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Why Is Bluff Erosion Such A Threat?

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NEWS!

HOW WAS LANDFILL 7 CREATED?

IS CONTAINMENT PROTECTIVE OF HUMAN HEALTH AND THE ENVIRONMENT?

HOW HAZARDOUS IS LANDFILL 7?

WHY IS BLUFF EROSION SUCH A THREAT?

WHAT IS THE CURRENT LEGAL STATUS OF THE CLEANUP?

WHO IS STEVEN POLLACK AND HOW CAN YOU HELP?

FORT SHERIDAN PHOTO GALLERY

 

 

 

§         USGS – The United States Geologic Survey (USGS) 1994 study of erosion rates for the north shore bluffs does not support the Army contention that armoring the bluff in which Landfill 7 sits can permanently stop erosion.  In fact all the conclusions of this study support the view that this armoring will fail to stop shore erosion and the contents of Landfill 7 will be washed into Lake Michigan if not excavated.  The USGS analyzed the bluffs in 300 sub-divisions between Evanston and Waukegan over the period from 1887 to 1986 (?).  By overlaying land maps from various times the USGS was able to determine the rate of erosion for the various segments.  The conclusion was that while shore protection could create temporary variances in recession rates between bluff sections, the protected areas would catch back up to the adjacent recessed areas in the next time frame and that overall, the bluffs retreated in a parallel fashion.  The implication of this conclusion is obvious.  If the Army overprotects the bluff containing Landfill 7 relative to the adjacent areas, this will create a peninsula that will eventually erode quicker than the adjacent areas to become parallel once again.  The Army chose to dismiss the study in response to public comments, arguing the study does not apply to the situation at Landfill 7.  The study included the caveat that it was to be used for regional planning purposes and not site specific engineering and the Army used this to justify dismissing the entire study from the remedy selection process for Landfill 7.  This statement does not justify this dismissal because it could simply mean that the segment data cannot be relied on to forecast the near term resilience of that segment.  In fact, the very next sentence after this caveat is that anyone planning to build a structure along these bluffs should set the project back 50 to 75 meters if the useful life of the project is 50 to100 years.  The Army chose to ignore this sentence, and the rest of the study, because the waste inside Landfill 7 abuts Lake Michigan with zero setback. The hazardous waste in the landfill will sit next to Lake Michigan for far longer than 50 to 100 years if not excavated and the contents will remain hazardous for far longer as well.  The Army position that capping Landfill 7 in place and armoring the bluff represents a permanent remedy is indefensible in light of this study.

§         US ACE - The US Army Corps of Engineers gives guidance to property owners along the Great Lakes for shore protection through guidance documents. The newest document published with U-Wisconsin Seagrant  in 2003 marks a fundamental divergence from the previous document published in the 1970's.  Where the ACE previously promoted shore armoring as a long term effective solution, the new document concludes that erosion controls are not permanent solutions.  Instead, construction setbacks based on the rate of recession and the expected useful life of the structure are promoted in the 2003 document.  An additional guidance document by the ACE in conjunction with the Great Lakes Commission published in 1999 also concludes that shore protection is no substitute for construction setback.

§         Northwestern

§         Highland Park Guide

 

Guidance Document/

Regulation

Findings and Recommendations, or Actions Required by Regulation

Recommendations or Requirements Modified of Waived Based on Shoreline Engineering?

 

 

 

Jibson, Randall W and Odum, Jackson K. Rates and Processes of Bluff Recession Along the Lake Michigan Shoreline in Illinois.U.S. Geological Survey, Denver, Colorado, 1994

·        Shore protective devices had no detectable effect on recession rates

·        Temporal and spatial differences existing between adjacent bluff segments give way over longer periods of time because the bluffs erode in an overall parallel manner.

·        The anticipated life of structures near the bluff should be assessed for erosion over a 50 to 100 year time frame.

