appendix e: civil engineering for chicago area waterway ...€¦ · 29/04/2019 · appendix e:...

Appendix E: Civil Engineering

For

Chicago Area Waterway Systems (CAWS)

Dredged Material Management Plan (DMMP)

April 2019

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CELRC-Civil Engineering Appendix 01, JUL 2014 PREVIOUS EDITIONS ARE NOT CURRENT VERSION 1.1

CHICAGO DISTRICT LEADERS IN CUSTOMER CARE ______________________________________________________________

CHICAGO AREA WATERWAY SYSTEM DMMP Civil Engineering Appendix Preliminary Submittal – Feasibility Final Report April 8, 2019

Do not Copy For Official Use Only Do not Distribute

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1.0 Introduction ............................................................................................................................................................. 3

1.1 PURPOSE AND SCOPE ............................................................................................................................................... 3 1.2 EXECUTIVE SUMMARY .............................................................................................................................................. 3

2.0 Site Access, Staging and Storage............................................................................................................................ 5

2.1 WISCONSIN STEEL SITE #1 ........................................................................................................................................ 5 2.2 116TH AND BURLEY - BEEMSTERBOER ......................................................................................................................... 5 2.3 LTV SITE ................................................................................................................................................................ 5 2.4 FORMER KCBX NORTH TERMINAL ............................................................................................................................. 5 2.5 CURRENT SITE – VERTICAL EXPANSION ....................................................................................................................... 6

3.0 Demolition, Debris Removal, Grading and Erosion Control................................................................................ 6


4.0 Utilities...................................................................................................................................................................... 7


5.0 Berm Design ............................................................................................................................................................. 8 6.0 Major Assumptions ................................................................................................................................................. 9

6.1 WISCONSIN STEEL SITE #1 ........................................................................................................................................ 9 6.2 116TH AND BURLEY - BEEMSTERBOER ......................................................................................................................... 9 6.3 LTV SITE ..............................................................................................................................................................10 6.4 FORMER KCBX NORTH TERMINAL ...........................................................................................................................10 6.5 CURRENT SITE – VERTICAL EXPANSION .....................................................................................................................10

7.0 Surveying and Mapping ........................................................................................................................................10

8.0 Maintenance of Traffic..........................................................................................................................................11

9.0 Volume Computations for Contaminated Material ...........................................................................................11 10.0 References..............................................................................................................................................................14

11.0 Site Plan Drawings .................................................................................................................................................14

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1.0 Introduction 1.1 Purpose and Scope

The purpose of this Appendix is to: 1) discuss existing survey, utility and topographic information; 2) describe existing conditions, design criteria, engineering methods and procedures that were used to layout the project features shown on the civil drawings; and 3) present the methods used and calculations developed for construction quantities.

1.2 Executive Summary

The Chicago Area Waterway System (CAWS) Dredged Material Management Plan (DMMP) identifies and evaluates alternatives to manage the volume of dredged material expected to be generated by the operation and maintenance of federal navigation channels in the Chicago Area over a minimum 20-year period of analysis. Commercial navigation capacity in the federal channels is maintained by periodic dredging to authorized depths. The need for dredging arises from sedimentation and the formation of shoals within the channel. As navigable depths are reduced, vessels are forced to light-load, reducing transportation efficiencies and leading to higher shipping costs. Maintaining authorized channel depths is an important part of maintaining the economic viability of the channels. There are six navigation projects in the CAWS: Calumet Harbor and River; the Cal-Sag Channel; Chicago Harbor; Chicago River; the South Branch of the Chicago River; and the Chicago Sanitary and Ship Canal. Among the CAWS channels, there are projected dredging needs only for Calumet Harbor and River and the Cal-Sag Channel. Over the next 20 years, an estimated 1,030,000 cubic yards of sediment will be dredged from these two projects. Federal law and U.S. Army Corps of Engineers (USACE) policy require that a Base Plan for managing dredged material be identified, addressing placement needs for at least 20 years. The Base Plan is the site-specific dredged material disposal alternative which represents the least-costly alternative consistent with sound engineering practices and meeting all federal environmental standards, including the environmental standards established by Section 404 of the Clean Water Act of 1972. Due to elevated levels of contamination in material dredged from Calumet River and the Cal-Sag Channel, this material cannot be placed in open-water or unconfined in upland locations. Approximately 500,000 cubic yards will be dredged from Calumet River and 30,000 cubic yards from the Cal-Sag Channel. Approximately 500,000 cubic yards of material will be dredged from Calumet Harbor. This material, however, is much less contaminated and can be placed unconfined in certain upland applications. There is currently only limited available capacity for managing material dredged from the Calumet Harbor and River and the Cal-Sag Channel. Annual dredging events at Calumet Harbor and River have filled the existing Chicago Area Confined Disposal Facility (CDF) to capacity, with fill management measures currently being used to extend the life of the facility. Dredging needs have been identified on the Cal-Sag Channel; however the designated placement site, the Lucas Berg CDF, was deauthorized as a currently available site for accepting dredged material by Section 6004 (Deauthorizations) of the Water Resources Reform and Development Act of

