WWTP Plans.pdf
PDF 41 MB Posted
- Attached to
- Wastewater Treatment Plant (WWTP)
- Solicitation number
- W912P624R0004
About this file
This document is a Sources Sought notice from the U.S. Army Corps of Engineers, Chicago District, regarding a Wastewater Treatment Plant (WWTP) requirement. The notice seeks market research to identify parties interested in and capable of providing, operating, and maintaining a WWTP to treat a combination of dredged water, groundwater, and precipitation at the Indiana Harbor and Canal Confined Disposal Facility for dredged material. The anticipated contract type is Firm-Fixed-Price, and the work may be set aside for small businesses. Respondents must provide details on their past experience, technical capabilities, proposed plant size and costs, mobilization/demobilization timelines, and life-cycle of the plant. Capabilities statements are due by 2 pm CT on April 11, 2024. The government will use the responses to determine if this requirement will be a small business set-aside or unrestricted competition.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Attachment Tables 1-1B-2.pdf | ||
| Regulatory Requirements.pdf | ||
| IHC WWTP PWS-02-23-2024.docx | DOCX document | |
| Miscellaneouse Specifications.pdf |
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ARMY CORPS OF ENGINEERS, INCLUDING ALL AMENDMENTS TO THE MANUAL POSTED PRIOR TO DATE OF CONTRACT AWARD.
ALL WORK SHALL BE IN ACCORDANCE WITH EM-385-1-1, "SAFETY AND HEALTH REQUIREMENTS MANUAL", REVISED NOVEMBER 30, 2014, U.S. 2.
CONTRACTOR SHALL IDENTIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE CONTRACT WORK LIMITS PRIOR TO CONSTRUCTION.1.
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STANDARD ABBREVIATIONS
TREATMENT PLANT (WWTP)
WASTE WATER
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ARMY CORPS OF ENGINEERSACOE
DIGITAL TERRAIN MODELDTM
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REINFORCED CONCRETE PIPERCP
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LEGEND
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SITE ACCESS
SCALE: N.T.S.
ACCESS ROUTE
SHARED WITH DREDGING CONTRACTOR (SEE SHEET CS-102).
PART OF WASTEWATER TREATMENT AREA TO BE APPROVAL FROM COR.
MAY BE AVAILABLE FOR USE BY TREATMENT PLANT CONTRACTOR WITH
AREA FOR WASTEWATER TREATMENT PLANT AS SHOWN. ADDITIONAL AREAS 3.
SUITABLE FOR VEHICLES LARGER THAN A PICKUP TRUCK.
NORTH GATE ENTRANCE RAMP HAS AN APPROXIMATE INCLINE OF 10% AND IS NOT 2.
DUE TO OTHER CONSTRUCTION ACTIVITIES.
GATE ACCESS MAY BE USED IF THE RILEY ROAD ACCESS IS NOT AVAILABLE
THE MAIN ACCESS TO THE SITE IS AT RILEY ROAD AS SHOWN. THE NORTH 1.
PLANT AREA
TREATMENT
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GENERAL NOTES
APPROVAL FROM COR.
MAY BE AVAILABLE FOR USE BY TREATMENT PLANT CONTRACTOR WITH
AREA FOR WASTEWATER TREATMENT PLANT AS SHOWN. ADDITIONAL AREAS 6.
DIKE CONTRACTOR DURING DIKE EXPANSION.
MIDPOINTS OF THE CDF DIKES. AIR MONITORING PADS WILL BE INSTALLED BY
AIR MONITORING PAD IS TYPICAL OF EIGHT AT THE FOUR CORNERS AND 5.
EXISTING FEATURES CONSTRUCTED BY OTHERS ARE LABELLED AS "EX"4.
STRUCTURES.
GRADIENT SYSTEM CONTROL PANELS AND WELLS TO AVOID DAMAGE TO THOSE
CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING AROUND THE 3.
DETAILS AVAILABLE UPON REQUEST
ACCESS ROAD AND SHEET PILE CANAL WALL AT THE SOUTH END OF THE SITE.
