95 15054776.45 4 PVC 6 3.5
CVE-27 2090261.64 15054775.78 4 PVC 6 3.5
CVE-28 2090458.09 15054781.53 4 PVC 6 3.5
CVE-29 2090442.52 15054782.05 4 PVC 6 3.5
CVE-30 2090426.02 15054781.12 4 PVC 6 3.5
CVE-31 2090407.36 15054780.40 4 PVC 6 3.5
CVE-32 2090386.74 15054779.92 4 PVC 6 3.5
CVE-33 2090376.43 15054780.06 4 PVC 6 3.5
CVE-34 2090366.03 15054780.30 4 PVC 6 3.5
CVE-35 2090396.62 15054779.67 4 PVC 6 3.5
CVE-36 2090416.39 15054749.39 4 PVC 6 3.5
CVE-37 2090432.16 15054749.39 4 PVC 6 3.5
CVE-38 2090446.10 15054750.07 4 PVC 6 3.5
CVE-39 2090496.71 15054785.61 4 PVC 6 3.5
CVE-40 2090496.43 15054803.09 4 PVC 6 3.5
CVE-41 2090495.83 15054820.24 4 PVC 6 3.5
CVE-42 2090493.77 15054826.85 4 PVC 6 3.5
CVE-43 2090493.77 15054846.58 4 PVC 6 3.5
CVE-44 2090495.07 15054846.21 4 PVC 6 3.5
CVE-45 2090335.15 15054863.24 4 PVC 6 3.5
CVE-46 2090347.85 15054812.92 4 PVC 6 3.5
CVE-47 2090340.60 15054785.78 4 PVC 6 3.5
PCIX-1D 2090360.61 15054879.63 2 STEEL 19 10
PCIX-1C 2090360.56 15054881.73 2 STEEL 30 5
PCIX-1B 2090359.01 15054881.75 2 STEEL 50 5
PCIX-1A 2090360.61 15054879.48 2 STEEL 70 5
PCIX-2D 2090398.90 15054872.73 2 STEEL 19 10
PCIX-2C 2090400.28 15054873.46 2 STEEL 30 5
PCIX-2B 2090397.79 15054873.37 2 STEEL 50 5
PCIX-2A 2090399.55 15054871.88 2 STEEL 70 5
PCIX-3D 2090415.55 15054864.08 2 STEEL 19 10
PCIX-3C 2090415.55 15054864.08 2 STEEL 30 5
PCIX-3B 2090415.55 15054864.08 2 STEEL 50 5
PCIX-3A 2090415.55 15054864.08 2 STEEL 70 5
PCIX-4D 2090426.89 15054863.98 2 STEEL 19 10
PCIX-4C 2090426.89 15054863.98 2 STEEL 30 5
PCIX-4B 2090426.89 15054863.98 2 STEEL 50 5
PCIX-4A 2090426.89 15054863.98 2 STEEL 70 5
MW-47M 2090339.56 15054860.73 2 PVC 50 10
SVE-3 2090341.26 15054863.05 2 STEEL 20 13
SVP-01 2090343.64 15054859.87 1 PVC 8 2
SVP-02 2090343.28 15054843.41 1 PVC 8 2
SVP-03 2090431.16 15054813.27 1 PVC 8 2
SVP-04 2090413.02 15054812.05 1 PVC 8 2
SVP-05 2090437.54 15054823.19 1 PVC 8 2
MW-1A 2090603.52 15050583.55 2 STEEL 27 15
MW-1B 2090606.59 15050574.23 2 STEEL 64 10
TABLE 4 - WELLS TO REMAIN
WELL ID EASTING NORTHING
DIAMETER
(IN) CASING
TOTAL
DEPTH (FT
BGS)
SCREEN
LENGTH (FT)
AS-6 2090348.29 15054815.77 2 STEEL 70 5
AS-8 2090371.55 15054780.23 2 STEEL 70 5
AS-11 2090446.86 15054780.94 2 STEEL 70 5
AS-13 2090504.79 15054782.56 2 STEEL 70 5
AS-18 2090463.68 15054811.59 2 STEEL 70 5
AS-20 2090419.07 15054811.10 2 STEEL 70 5
SVE-1 2090265.25 15054877.08 2 STEEL 20 13
SVE-2 2090256.04 15054789.12 2 STEEL 20 13
SVE-4 2090340.57 15054810.88 2 STEEL 20 13
SVE-5 2090379.21 15054780.44 2 STEEL 20 13
SVE-6 2090426.29 15054811.72 2 STEEL 20 13
SVE-7 2090461.25 15054781.44 2 STEEL 20 13
SVE-8 2090495.58 15054816.73 2 STEEL 20 13
SVE-9 2090515.76 15054781.10 2 STEEL 20 13
MW-44A 2090469.23 15054815.71 2 PVC 30 10
MW-44M 2090468.65 15054818.23 2 PVC 50 10
MW-45A 2090398.11 15054827.73 2 PVC 30 10
MW-45M 2090400.08 15054828.81 2 PVC 50 10
MW-46A 2090341.38 15054815.13 2 PVC 30 10
MW-46M 2090340.80 15054816.91 2 PVC 50 10
PCIX-5D 2090440.70 15054864.81 2 STEEL 19 10
PCIX-5C 2090440.70 15054864.81 2 STEEL 30 5
PCIX-5B 2090440.70 15054864.81 2 STEEL 50 5
PCIX-5A 2090440.70 15054864.81 2 STEEL 70 5
GEOTECHNICAL SOIL BORING
LIGHT POLE
WATER LINE VALVE
FIRE HYDRANT
NOTES:
1. WELLS MW-1A AND MW-1B ARE LOCATED AT THE LIBERTY CLEANERS SOURCE
AREA. ALL OTHER WELLS ARE LOCATED AT THE OHM SOURCE AREA.
2. ABANDON OR REMOVE WELLS AS REQUIRED ON SHEETS C-02 AND C-16 IN
ACCORDANCE WITH SECTION 33 29 00.
NOTES:
1. ALL WELLS TO REMAIN ARE LOCATED AT THE OHM SOURCE AREA.
UPRR
Source Area Liberty Cleaners
Services Source Area
Martinizing One Hour
Former Jackson
Source Area
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U.S. Environmental Protection Agency Region 7 Lenexa, Kansas
C D
M F ed er al P ro gr am s
C or po ra
| G01_CVSH |
| G02_GNLG |
| G03_HAUL_ROUTES |
| B01_BORING_LOGS |
| C01_EXIST-OHM |
| C02_DEMO_ASSVE-OHM |
| C03_DEMO_BLDG-OHM |
| C04_TRFC-OHM |
| C05_EXC-OHM |
| C06_XSECS-OHM |
| C07_REST-OHM |
| C08_INJ-OHM |
| C09_EXIST-JACKSON |
| C10_DEMO-JACKSON |
| C11_EXC-JACKSON |
| C12_XSECS-JACKSON |
| C13_REST-JACKSON |
| C14_INJ-JACKSON |
| C15_EXIST-LIB |
| C16_DEMO-LIB |
| C17_EXC-LIB |
| C18_XSECS-LIBERTY |
| C19_REST-LIB |
| C20_INJ-LIB |
| D01_DETAILS-1 |
| D02_DETAILS-2 |
| D03_DETAILS-3 |
| D04_DETAILS-4 |
File details come from the government source that posted it. Updated .