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2014. As a result there is currently no placement strategy for sediment dredged from the Cal-Sag Channel. Shipments and receipts at Calumet Harbor and River and through the Calumet Sag-Channel are nationally and regionally important. Chicago is, the second busiest port on the Great Lakes by tonnage. Cal Harbor and River moved an annual average of over 7.5 million tons of commodities, since 2015. Two-thirds of those tonnages are moved on deep-draft vessels, with the rest transported by shallow-draft barges. Commodity movements in the Cal-Sag Channel are predominantly through-traffic, travelling between the Chicago Sanitary and Ship Canal and the Calumet River. Barges transport an annual average of nearly 5.2 million tons of commodities through the channel. Commercial navigation activities at the Calumet Harbor and River and Cal-Sag Channel projects are regionally significant, directly supporting 2,500 jobs. To ensure capacity for all projected dredging needs, alternatives were identified that would manage all material dredged from Calumet Harbor and River and the Cal-Sag Channel. Where possible, beneficial use of Calumet Harbor material was integrated in the plans. Potential Dredged Material Disposal Facility (DMDF) locations adjacent to the federal channel were screened and evaluated, resulting in three alternative plans in addition to a No Action Plan. Sediment remediation technologies and placement of material at established landfills were also evaluated, although these measures have much higher costs than construction of an upland DMDF. Sites were identified using the process described in the main report. The design criteria for each site were set as follow:

1. Storage of 500,000 CY of river dredged material (20 years at 25,000CY per year) 2. Two berm design, each 11 feet high. 3. Drying pad to accommodate yearly dredge quantity about 60,000 CY of material. 4. Access for marine unloading. 5. Dewater Routed to city sewer system, as applicable 6. Closure cap: 2.5 ft of clay + 0.5 ft of top soil

Once the new berms and liner are fully constructed, contaminated material will be placed in the new DMDF. The berms will be constructed in two stages. Once capacity provided by the initial 11-foot berm is reached, a second berm will be constructed adding additional height and capacity. When the facility is full at the end of the projected 20-year project life, a minimum 3-foot cover, consisting of clean dredged material and topsoil, would be placed on top of the

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contaminated material for final site closure. The closed site would then be turned over to the nonfederal sponsor, the Chicago Department of Transpiration (CDOT). The following sites were selected after pre-screening:

1. Wisconsin Steel Site #1 2. 116th and Burley – Beemsterboer 3. LTV Site 4. Former KCBX North Terminal 5. Current Site - Vertical Expansion

2.0 Site Access, Staging and Storage 2.1 Wisconsin Steel Site #1

Access to the site can be made from 106th Street and Muskegon Avenue. This roadway was recently resurfaced, the cut can be made at the curve to create T-section. Two lane gravel road would connect the main road with staging and storage area. The staging and storage area was developed based on available land, and it was located next to the drying pad for convenience. The staging and storage area is not paved, 12 inch gravel will be placed as a base.

2.2 116th and Burley - Beemsterboer

Access to the site can be made from S Avenue O and 116th St. which crosses railroad tracks. Concrete paved access road continues along the railroad all the way to the site entrance, two lane gravel road would connect the access road with staging and storage area. The staging and storage area was developed based on available land, and it was located next to the drying pad for convenience. The staging and storage area is not paved, 12 inch gravel will be placed as a base.

2.3 LTV Site

Just off 116th Street is the entrance at the southeast corner of the site. The site has been compacted from the constant truck movements, so access around the site is manageable using the established roads. The staging and storage area was developed based on available land, and it was located next to the drying pad for convenience. The staging and storage area is not paved, 12 inch gravel will be placed as a base.

2.4 Former KCBX North Terminal

Access to the site can be made from 100th Street close to railroad tracks by Commercial Avenue. The access road follows railroad tracks, and it is concrete paved. The staging and storage area would be located right at the edge of the site. The staging and storage area was developed based on available land, and it was located next to the drying pad for convenience. The staging and storage area is not paved, 12 inch gravel will be placed as a base.

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2.5 Current Site – Vertical Expansion

Access to the site can be made from E 95th Street utilizing current access road through IIPD Property at Iroquois Landing, alternative access if real estate agreements are not made, can be made from the Chicago District Calumet Park to the south using E Forman Dr. In either case, road improvements will be made to allow access to the site – grading, adding access gate, cutting curb, minimal concrete paving. The staging and storage area would be located right at the edge of the site, where it is currently located.

3.0 Demolition, Debris Removal, Grading and Erosion Control 3.1 Wisconsin Steel Site #1

The existing site does not contain any known above ground structures to be demolished. Grading is not within the scope of work for this project. The proposed features will be installed to match the existing topography, which appears to be flat. Any excavated material will be spread around the site to fill any voids. Heavy tree clearing and grubbing around the site perimeter will be necessary for construction of the proposed features. An existing drainage ditch borders the north and east sides of the project and should be protected by erosion control measures in accordance with the Illinois Urban Manual. Upon completion of the project, disturbed areas will be restored with permanent vegetation.


