GREAT II CHANNEL MAINTENANCE HANDBOOK "SUPPLEMENT TO THE GREAT II MAIN REPORT" Upp® Mississippi River (Guttenberg, Iowa to Saverton, Missouri) Dkb'Iber, 1980 GREAT RIVER ENVIRONMENTAL ACTION TEAMpi oZ.7s\ hA&ti/S/b ^C\booK~ TABLE OF CONTENTS PAGE INTRODUCTION ------------------------------------------------1 CHAPTER I - HISTORY----------------------------------------2 CHAPTER II - PLAN CONTENT AND OBJECTIVES--------------------4 A. Content ----------------------- 4 B. Objectives - -- -- -- -- -- -- -- -- -- -- - 5 CHAPTER III - PROCESS--------------------------------------6 CHAPTER IV - DREDGED MATERIAL DISPOSAL PLAN ----------------7 A. Disposal Sites -------------------- 7 B. Site Selection Priorities -------------- 7 C. Plan Implementation ----------------- 8 D. Coordination: OSIT Procedures ------------ 9 E. Special Consideration - -- -- -- -- -- -- -- - 11 F. Costs and Benefits of Plan -------------- 13 G. Environmental Impacts and Site Mitigation ------ 14 H. RID/COE Material Transport Policy ---------- 22 I. Emergency and Imminent Closure Procedures ------ 23 J. Additional Requirements - -- -- -- -- -- -- -- 24 CHAPTER V - LOCKS, DAMS, AND CONTROL STRUCTURES ------------27 CHAPTER VI - SMALL BOAT HARBORS----------------------------33 CHAPTER VII - PROJECT MITIGATION----------------------------34 CHAPTER VIII - DREDGING REQUIREMENTS------------------------35 EXHIBIT 1 - Index to Disposal Site Numbering System - - - - 1-1 to 1-15 EXHIBIT 2 - Disposal Alternatives Matrixes --------- 2-1 to 2-125 EXHIBIT 3 - Base Maps Displaying Disposal Alternatives - - - 3-1 (POOLS 11-22) EXHIBIT 4 - Pre-Disposal Evaluation Forms --------- 4-1 to 4-9 EXHIBIT 5 - Post-Disposal Evaluation Forms --------- 5-1 to 5-3INTRODUCTION In 1976, the Great River Environmental Action Team (GREAT) was authorized by Congress in the Water Resources Development Act. The purpose of GREAT was to develop a total river resource management plan for the Upper Mississippi River (UMR) and in particular to resolve inter-agency disputes relative to Corps of Engineers (COE) channel maintenance activities. The Rock Island District, Corps of Engineers (RID/COE) is responsible for maintenance of the 9-foot navigation project from Guttenberg, Iowa to Saver ton, Missouri (GREAT II boundaries are identical, on the UMR, to those of the RID/COE) . The navigation channel is maintained primarily by control structures such as wing dams and closing dams and by gated pool dams. This maintenance is supplemented by dredging to remove material from reaches which occasionally become too shallow for safe navigation. Maintenance dredging and disposal activities were studied by GREAT II in detail and receive the greatest attention in this plan. The plan (supplement to the GREAT II Main Report) represents several years of effort in site selection, evaluation, and mapping and is guide for planners and others engaged in maintenance of the UMR navigation project in the RID/COE.CHAPTER I HISTORY The present navigation system was initiated in 1930, when Congress passed the River and Harbor Act authorizing funds for its development. The channel was to be established by construction of a series of locks and dams to work in conjunction with regulatory structures and augmented by dredging. Pools were created by the construction of 27 locks and dams. Of these, 12 pools (11 - 22), are contained within the Rock Island District. The River and Harbor Act as amended in 1930 was interpreted by the COE to mean that they were to provide for a navigation channel that would accommodate 9-foot draft vessels and was a minimum of 300 feet wide. From 1946 to 1974, the COE routinely practiced overdepth dredging and dredged to 13 feet in some areas. One of the paramount reasons for the organization of GREAT was opposition of various agencies and states to disposal sites and dredging methods used by the COE. Critics of the COE disposal methods showed that dredged material was sometimes placed in valuable fish and wildlife habitat, areas blocking flow to such habitat, or areas where the material eroded into such habitat. Many people claimed that any disposal of the dredged material in the floodplain not only adversely impacts the aquatic fish and wildlife resources and water quality, but also affects flood heights and consequently annual flood damages. Under threat of lawsuit initiated against the St. Paul District/COE by the State of Wisconsin in 1973, the Rock Island District/COE prepared an environmental impact statement (Upper Mississippi River 9-foot Navigation Channel; Environmental Impact Statement (EIS)) in accordance with the National Environmental Policy Act of 1969. The statement dealt with the possible effects of the operation and maintenance program on the UMR. This document revealed that current methods of channel maintenance, especially dredging and