DELINEATED ALONG THE ENTIRE SOUTH END BETWEEN THE EAST-WEST
OR STORE EQUIPMENT ON THE ANCHOR WALL TIE-RODS. THIS AREA IS
CONTRACTOR SHALL NOT OPERATE MACHINERY/EQUIPMENT, DRIVE VEHICLES 2.
DECANT STRUCTURE DETAILS ARE PROVIDED FOR REFERENCE.1.
SHARED WITH DREDGING CONTRACTOR (SEE SHEET CS-102).
PART OF WASTEWATER TREATMENT AREA TO BE
TSCA SEDIMENT DISPOSAL AREA
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EXISTING MAIN ENTRANCE
SEE NOTE 5
EXISTING AIR MONITORING PAD
NEW TURNAROUND
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EXISTING
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LOCATION
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TAR SEEP AREA
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SEE NOTE 6
EXISTING WASTEWATER TREATMENT PAD LOCATION
ALTERNATIVE ENTRANCE
SEE NOTE 1
TO BE MODIFIED BY DIKE EXPANSION CONTRACTOR.
DECANT STRUCTURE AND BRIDGE
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ELEV.
ELEV. DESCRIPTION
IN WEST NAD83 STATEPLANE COORDINATES
NAVD88
IHC-CDF-1
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BRONZE DISK
BRONZE DISK
BRONZE DISK
HORIZONTAL & VERTICAL CONTROL POINTS
GENERAL NOTES
TO NGS MONUMENT DI0731.
4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED
VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET. (GEOID 12b)
3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
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591.3272844011.46
592.892842010.61
591.0242842254.14
588.9162843771.87 588.916
IHC-CDF-1
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13.10 03 FOR MORE DETAILS ABOUT DECANT STRUCTURE USE AND COORDINATION.
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EXPANSION, AND WILL BE TEMPORARILY UNAVAILABLE FOR USE UNTIL MODIFICATION OF THE STRUCTURE IS COMPLETED. THE WEST
CONSTRUCTION AND NOT FOR THE EXPANDED DIKE. THE EAST DECANT STRUCTURE IS UNDER MODIFICATION DURING DIKE
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13.10 03 FOR MORE DETAILS ABOUT DECANT STRUCTURE USE AND COORDINATION.
DECANT STRUCTURE WILL NOT BE MODIFIED AND WILL REMAIN IN SERVICE DURING DIKE CONSTRUCTION. SEE SPECIFICATION 44 41
EXPANSION, AND WILL BE TEMPORARILY UNAVAILABLE FOR USE UNTIL MODIFICATION OF THE STRUCTURE IS COMPLETED. THE WEST
CONSTRUCTION AND NOT FOR THE EXPANDED DIKE. THE EAST DECANT STRUCTURE IS UNDER MODIFICATION DURING DIKE
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| 001-113479-63FG71_G-001 |
| 002-113479-63FG71_G-002 |
| 003-113479-63FG71_G-003 |
| 004-113479-63FG71_G-004 |
| 005-113479-63FG71_V-001 |
| 006-113479-63FG71_CS-101 |
| 007-113479-63FG71_CS-102 |
| 008-113479-63FG71_CS-301 |
| 009-113479-63FG71_R-001 |
| 010-113479-63FG71_R-002 |
| 011-113479-63FG71_R-003 |
| 012-113479-63FG71_R-004 |
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| 014-113479-63FG71_R-006 |
| 015-113479-63FG71_R-007 |
| 016-113479-63FG71_R-008 |
| 017-113479-63FG71_R-009 |
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| 019-113479-63FG71_R-011 |
| 020-113479-63FG71_R-012 |
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| 024-113479-63FG71_R-016 |
| 025-113479-63FG71_R-017 |
| 026-113479-63FG71_R-018 |
| 027-113479-63FG71_R-019 |
| 028-113479-63FG71_R-020 |
| 029-113479-63FG71_R-021 |
| 030-113479-63FG71_R-022 |
| 031-113479-63FG71_R-023 |
| 032-113479-63FG71_R-024 |
| 033-113479-63FG71_R-025 |
| 034-113479-63FG71_R-026 |
| 035-113479-63FG71_R-027 |
File details come from the government source that posted it. Updated .