The existing site is used as a parking lot paved and unpaved in various locations. The site contains two metal storage buildings: 500 ft x 100 ft and 250 ft x 70 ft that will need to be demolished. The site contains a concrete wall steel reinforced that is 1000 ft long and 25 feet wide, that would need be removed. Minor tree clearing and grubbing will be required to install the site features. There are existing dirt haul roads which could remain and be abandoned in place. The roads may also provide some benefit for equipment and vehicle traffic during construction. Minor grading will be necessary to slope the bottom of the DMDF south towards the proposed decant structure. Also, a perimeter drainage ditch will be installed along the exterior toe of the north berm to accommodate overland drainage from the north. All excess Calumet Harbor material must be used for construction of the berm or have a beneficial use identified and approved between USACE and the nonfederal sponsor.

3.3 LTV Site

The site is void of vegetation so no clearing and grubbing is necessary. Since the site is currently being used for recycling and storage of metals, it is unknown if the material will be removed from the site prior to construction, or if it can be salvaged. It was anticipated the material would remain onsite and a debris removal bid item would be necessary. The gravel stockpiles in the southwest corner were removed by the current owner, but due to older topographic survey used, it is still shown on the drawing. Minor grading will be necessary to slope the bottom of the DMDF south towards the proposed decant structure. All excess material must remain onsite and may be used for construction of the berm.

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No demolition, clearing and grubbing, and/or grading will be necessary to access or install the site features since the site appears to be fully paved with concrete. In general, the project limits should be protected by proper erosion control measures in accordance with the Illinois Urban Manual. Any existing areas disturbed will be restored with permanent vegetation.


To optimize the site layout, the access road on the west side of the current CDF will be straightened, so some grading will be necessary. The current site will require minimal grading inside of the CDF. On the exterior side of the dikes, a swale/ditch about 1.5ft deep will be excavated in order to capture storm runoff. The ditch will be sloped to drain toward the existing dewatering pond. In general, the project limits should be protected by proper erosion control measures in accordance with the Illinois Urban Manual. Any existing areas disturbed will be restored with permanent vegetation.

4.0 Utilities 4.1 Wisconsin Steel Site #1

No utility information was provided for this site. A site visit also revealed no known utilities. It is assumed that there is no utility infrastructure that exists within close proximity of the project limits. Verification on the nearest existing sewer for a connection is required, however it is assumed at this point that it is located about 250 feet from the pump/decant structure at 106th St.


No utility information was provided for this site. A site visit also revealed no known utilities since the site was locked and access was limited. It is assumed that there is no utility infrastructure that exists within close proximity of the project limits, and existing building is connected to septic system for sewer discharge. Verification on the nearest existing sewer for a connection is required, however it is assumed at this point that it is located about 2,000 feet away. The sewer line would be installed along the access road, under the railroad tracks, and through an open field area/park.

4.3 LTV Site

No utility information was provided for this site. A site visit also revealed no known utilities. It is currently in operation and could not be accessed. It is assumed that there is no utility infrastructure that exists within close proximity of the project limits. Verification on the nearest existing sewer for a connection is required, however it is assumed at this point that it is located about 1,000 feet away. The sewer line would be installed along the access road, under the railroad tracks.

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No utility information was provided for this site. It is assumed that there is no utility infrastructure that exists within close proximity of the project limits. Refer to the plans for the layout of the effluent discharge pipes and structures. Verification on the nearest existing sewer for a connection is required, however it is assumed at this point that it is located about 1,000 feet away at 100th Street. The sewer line would be installed along the access road, under the railroad tracks.


There is no utility infrastructure that exists within close proximity of the project limits for the new work. The current discharge pipe will be reused, however the filter media will be replaced.

5.0 Berm Design For Wisconsin Steel Site #, 116th and Burley Beemsterboer, and LTV site, the layouts for the dikes were developed to store 20 years of dredge material by building an 11-foot berm during Phase I and building another 11-foot berm during Phase II. The side slopes for the berm would be 3 to 1 with a 12 foot wide crest. The exterior side of the berm would need to have a top soil layer with vegetation to control erosion. At this moment seed mix is to be assumed as grass/turf mix. At the exterior toe of the berm, a small ditch would need to be constructed to control storm water runoff, which will be directed to the storage/staging area if possible.

For Vertical Expansion, the layout for dike was developed to store 20 years of dredge material by building an 11-foot berm during Phase I and building another 11-foot berm during Phase II. Because the new drying pads are within and below the exterior dikes, the design does not include lining the bottom of these with clay, therefore the cross section was revised.