disposal, were damaging the fragile backwaters, marshes and sloughs for which the river is famous. The EIS also revealed that little information was available on the complex interactions of the rivers’ resources and the resource reactions to man's activities on the river. Beginning in the late 1960’s, annual meetings were held by the RID/COE to provide personnel from natural resource agencies an opportunity to comment on dredging proposed for the upcoming year. With the advent of GREAT, an On-Site Inspection Team (OSIT) was developed to more effectively deal with site-specific dredge material problems. The intent was greater coordination of input from river biologists into the Corps of Engineers' dredged material disposal decisions. In GREAT II, the OSIT evolved one step further such that the OSIT consisted of the GREAT II Work Group Chairmen. The intent being greater coordination of input of all interest groups into the Corps ofEngineers' dredged material disposal decisions. During the GREAT II process, the OSIT made annual recommendations to the RID/COE regarding their dredging and disposal practices. These annual recommendations and GREAT II channel maintenance recommendations were considered in the preparation of this handbook.CHAPTER II PLAN CONTENT AND OBJECTIVES A. CONTENT RID/COE channel maintenance activities primarily include the operation and repair of the locks and dams, the repair and/or construction of channel control structures and the dredging and disposal of materials from the main channel and small boat harbors. A complete channel maintenance plan would address, in detail, all of these channel maintenance activities. Due to time and funding constraints, and the high priority placed on dredging related activities, the channel maintenance plan presented herein focuses mainly on dredging and the placement of dredged material. The river is a dynamic, changing resource. Plans laid out by the GREAT II Team recognize that the environment is responding to both natural and man-induced actions placed on it or affecting it. Future management efforts, including channel maintenance practices, must evaluate the changing environment and new technological information as it becomes available so that management plans can change consistent with the needs of the resource and its opportunities. The GREAT II study has initiated an interagency cooperation concept, whereby multimanagement interests have been considered in the formulation of GREAT's river management plans. From a channel maintenance perspective, this has included an on-site inspection process to evaluate RID/COE dredging activities. This cooperation must continue. The plans for channel maintenance presented in this handbook are intended as a guide for resource managers to follow as they continue their efforts to protect and enhance the river's values from all points of view. It is important that long-term plans such as those presented in this report retain an element of flexibility to meet a changing river and an increasing knowledge of its characteristics . However, the flexibility must not lose sight of the concerns and objectives by which this plan was formulated—that is an environmentally and economically sound program of channel maintenance. The components of this plan-*- consist of: 1. A Dredged Material Disposal Plan: This plan includes recommendations to RID/COE regarding site selection, site acquisition, ^ The components as presented in this report are not fully developed as plans and should not be considered as such.site preparation, site mitigation/implementation procedures, need for equipment capability, and analysis and environmental impacts of site usage. Maps, priorities used in site selection and conditions for use of the site are also included. Special procedures are outlined for the OSIT and for both imminent closure and emergency dredging situations. Future study needs to complete the plan, have been identif ied. 2. Suggested Mitigation Measures for Past Disposal: These measures include the studies required and the sites suggested for mitigation. 3. A Program for Maintenance of Channel Control Structures: This program outlines the development and responsibilities of a Committee for Assessment of Regulatory Structures (CARS) . 4. Suggested guidelines and procedures for dredging of small boat harbors. 5. Operation of the locks and dams especially as it relates to pool level fluctuations. B, OBJECTIVES The overall objective of this plan is to ensure that channel maintenance activities are carried out in an environmentally acceptable manner while ensuring the integrity and safety of the 9-foot channel. Specifically, the plan is meant to reduce impacts resulting from disposal of dredged material. Six sub-objectives were developed to further define the goal of reducing dredge disposal impacts. These were: 1. To provide for continued and practical maintenance dredging to ensure a safe 9-foot navigation channel on the UMR. 2. To safeguard fish and wildlife resources, including wetland habitat and backwaters of the river from the detrimental effects of dredged material placement. 