·        Any construction along the coast expected to last 100 years should be set back a minimum 65 to 80 feet

No

U.S. Army Corps of Engineers, Detroit District and University of Wisconsin Sea Grant Institute. Living on the Coast: Protecting Investments in Shore Property on the Great Lakes. 2003

·        “The practice of building close to the edges of erosive coastal slopes should be discouraged because it minimizes a natural buffer distance…needed to…accommodate climate changes that are more extreme than the…historical period of coastal settlement.”

·         “setback distances…on properties with existing or planned shore protection structures should be estimated as if the shore protection structures were not present. Shore protection can fail-sometimes quickly and catastrophically.  When this happens, the previously protected shoreline tends to recede rapidly toward the position of neighboring unprotected shorelines, erasing the benefits gained by the former shore protection structure”

No

U.S. Army Corps of Engineers, Detroit District and The Great Lakes Commission. Living With the Lakes: Understanding and Adapting to Great Lakes Water Level Changes. 1999

“A variety of structural options are available to shore property owners to protect and stabilize bluffs and beaches vulnerable to the impacts of lake level fluctuations and storm events.  The best structural option depends upon the site characteristics.  Professional design consultation is advisable.  None of these options, however, are permanent solutions against the continued and relentless forces of nature.” Pg. 34

No

The Heinz Center under FEMA contract. (Mandated by Section 577 of the National Flood Insurance Reform Act of 1994

(Public Law 103-325),

Evaluation of Erosion Hazards April 2000

·         Relocation away from the shore is the only viable option for protecting structures already built.

·         In discussing if property owners should get a rate reduction for shoreline protection, “Congress still may want FEMA to ignore the presence or absence of beach nourishment when setting rates, or at least offer only modest rate reductions. Nourishment does not, after all, permanently alter erosion rates.” Pg. 176

No

City of Highland Park.  Living in a Ravine and Lakefront Community.

“Water erosion is the most threatening force impacting ravine and lakefront property. It is a natural force which can be slowed, but cannot be stopped entirely.”

No

National Flood Insurance Program Requirements for Insurability of Coastal Structures

·         Community participation in the NFIP requires, “a setback for all new development from the…lake…, to create a safety buffer….This buffer will be designated…according to the flood-related erosion hazard and erosion rate, in conjunction with the anticipated `useful life’ of structures….”44 C.F.R. 60.5

·         Zone of imminent collapse means an area subject to erosion adjacent to the shoreline of an ocean, bay, or lake and within a distance equal to 10 feet plus 5 times the average annual long-term erosion rate for the site…” 44 C.F.R. 59.1

No

City of Highland Park Zoning Ordinance. Sec. 150 Article XIX Steep Slope Zone

·         “…land should support new structures for a minimum of fifty (50) years…”Sec. 150.1902(A)(3)

·        “The Steep Slope Zone includes…a 40’ setback from the top of a lake bluff slope.” Special Permit Requirements for Ravine and Lake Bluff Property and Other Steeply Sloping Lots in Highland Park

·        “…No structures shall be constructed in a Steep Slope Zone.” Sec. 150.1903(A)

No

City of Lake Forest Sec. 46-15. Steep Slope Ordinance

“All building construction shall be on tableland, but in no case shall a structure or building foundation be located closer than seventy-five (75) feet to the bluff area.” Sec. 46-15(C)(1)(b) Building Setbacks From Bluffs

Maybe. “Variation from any restriction could be recommended if the…bluff slope does not show any indication of instability…”Sec. 46-15(D)(d)

Bluff 1/4 mile south of Landfill 7 

Various views of Landfill 7

Shore make-up from Chicago to Waukegan

Satellite view of Landfill 7 with bluff armoring

 

 

If you want to know what you can do, stand up and being counted! Let your legislators know your feelings. You don't have to be a resident of Highland Park or Lake Forest to be concerned about this landfill. Lake Michigan is a critical national fresh water resource.

Send your congressman an e-mail! Send your senator an e-mail!

Send Governor Blagojevich e-mail! Send the president an e-mail!

by Steven Pollack
Concerned Citizen

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This website launched 5/30/97
Last Updated 03/07/08