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6.0 Major Assumptions 6.1 Wisconsin Steel Site #1

Unload Material Area will not require a new sheet pile wall installation. Based on the aerial photographs, there is an existing sheet pile wall installed at the river bend. The condition of the sheet pile wall is unknown. Assume construction of the unloading dock without sheet pile installation. Construction of a 150 feet wide by 1,300 feet long berm would be required since the site is very close to a public road and a residential area. The screening berm would also act as an extra/fail safe dust control feature. Side slopes of the berm are 3:1. It will be about 20 feet high, with 30 feet of crest width. The berm will be seeded with grass/turf mix to control erosion. It is assumed to be constructed using beneficial use material from Calumet Harbor.


Unload Material Area will not require a new sheet pile wall installation. Based on the aerial photographs, there is an existing sheet pile wall installed along entire length of the site. The condition of the sheet pile wall is unknown. Assume construction of the unloading dock without sheet pile installation. Construction of a 150 feet wide by 1,650 feet long screening berm would be possible since the site is very large. The screening berm would also act as an external/fail safe dust control feature. Side slopes of the berm are 3:1. It will be about 20 feet high, with 30 feet of crest width. The berm will be seeded with grass/turf mix to control erosion. It is assumed to be constructed using beneficial use material from Calumet Harbor. Based on the available land, this site will also include about 17 AC of unused area that could to be developed by others. The cost for this area is not included.

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6.3 LTV Site

Unload Material Area will not require a new sheet pile wall installation. Based on the aerial photographs, there is an existing sheet pile wall installed along entire length of the site. The condition of the sheet pile wall is unknown. Assume construction of the unloading dock without sheet pile installation.


Unload Material Area will not require a new sheet pile wall installation. Based on the aerial photographs, there is an existing sheet pile wall installed along entire length of the site. The condition of the sheet pile wall is unknown. Assume construction of the unloading dock without sheet pile installation.


In order to build the proposed dikes on existing dredged material, a system of wick drains will need to be installed, in order to pre-load the existing ground within the footprint of the new dike. This would reduce a risk for large settlements after dike construction. More details are provided in the Geotechnical Appendix. In order to protect the sideslopes on the Lake Michigan side, 2 layers of 3ft angular stone will be required to be installed about 6ft from the existing ground level. In order to achieve the capacity for the dredge material, the quantities gained from closing the facility with the closure cap, have to be added to Phase I and Phase II quantities.

7.0 Surveying and Mapping The existing topographic contours and spot elevations shown on the civil drawings were taken from a LIDAR Contours of Cook County projected in Illinois State Plane East, NAD83. The contours represent the general slopes of the terrain. The aerials shown are ESRI images last updated November 13, 2013. The mapping for the parcel lines are ESRI Shape File format projected in Illinois State Plane East, NAD83. This information is provided for general GIS applications and should not to be used in place of a field survey to determine precise location of features and parcel boundaries for any engineering design, legal, or regulatory purposes.

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8.0 Maintenance of Traffic Maintenance of traffic during construction will be required per city and state standards—depending on the road being used to access the site. Consideration of other entities still occupying the site during construction may be necessary. All pavement and road surfaces damaged must be replaced in accordance with city or state standards.

9.0 Volume Computations for Contaminated Material

ELEVATION AREA (SF) AVERAGE AREA (SF) ELEVATION VOLUME (CF) VOLUME (CY) VOLUME (AC-FT)

11 587228.00726128.00 11.00 7987408.00 295829.93 183.37

0 865028.00

22 480772.00611802.00 11.00 6729822.00 249252.67 154.50

11 742832.00

Total 545082.59

DMMP Wisconsin Steel Site #1 - Double BermCHICAGO, ILLINIOS

March 29, 2018

Area (SF) Depth (FT) Alignment Length (FT) Cross-Section Area (SF) Volume (CF) Volume (CY)

Clean Fill/Beneficial Use Material (STG 1) 3806.00 284 1,079,962 39,999

Clay Liner Berm (2ft thick) (STG 1) 3806.00 237 902,186 33,414



Cap 2.5 ft Clean Fill/Beneficial Use 742832.00 2.50 1,857,080 68,781

Cap 6" Top Soil 742832.00 0.50 371,416 13,756

DMMP Wiscounsin Steel #1 - Double BermCHICAGO, ILLINIOS

March 29, 2018


11 592466.00720714.50 11.00 7927859.50 293624.43 182.00

0 848963.00

22 495023.00615401.50 11.00 6769416.50 250719.13 155.40

11 735780.00

Total 544343.56

DMDF 116TH AND BULREY - Double BermCHICAGO, ILLINIOSDecember 21, 2018

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Clean Fill/Beneficial Use Material (STG 2) 3326.00 284 943,761 34,954