3. To protect the quality of water in the river from the adverse effects of dredged material placement. 4. To avoid increasing flood stages and encroachment on the flood-pla in. 5. To provide for continued recreational use of the river. 6. To establish a beneficial use market for dredged material, and to make this material available to these uses.CHAPTER III PROCESS Federal regulations and Congress require that certain principles and standards be followed in planning for water and related land resources. In Section 103 of the Water Resources Planning Act (Public Law 89-90), the Water Resources Council was charged with developing "Principles and Standards for Planning Water and Related Land Resources". The "Principles and Standards" were established and published in the Federal Register on 10 September 1973. The purposes of "Principles and Standards" are to: 1. "...provide the broad policy framework for planning activities and include the conceptual basis for planning." 2. "...provide for uniformity and consistency in comparing, measuring, and judging beneficial and adverse effects of alternative plans." 3. "...provide more detailed methods for carrying out the various levels of planning activities; including the selection of objectives, the measurement of beneficial and adverse effects, and the comparison of alternative plans for action." The recommendations and plans contained in this handbook were developed in accordance with "Principles and Standards" and other applicable regulations during the GREAT II study process. The GREAT II study process and the disposal site selection process are described in detail in the GREAT II Plan Formulation Technical Appendix and Addendum.CHAPTER IV DREDGED MATERIAL DISPOSAL PLAN A, DISPOSAL SITES Sites to be used in the disposal of dredged material in the Rock Island District are listed in Exhibit 1 and displayed on base maps in Exhibit 3. The conditions for site use and all other available data regarding the sites are displayed in the "Disposal Site Alternatives Matrixes" (Exhibit 2) . The sites displayed on the maps are either primary sites or alternative sites. Primary sites have been identified by the GREAT II Team as the preferred disposal site of all alternatives considered. One of the long range goals of the Channel Maintenance Plan is to utilize the primary sites. B. SITE SELECTION PRIORITIES The following site prerequisites, listed in order of priority, were used to select the primary sites. These priorities may be altered when demonstration projects recommended by GREAT II (see Page 24) have been completed and results justify revised priorities. 1. Material at site has a beneficial use which will cause it to be completely removed from the riverine environment and which will have little or no adverse environmental impact. 2. Site has beneficial use potential that will have little or no adverse environmental impact. 3. Site is an OSIT approved beach. 4. Lowland hardwood sites previously used for disposal. 5. Agricultural land sites, other than prime. 6. Pioneer vegetation (mix of herbaceous and woody vegetation usually found adjacent to levees in the study area). 7. Lowland hardwood sites not previously used for disposal. 8. Shoreline sites not previously used for disposal. 9. Open water sites. 10. Prime agricultural lands 11. WetlandsThe following considerations were used in conjunction with the above priorities and should be used in site selection. 1. Avoidance of environmental damage is a primary factor in dredged material disposal site selection. 2. Possible benefits to recreation or other interests are important but secondary considerations. 3. Possible environmental enhancement or creation of habitat are considered if there is sufficient technical capability and information on possible side effects. 4. Elimination of unwanted disposal of dredged material on all fish and wildlife refuge management areas except for where alternate disposal sites are more environmentally damaging as determined by the appropriate fish and wildlife management agency. C. PLAN IMPLEfOITATION The COE should: 1. Prepare a preliminary disposal site plan in coordination with OSIT for each of the primary sites within 5 years. The site plan should include the mitigation requirements developed by the FWIC. The ORRMT should approve all site plans. 2. Conduct reconnaissance surveys for cultural resources. 3. Obtain all necessary permits prior to disposal. 4. Obtain approval from the Heritage Conservation and Recreation Service (HCRS) prior to disposal on areas funded for recreation by the Land and Water Conservation Fund (LAWCON). 5. Utilize water quality assessment techniques developed by GREAT II to predict and verify impacts of dredging (see Water Quality Work Group Appendix) . 6. Place material found to be polluted in confined upland disposal sites or apply treatment to neutralize the pollutant. 7. Conduct advance site preparation following site-specific parameters to be determined by the On-Site Inspection Team (OSIT). 8. Minimize water quality impacts of return flows. 9. Monitor all sites to document the impacts on fish and wildlife resources (including photographic record). 10. Initiate a program to acquire acceptable disposal sites/rights at the earliest possible date.COORDINATION: OSIT PROCEDURES 1. Participation The procedures contained in this section describe the OSIT procedures to be used in the future. They are to provide for notification and coordination of the Mississippi River channel maintenance projects beginning with the 1981 dredging season. The guidelines are consistent with the recommendations of GREAT II. It is understood that the COE will obtain necessary permits from State and Federal regulatory agencies. The representation of the agencies on the OSIT will change from the approach used during the term of GREAT. Each Federal agency and state on the OSIT will have one primary representative for the entire Rock Island District. These Federal agencies and states are suggested based on past participation in the GREAT II on-site inspection process, vested interest in Corps activities, and regulatory functions governing material placement. Other agencies, local governments and the general public, have interests and concerns in channel maintenance operations. These interests will be coordinated with as necessary and invited to join in active participation on the OSIT. Therefore, OSIT voting membership should include a representative of: a. State of Illinois b. State of Iowa c. State of Missouri d. State of Wisconsin e. U.S. Army Corps of Engineers f. U.S. Fish and Wildlife Service g. U.S. Environmental Protection Agency h. U.S. Department of Transportation i. U.S. Soil Conservation Service The OSIT will be chaired by the U.S. Fish and Wildlife Service. Participating agencies should notify the OSIT chairman by April 15 of each year of any changes in their primary and alternative representatives. A secondary agency contact should also be designated at this time. In addition, these representatives may call on local agency staff to provide specific knowledge of an area, but the primary representative will be responsible for coordinating and representing all state interests and will represent the final policy for his or her agency.The On-Site Inspection Team's function will be to provide input and guidance to the Rock Island District for making dredging and dredged material placement decisions. The OSIT will determine and recommend how to best implement the GREAT II dredged material placement plan for any given dredge cut. The OSIT chairman*will present the final OSIT dredging disposal recommendation to the District for a final decision through the pre-disposal evaluation form as shown in Exhibit 4. It is anticipated that visits to the disposal areas will be required for most dredging operations and attendance is a prerequisite for voting. At the discretion of the chairman, a telephone vote or meeting elsewhere than the disposal site might effect the necessary recommendation. Unanimous approval by voting members present is required to forward a recommendation to the COE. If, consensus is not reached a majority recommendation and minority report will be forwarded to the COE. Since the established policy for the Rock Island Engineers District is to use the GREAT II primary sites whenever possible, the OSIT will have to have strong rationale and vote by consensus for recommending the use of new or alternative sites. The procedures and priorities outlined in Section IV.B. above must be used by the OSIT in the selection of any new sites, and site preparation and mitigation recommendations should be in accordance with Section IV.C. and D. above and Section IV.E. and G. below. The chairman and the COE representatives are responsible for making available to the OSIT all information relative to past dredging and disposal at the site and past rationale for selecting or rejecting various disposal sites. The COE is responsible for providing technical data relative to the current operation such as hydrographic surveys, quantity estimates, and dredging schedules. The COE should also explain the hydrographic and morphologic situation at each dredge cut and should discuss any remedial measures such as wing dam repair which are underway or contemplated. The chairman will notify the OSIT as soon as a dredging requirement becomes apparent and will arrange the necessary OSIT