Cap 6" Top Soil 735780.00 0.50 367,890 13,626

DMDF 116TH AND BULREY - Double BermCHICAGO, ILLINIOSDecember 21, 2018


11 573521.00728260.50 11.00 8010865.50 296698.72 183.90

0 883000.00

22 453650.00600526.50 11.00 6605791.50 244658.94 151.65

11 747403.00

Total 541357.67

Former KTBX Site - Double BermCHICAGO, ILLINIOSDecember 21, 2018







Cap 6" Top Soil 747403.00 0.50 373,702 13,841

Former KTBX Site - Double BermCHICAGO, ILLINIOSDecember 21, 2018

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11 661272.00801036.00 11.00 8811396.00 326348.00 202.28

0 940800.00

22 553936.00685904.00 11.00 7544944.00 279442.37 173.21

11 817872.00

Total 605790.37

LTV Site - Double BermCHICAGO, ILLINIOSDecember 21, 2018







Cap 6" Top Soil 817872.00 0.50 408,936 15,146

LTV Site - Double BermCHICAGO, ILLINIOSDecember 21, 2018


11 515729.00653416.50 11.00 7187581.50 266206.72 165.00

0 791104.00

22 412584.00541199.00 11.00 5953189.00 220488.48 136.67

11 669814.00

Total 486695.20

DMMP Vertical Expension - Double BermCHICAGO, IL

December 6, 2018

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10.0 References U.S. Army Corps of Engineers, 1993, Engineering and Design Cost Engineering Policy and General Requirements, Engineering Regulation 1110-1-1300, Department of the Army, Washington D.C., 26 March 1993. U.S. Army Corps of Engineers, 1999, Engineering and Design for Civil Works Projects, Engineering Regulation 1110-2-1150, Department of the Army, Washington D.C., 31 August 1999.

11.0 Site Plan Drawings


Clean Fill/Beneficial Use Material St I 3779.00 370 1,396,539 51,724

Gravel Liner Berm (1ft thick) 3779.00 78 294,762 10,917

Clay Liner Berm (2 ft thick side only) 3779.00 81 306,262 11,343

Clean Fill/Beneficial Use Material St II 3571.00 455 1,626,064 60,225

Clay Liner Berm (2ft thick side only) 3571.00 81 289,405 10,719

Cap Stage III 91,667

2.5 Cap Clean Fill 47,753

DMMP Vertical Expension - Double BermCHICAGO, IL

December 6, 2018

TOE OF BERMTOE OF BERM

TOE OF BERM

USE MATERIAL

MIN 2.5' OF BENEFICIAL

TOP OF BERM

6" TOP SOIL & SEED

6" TOP SOIL & SEED

78'-0"

78'-0"

12'-0"

STORAGE 3

CAP SEDIMENT

UNLOADING DOCK

PROPOSED

POND

DEWATERING

EXISTINIG

TO CDF

MATERIAL FROM DRYING PAD

RAMP TO TRANSFER

DRAINAGE DITCH

ALONG THE SIDE

ARMOR STONE

1' GRAVEL

2' CLAY

SEE NOTE 7

(HARBOR MATERIAL)

DRYING PAD

SEE NOTE 7

(RIVER MATERIAL)

DRYING PAD

EXISTING GROUND

BERM/CONCRETE BLOCKS

DRYING PADS SEPARATION

FABRICGEOTEXTILE

2' CLAY

DRAINAGE DITCH

SLOPE 0.04 WITH 1.5 FT MIN COVER

VALVE AT THE OUTLET

1.5 FT DIA PVC PIPE WITH FLEXIBLE CHECK

BOTH SIDES OF DITCH

SLOPE 3 TO 1

SLOPE 0.002

SEE TYPICAL CROSS SECTION

DEWATERING POND

DISCHARGED TO EXISTING

RUNOFF DRAINAGE "DITCH A"

SLOPE 0.002

SEE TYPICAL CROSS SECTION

DEWATERING POND

DISCHARGED TO EXISTING

RUNOFF DRAINAGE "DITCH B"

6" TOP SOIL & SEED

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TYPICAL CROSS SECTION ACROSS CDF

STAGE 1 BERM STAGE 1 BERM


BENEFICIAL USE MATERIAL

CLEAN FILL/

STAGE 2


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SEDIMENT

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PLAN VIEW - EXISTING CHICAGO CDF EXPANSION PLAN

FOR PUMPING/DEWATERING.

SLOPED DOWN FOR DRAINAGE TO SOUTH TO ALLOW COLLECTION OF WATER

7. BOTTOM OF DRYING PADS WILL BE FILLED WITH 4" ASPHALT GRINDINGS LAYER

MANAGEMENT DURING DREDGING.

STRUCTURES (SUMP STRUCTURE/CULVETS) TO HELP WITH WATER

6. ASSUME INSIDE OF THE CDF CONSTRUCTION OF WATER HANDLING

LANDING WELLS.

5. ASSUME NEW FILTER CELLS, NEW DISCHARGE PIPE AND 3 IROQUOIS

COLLECT ANY STORM RUNOFF ON THE EXTERIOR SIDE OF DIKE.

FOR WAVE PROTECTION. DRAINAGE DITCH WILL BE CONSTRUCTED TO

4. NEWLY CONSTRUCTED DIKE WILL BE ARMORED ON THE BOTTOM

LOADING ON EXISTING BREAKWATER WALL.