meeting. If during the dredging operation, it is necessary to violate a recommendation of the OSIT, the COE representative will immediately notify the OSIT chairman. The chairman will then determine if a reevaluation by the OSIT is necessary and will act appropriately. If the COE fails to follow the recommendations of the OSIT for reasons not satisfactory to the majority of the voting members, it is the responsibility of the chairman to report the incident to the District Engineer.The OSIT chairman will also be responsible for completing the post-disposal evaluation forms (Exhibit 5) and for preparing an evaluation of each year’s dredging season. This evaluation, with the concurrence of the OSIT will represent the OSIT's perception of the COE’s efforts to achieve the Dredged Material Disposal Plan. The evaluations may further contain recommendations to modify the DMDP or the COE's methods of accomplishing the DMDP. The chairman will be responsible for coordinating the development of the annual evaluation, having January 15 as the deadline for completing and distributing the document. The evaluation will be provided to the (see Recommendation 53 in the Main Report) ORRMT for appropriate action. E, SPECIAL CONSIDERATIONS 1. Containment and Confinement The definition of Contained is: The use of temporary dikes or earth works to control material and return water during dredging. The definition of Confined is: Permanent removal of dredged material from the riverine environment by enclosure in impermeable structures . Where OSIT determines that containment or confinement is necessary, the following guidelines should be followed: a. The initial height and dimensions of the containment structure should be based on site-specific criteria but generally should not exceed 6 feet in height in lowland hardwood areas. Stockpile sites should be large enough to contain disposal from two dredging occurrences. b. Disposal areas will be stabilized through the planting of a vegetative cover when feasible rather than rip-rap. c. Water flowing from the disposal sites will be controlled in order to reduce turbidity and the effects of uncontrolled discharge on surrounding lands. d. Containment structures should provide adequate buffer zones to protect wetlands. 2. Recreation Beach Sites Disposal sites that are GREAT approved beach areas are to be maintained according to the following beach nourishnent guidelines. Only new beach sites identified in approved recreation management plans as required by Recommendation 16 will be created. a. General Maintenance 1) Existing sites should be developed to their maximum desirable dredged material carrying capacity before establishing new sites in the same area. The carrying capacity isreached when the site cannot be expanded without great environmental degradation or loss of recreational value. 2) Maintain existing sand areas and good sand beaches utilizing revegetation patterns that occur in the swales between sand mounds. Site Location 1) New sites should be located adjacent to the water in areas where recreational use will not interefere with main channel traffic or where vessel waves are liable to create hazardous conditions for swimmers or boaters. Avoid site locations that have deep water (20') adjacent to the sites as these sites are a danger to swimmers. Underwater slopes should be ten percent or less for at least 50 feet offshore for swimming safety. 2) New sites with shallow underwater obstructions such as submerged wing dams or stump fields should be avoided. 3) Sites should visually fit into their surroundings to the greatest extent possible. 4) Sites should not be located on the downstream end of small islands. 5) Sites should be located at least 400 feet from the channel centerline to reduce the effect of wave action erosion. Site Shaping 1) Large sand piles that tower above the existing topography should be avoided. The dredged material should be contoured to complement existing land forms. 2) Topographic variety (mounds and depressions) should be built into sites during the dredging operation through disposal pipe placement. 3) Beach slopes should be ten percent or less for at least 50 feet inland from the waterline. Site Vegetation 1) Prevent vegetation from taking over more than 50 percent of the site through the following measures: - Sand should be piled deep enough during the dredging operation to inhibit rapid revegetation of the site. - Sites should have an aspect of south to west to take advantage of the sun for reducing the moisture content of the upper sand layer and thus slow the revegetation rate.2) Some overstory vegetation on a potential site is highly desirable and should be preserved where existing. This vegetation helps slow erosion and helps maintain several desirable recreational characteristics. 3) Deposit a shallow layer of sand under a portion of overstory vegetation to eliminate woods nettles (where necessary). 4) Do not allow dredged material in existing overstory vegetation to be more than 6 feet during the disposal operation. 5) Maintain good access to any overstory woods surrounding the sites. 6) Keep sandbar willow growths on the site to a minimum. If these growths are located between the site and the overstory woods, portions of them should be removed during preparation for dredged material disposal. 7) Vegetation patterns should not break up the beach frontal area. The beach front should be one continous sand strip joining the smaller sand spaces. 3. Other a. Stockpile sites will be cleared as necessary. b. Dredged material will not be used to increase the height of the levees and will not be used to increase the integrity of emergency levees, subsequent to the flooding emergency. c. Disposal sites should not be in a high-velocity floodway. F. COSTS AND BENEFITS OF PLAN As new information becomes available, it will be possible to determine the costs and to measure the impacts of various alternatives to past and present dredging procedures, but this is not presently possible. RID/COE will analyze the costs of various channel maintenance methods upon completion of the demonstration projects outlined in Section IV.J. The site selection priorities were arrived at after debate and compromise and appear to be the optimum trade-off between cost and environmental protection, however, no economic evidence, other than the judgement of the GREAT II participants, can be offered to prove that the selected sites are actually preferable to the alternatives rejected.G. ENVIRONMENTAL IMPACTS AND SITE MITIGATION Over 750 disposal sites were reviewed by the GREAT II Team (Exhibit 2). To assist in evaluation of sites and establishment of priorities, the FWMWG completed a habitat evaluation of habitats impacted'*'. Using this information, the work group assessed each of the planning alternatives developed by the PFWG and the GREAT II Team. The methods of this evaluation and data on the other alternatives can be found in the FWMWG Appendix. The first phase of the assessment was to identify the habitat types impacted and to determine the relative value of each habitat type. The habitat evaluation is based on a quantitative method of assessing the capability of a habitat type to provide life needs for a number of wildlife species found in the project area. Theoretically, a value of 100 habitat units (HU) would be ideal habitat for all species evaluated. However, this is impossible since no one habitat provides all life requirements for all species evaluated. The habitat types and the average values determined by the FWMWG are: Existing HU per Acre 1. Wetlands (all types except forested wetlands) 44.7 2. Lowland hardwoods (all forested wetlands) 31.3 3. Agricultural field (all areas being actively 26.0 farmed including plowed fields) 4. Levee (levees and areas adjacent to levees 24.0 usually consisting of grasses, vines, forbs, shrubs, and a few trees) 5. Old field (includes fields not in cultivation, 16.0 pastures and all other areas that do not fit into one of the other habitat types) 6. Aquatic (evaluated waterfowl use only, includes 11.3 all open water habitats except wetlands) 7. Mowed grass (grass mowed more than once a year) 10.0 8. Breeched levee (evaluates restoration of levee 10.0 for wildlife management) 9. Dredged material (includes all non-vegetated 6.6 sandy areas) 10. Developed (includes all areas which are highly 4.9 disturbed by man's activities) This habitat evaluation assesses the impacts of the Dredged Material Disposal Plan only and does not address the other recommendations in this Handbook.These HU values were used in establishing the site selection priorities. However, it should be noted that the evaluation assesses terrestrial impacts only, since the ultimate disposition of dredged material in aquatic habitats is unknown. Degradation of aquatic habitat is known. A review of fishery sampling data has indicated a significant decrease in species and numbers at dredged material disposal sites adjacent to the main channel border (MCB) when compared to sampling sites in the MCB that have not been impacted by disposal. At this time there is no method to quantify this loss or the losses in other aquatic habitat types. The recommended (Recommendation 8) future research on tracking of dredged material in the river will aid in completion of the total environmental assessment for the Dredged Material Disposal Plan. The second phase of the assessment was to ensure that an acceptable alternative disposal plan had been chosen by the Team and to determine the extent of mitigation required to minimize impacts. The habitat evaluation compares existing HU to an average annual HU. The average annual HU value takes into