3. DIKE WILL BE BUILT WITH 25 OFFSET FROM EDGE TO REDUCE

2. ALL MATERIAL SHALL REMAIN ON SITE.

1. EXISTING CONCRETE BLOCKS WALL WILL BE REMOVED.

NOTES:

3

1

LAKE SIDE

16'-0"

7'-0"

1'-6"

50 FTPVC PIPE

1,600 FTDITCH B

2,000 FTDITCH A

15.5 ACFOOTPRINT OF DRYING PAD

18 ACFOOTPRINT OF CDF

BERM HEIGHT (STAGE 1 & 2) 11 FT

45,752 CYBENEFICIAL USE:

CAP CLEAN FILL

BENEFICIAL USE MATERIAL: 60,225 CY

BERM CLEAN FILL (STAGE 2)



95,250 CYSTAGE 3 SEDIMENT:



DISPOSAL FACILITY STATISTICS

N.T.S

TYPICAL CROSS SECTION ACROSS DITCH A AND B

ACCESS ROAD

TOE OF BERM

TOE OF BERM

ACCESS RAMP

USE MATERIAL


TOP OF BERM

6" TOP SOIL & SEED

6" TOP SOIL & SEED

GRINDINGS LAYER4" ASPHALT

78'-0"

78'-0"

12'-0"

UNLOAD MATERIAL AREA(SEE NOTE 4)

EXISTING SHEET PILE WALL

(SEE NOTE 3)

STRUCTURE

LOCATION/DECANT

PUMP


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O.:

DE

SIG

NE

D B

Y:

DE

SC

RIP

TIO

N

1

A

MA

RK

SIZ

E:

SU

BMIT

TE

D B

Y:

DA

TE

CO

NT

RA

CT N

O.:

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

ISS

UE D

AT

E:

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

CHIC

AG

O, IL

LIN

OIS 6

0604

231 S. L

AS

ALLE S

T, S

UIT

E 1

500

CHIC

AG

O DIS

TRIC

T


...\Chicago Area DMMP\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\SITE 3 - FORMER KCBX NORTH TERMINAL

B1SCALE: 1" = 200'

N

400'0 200'

ST

OR

AG

E A

RE

A

ST

AGIN

G A

ND

3

1

2' CLAY

2' CLAY

N.T.S


3

1

N.T.S





CLEAN FILL/

STAGE 2


CLEAN FILL/

STAGE 1

STORAGE 1

SEDIMENT

STORAGE 2

SEDIMENT


PLAN VIEW - SITE NO. 3 (FORMER KCBX NORTH TERMINAL)

15 ACFOOTPRINT OF DRYING PAD


BERM HEIGHT (STAGE 2) 11 FT



CAP CLEAN FILL








WIT

OL

D K

LU

ZA

FO

RM

ER K

CB

X N

OR

TH T

ER

MIN

AL

SIT

E 3

CS105

WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

SIT

E 3

CS105

WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

CHIC

AG

O, IL

LIN

OIS

CA

LU

ME

T L

AK

E

DM

MP SIT

ES

CS105.d

gn

E 100TH ST

IS PAVED WITH CONCRETE.

THE AERIAL IS NOT UP TO DATE, CURRENTLY THE SITE

5. CONTOUR LINES ARE NOT SHOWN FOR CLARITY,

4. SHEET PILE CONDITION UNKNOWN.

WITH RAILROAD CROSSING IN BETWEEN.

TREATMENT FACILITY IS 1,000 FT AWAY AT E 100TH ST

3. ASSUMED WATER DISCHARGED TO LOCAL


TOWARDS PUMP LOCATION

1. GRADE INTERIOR OF CDF TO DRAIN

NOTES:

(HARBOR MATERIAL)

DRYING PAD

(RIVER MATERIAL)

DRYING PAD

ACCESS ROAD

TOE OF BERM

ACCESS RAMP

TOE OF BERM

USE MATERIAL


TOP OF BERM

6" TOP SOIL & SEED

6" TOP SOIL & SEED


78'-0"

78'-0"

12'-0"

UNLOAD MATERIAL AREA

SEE NOTE 4

150' X 1,300' BERM

WALL (SEE NOTE 5)

EL 578 EXISTING SHEETPILE

(SEE NOTE 6)

STRUCTURE

LOCATION/DECANT

PUMP


...\Chicago Area DMMP\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\SITE 5 - WISCONSIN STEEL SITE #1

®of Engineers

US Army Corps

U.S.