consideration a 50 year period of evaluation, the size of the site, the impacts of disposal, and the frequency of disposal. Exhibit 2 contains the habitat losses or gains at each primary site in addition to the size of the site. One primary site was chosen to be assessed for each dredge cut. Since frequency of disposal and aquatic impacts are unknown at beach nourishment sites, these sites were not evaluated. Table 1 summarizes the results of the habitat evaluation for the Primary Sites approved by the GREAT II Team. The acreage of these sites assumes the estimated 50 year volume of material from the closest cut will be placed at the site. For lowland hardwoods and dredged material habitats depths should not exceed 6 feet. AL1 other sites are to be filled to 12 feet. Table 2 summarizes the habitat evaluation for Primary Sites "with stockpiling". Stockpile sites are those Primary Sites that DMUWG identified as recommended disposal sites to satisfy productive use requests. This is approximately 69% of the total 50 year dredging volume. (Note: DMUWG has projected 100% of the 50 year volume can be put in productive use.) Disposal is to 12 feet at these sites. The site acreage is large enough to contain two dredging occurrences. All other sites are evaluated the same as the "without stockpiling" option. An evaluation of the summary tables show: 1. "Without stockpiling" the greatest percent loss in habitat value occur in agricultural field, old field, and developed habitats. 2. "With stockpiling" the greatest percent loss in existing habitat vlue occurs in levee and old field habitats. 3. "With stockpiling" there is 56% reduction in HUs lost over the "withoutstockpiling" option. However, the percent of HU loss of existing habitat value is approximately the same under either alternative (32%). This is due primarily to a reduction in the acreage required for disposal (Table 3).4. Stockpiling substantially (greater than 50%) reduces HU losses in Pools 11, 12, 13, 18, 19 and 20. 5. The greatest loss in HUs is in Pool 20. 6. The greatest loss in HUs is in lowland hardwoods habitat. 7. The breeched levee habitat gains habitat units due to the creation of terrestrial habitat from aquatic habitat. This does not consider aquatic habitat losses or the secondary gain in habitat value from improved wildlife management. As shown in the Environmental Summary Report (Supplement 1), the Primary Site Disposal Plan with stockpiling offers the most environmentally acceptable mix of dredged material disposal sites. However, this plan is not without habitat degradation as 2752 terrestrial HUs are still lost and will require mitigation. Since the extent of aquatic degradation is unknown, no mitigation measures have been identified for aquatic habitat losses. Mitigation as defined by the President's Council on Environmental Quality and supported by the USFWS is that planning process which 1) avoids impacts altogether by not taking a certain action or parts of an action, 2) minimizing impacts by limiting the degree or magnitude of the action and its implementation, 3) rectifying the impact by repairing, rehabilitating, or restoring the affected environment, and 4) reducing or eliminating the impacts over time by replacing or providing substitute resources or environments (40 CFR 1508.20 a-e). Historically, dredged material has been deposited in areas closest to the dredge site and allowed to revegetate by natural succession. The height and depth of the deposit has influenced the degree of loss of existing vegetation as well as subsequent vegetation capable of pioneering the site. It is generally accepted that most dredge disposal causes habitat losses to varying degrees as shown above. For wildlife habitat, this is inherent in the fact that dredged material has the second lowest habitat value per acre (the lowest is developed areas) of all the wildlife habitats evaluated by the FWMWG. As stated before, the impacts on aquatic species habitat are unknown. Excessive disposal at any site can void the area of vegetation and lower its wildlife value. Lesser deposits destroy understory and are subject to erosion. However, in some cases, limited disposal at a site can lessen habitat losses by creating nesting cavities from the few trees that are killed by the disposal. This was taken into consideration in the habitat evaluation. Secondary impacts also occur such as beach disposal that induces recreation into a site. The increased activity results in disturbance of habitat. For this evaluation, secondary impacts have not been evaluated. However, they will be considered in development of the mitigation plan.The objectives of dredged material disposal mitigation include: 1) minimizing habitat losses through the site selection process, 2) compensation for wildlife habitat losses through habitat improvement subsequent to