AR

MY C

OR

PS O

F E

NGIN

EE

RS

P

ROJE

CT I

D:

FIL

E N

AM

E:

SO

LICIT

ATIO

N N

O.:

DE

SIG

NE

D B

Y:

DE

SC

RIP

TIO

N

1

A

MA

RK

SIZ

E:

SU

BMIT

TE

D B

Y:

DA

TE

CO

NT

RA

CT N

O.:

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

ISS

UE D

AT

E:

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

CHIC

AG

O, IL

LIN

OIS 6

0604

231 S. L

AS

ALLE S

T, S

UIT

E 1

500

CHIC

AG

O DIS

TRIC

T

CHIC

AG

O, IL

LIN

OIS

DM

MP SIT

ES

CA

LU

ME

T L

AK

E


...\Chicago Area DMMP\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\SITE 5 - WISCONSIN STEEL SITE #1

B1SCALE: 1" = 200'

N

400'0 200'

STORAGE AREA

STAGING AND

PLAN VIEW - SITE NO. 5 (WISCONSIN STEEL SITE #1)

3

1

2' CLAY

2' CLAY

N.T.S


3

1

N.T.S





CLEAN FILL/

STAGE 2


CLEAN FILL/

STAGE 1

STORAGE 1

SEDIMENT

STORAGE 2

SEDIMENT



19.5 ACFOOTPRINT OF CDF




CAP CLEAN FILL








SO

LICIT

ATIO

N N

O.:

DE

SIG

NE

D B

Y:

DE

SC

RIP

TIO

N

1

A

MA

RK

SIZ

E:

SU

BMIT

TE

D B

Y:

DA

TE

CO

NT

RA

CT N

O.:

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

ISS

UE D

AT

E:

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

SIT

E N

O. 5

CS101

SIT

E N

O. 5

CS101

WIS

CO

NSIN S

TE

EL SIT

E #

1WIS

CO

NSIN S

TE

EL SIT

E #

1WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

CS101.d

gn

CS101.d

gn

EL 592

EL 590

EL 588

EL 592

EL 590

EL 592

EL 592

LOCATED 250 FT AWAY FROM PUMP/DECANT STRUCTURE.

6. ASSUME EXISTING SEWER LINE RUNS ALONG E 106TH ST

5. EXISTING SHEET PILE DETAILS UNKNOWN.

4. SCREENING EARTH BERM.

TO TIE INTO.

TREATMENT FACILITY, UNKNOWN DISTANCE





NOTES:

(HARBOR MATERIAL)

DRYING PAD

(RIVER MATERIAL)

DRYING PAD

USE MATERIAL


TOP OF BERM

6" TOP SOIL & SEED

6" TOP SOIL & SEED


78'-0"

78'-0"

12'-0"


TOE OF BERM

TOE OF BERM

TOE OF BERM

ACCESS ROAD

SEE NOTE 4

1,650' x 150' BERM

17 AC

1600' x 450'

SITE TO BE DEVELOPED BY OTHERS

ESTATE BOUNDARY LINE

APPROXIMATE REAL

(SEE NOTE 5)

EL 578 EXISTING SHEETPILE WALL

RAILROAD

(SEE NOTE 6)

STRUCTURE

LOCATION/DECANT

PUMP

ACCESS RAMP


...\Chicago Area DMMP\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\SITE 7 - BEEMSTERBOER

®of Engineers

US Army Corps

U.S.

AR

MY C

OR

PS O

F E

NGIN

EE

RS

P

ROJE

CT I

D:

FIL

E N

AM

E:

SO

LICIT

ATIO

N N

O.:

DE

SIG

NE

D B

Y:

DE

SC

RIP

TIO

N

1

A

MA

RK

SIZ

E:

SU

BMIT

TE

D B

Y:

DA

TE

CO

NT

RA

CT N

O.:

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

ISS

UE D

AT

E:

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

CHIC

AG

O, IL

LIN

OIS 6

0604

231 S. L

AS

ALLE S

T, S

UIT

E 1

500

CHIC

AG

O DIS

TRIC

T

®of Engineers

US Army Corps

U.S.

AR

MY C

OR

PS O

F E

NGIN

EE

RS

P

ROJE

CT I

D:

FIL

E N

AM

E:


...\Chicago Area DMMP\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\SITE 7 - BEEMSTERBOER

CA

LU

ME

T L

AK

E

DM

MP SIT

ES

CHIC

AG

O, IL

LIN

OIS

CHIC

AG

O DIS

TRIC

T

B1SCALE: 1" = 200'

N

400'0 200'

3

1

2' CLAY

2' CLAY

N.T.S


3

1

N.T.S





CLEAN FILL/

STAGE 2


CLEAN FILL/

STAGE 1

STORAGE 1

SEDIMENT

STORAGE 2

SEDIMENT


STORAGE AREA

STAGING AND

PLAN VIEW - SITE NO. 7 ( 116TH AND BURLEY - BEEMSTERBOER)






CAP CLEAN FILL








231 S. L

AS

ALLE S

T, S

UIT

E 1

500

CHIC

AG

O, IL

LIN

OIS 6

0604

WIT

OL

D K

LU

ZA

SO

LICIT

ATIO

N N

O.:

DE

SIG

NE

D B

Y:

DE

SC

RIP

TIO

N

1

A

MA

RK

SIZ

E:

SU

BMIT

TE

D B

Y:

DA

TE

CO

NT

RA

CT N

O.:

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

ISS

UE D

AT

E:

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

WIT

OL

D K

LU

ZA

116T

H A

ND B

UR

LE

Y - B

EE

MS

TE

RB

OE

R

SIT

E N

O. 7

CS102

WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

116T

H A

ND B

UR

LE

Y - B

EE

MS

TE

RB

OE

R

SIT

E N

O. 7

CS102

WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

CHIC

AG

O, IL

LIN

OIS

DM

MP SIT

ES

CA

LU

ME

T L

AK

E

WIT

OL

D K

LU

ZA

CS102

SIT

E N

O. 7

WIT

OL

D K

LU

ZA

116T

H A

ND B

UR

LE

Y - B

EE

MS

TE

RB

OE

R

CS102.d

gn

CS102.d

gn

CS102.d

gn

IN BETWEEN

IS LOCATED 2,000 FT AWAY WITH RAILROAD CROSSING

6. ASSUME EXISTING SEWER LINE TO CONNECT TO

DETAILS UNKNOWN.

5. EXISTING SHEET PILE

4. SCREENING EARTH BERM .

TO TIE INTO.






NOTES:

EL 592

EL 592

EL 592

EL 592

EL 586

EL 584

EL 594

(HARBOR MATERIAL)

DRYING PAD

(RIVER MATERIAL)

DRYING PAD

USE MATERIAL


TOP OF BERM

6" TOP SOIL & SEED

6" TOP SOIL & SEED


78'-0"

78'-0"

12'-0"


TOE OF BERM

ACCESS ROAD

SEE NOTE 4

1,650' x 150' BERM

(SEE NOTE 5)

EL 578 EXISTING SHEETPILE WALL

RAILROAD

(SEE NOTE 6)

STRUCTURE

LOCATION/DECANT

PUMP

ACCESS RAMP


...\Chicago Area DMMP\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\SITE 8 - LTV SITE

®of Engineers

US Army Corps

U.S.

AR

MY C

OR

PS O

F E

NGIN

EE

RS

P

ROJE

CT I

D:

FIL

E N

AM

E:

SO

LICIT

ATIO

N N

O.:

DE

SIG

NE

D B

Y:

DE

SC

RIP

TIO

N

1

A

MA

RK

SIZ

E:

SU

BMIT

TE

D B

Y:

DA

TE

CO

NT

RA

CT N

O.:

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

ISS

UE D

AT

E:

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

CHIC

AG

O, IL

LIN

OIS 6

0604

231 S. L

AS

ALLE S

T, S

UIT

E 1

500

CHIC

AG

O DIS

TRIC

T

®of Engineers

US Army Corps

U.S.

AR

MY C

OR

PS O

F E

NGIN

EE

RS

P

ROJE

CT I

D:

FIL

E N

AM

E:


...\Chicago Area DMMP\40 - Geospatial Data\Drawings\CAD_BIM\_Sheets\SITE 8 - LTV SITE

CA

LU

ME

T L

AK

E

DM

MP SIT

ES

CHIC

AG

O, IL

LIN

OIS

CHIC

AG

O DIS

TRIC

T

B1SCALE: 1" = 200'

N

400'0 200'

3

1

2' CLAY

2' CLAY

N.T.S


3

1

N.T.S





CLEAN FILL/

STAGE 2


CLEAN FILL/

STAGE 1

STORAGE 1

SEDIMENT

STORAGE 2

SEDIMENT


STORAGE AREA

STAGING AND

231 S. L

AS

ALLE S

T, S

UIT

E 1

500

CHIC

AG

O, IL

LIN

OIS 6

0604

WIT

OL

D K

LU

ZA

PLAN VIEW - SITE NO. 8 (LTV SITE)

WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

CHIC

AG

O, IL

LIN

OIS

DM

MP SIT

ES

CA

LU

ME

T L

AK

E

WIT

OL

D K

LU

ZA

WIT

OL

D K

LU

ZA

LT

V SIT

E

SIT

E N

O. 8

CS103

LT

V SIT

E

SIT

E N

O. 8

CS103

LT

V SIT

E

CS103

SIT

E N

O. 8

CS103.d

gn

CS103.d

gn

CS103.d

gn

IN BETWEEN

IS LOCATED 1,000 FT AWAY WITH RAILROAD CROSSING

6. ASSUME EXISTING SEWER LINE TO CONNECT TO

5. EXISTING SHEET PILE DETAILS UNKNOWN

4. SCREENING EARTH BERM .

TO TIE INTO.






NOTES:

EL 592

EL 592

EL 592

EL 592

EL 592

EL 592

(HARBOR MATERIAL)

DRYING PAD

(RIVER MATERIAL)

DRYING PAD






CAP CLEAN FILL








appendix e: civil engineering for chicago area waterway ...€¦ · 29/04/2019 · appendix e:...

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