the disposal, 3) minimizing recreational use of environmentally sensitive areas through site landscape, design, and vegetation, 4) erosion control, and 5) compensation for losses at a site other than the disposal site. The first objective was addressed by the GREAT II Team under their Site Selection Priorities. Based on these priorities, a disposal plan was developed. This is the Primary Site alternative with stockpiling. Although this alternative has greatly reduced the habitat losses, there is still a loss of 2752 terrestrial HUs which require mitigation. Several measures can be accomplished to further reduce or compensate for this loss. Inspection of the mitigation objectives and the Primary Site alternative with stockpiling reveal several measures which should be pursued. First, as can be seen in Table 2, impacts can be reduced by increasing the beneficial use of dredged material. This can be done by increasing demand at potential sites such that all material is removed from the site before the next disposal occurrence and by encouraging productive use of material from dredge cuts that do not have a nearby primary stockpile site. Both will be accomplished by the GREAT II Team recommendation to a long-term commitment to beneficial use. For the former, OSIT will evaluate this priority each time a disposal site selection is made. The latter will require specific promotion of increased beneficial use in all pools, especially Pools 14, 15, 16, 17, 21 and 22. The second mitigation objective involves primarily revegetation of disposal sites not used for stockpiling. This involves compensation of approximately 1700 HU. Inspection of these losses reveal that the majority occur in lowland hardwood habitat and within all guilds of this habitat type. Therefore, revegetation of the sites should be accomplished . Vegetation will not only increase habitat value but also could preclude recreational use and protect the site from severe erosion, the third and fourth objectives. However, dredged material is typically pure sand with little or no organic matter content. Without organic matter, the top horizon layer does not retain moisture and lacks essential plant nutrients. Past attempts to revegetate disposal sites in an efficient and economically feasible way with different species of beach or dune grasses have been basically unsuccessful. To achieve adequate mitigation it becomes apparent that organic matter must be introduced to the dredged sand. At present, no practical way of revegetating sand piles is available, but the Rock Island District will experiment with silt, straw and wood chip treatments. It has been suggested that compost, whey, sewage sludge, or other organic wastes be experimented with. However, at this time placement of solid waste in the floodplain is strictly prohibited.Organic matter can be applied using a silt overburden. This method is being experimentally used on the Fulton Flood Protection Project -Stage III-C, Cattail Slough, Illinois. Basically, silt is spoiled over the sand layer using standard dredging techniques. This containment of the water in the silt material by perimeter dikes is essential to reduce erosion and to control turbidity. Straw and wood chip mulches are suitable if their carbon to nitrogen ratio is less than 25:1. Above this C to N rate, these materials coulcjl inhibit nitrogen, phosphorous, and sulfur availability (USDA, 1979 ). Hay and grass mulches may also present problems with nutrient balance. Hand application of these mulches is suitable only for small areas. Mechanical methods include hydroseeding and hydromulching. This process provides seed, fertilizer, and mulch dispersed in a water solution spray and is appropriate for large areas (additional information is available from Kay, 1976^). Once organic material is introduced, revegetation should not be up to natural succession. Creation of monotypic environments of willow and maple offer minimum diversity, and will not recoup HU losses as periodic disposal continues. Beneficial terrestrial species include a variety of oak, walnut, ash, elm, redstem dogwood and Japanese honeysuckle species that should be considered for plantings. It is the opinion of the FWMWG that successful revegetation of lowland hardwoods with these species or others beneficial to wildlife will adequately mitigate the HU losses. This leaves approximately 1000 HUs to mitigate losses at stockpile sites. Since these sites are subject to recurrent disturbance, it is not practicable to mitigate losses at the disposal site. Therefore, the last mitigation objective must be employed to fully compensate disposal losses. Measures to meet this objective include refuge levee repair, backwater renovation or wetland creation. Providing sand for levee repair in refuge and game management areas should be adopted whenever possible. This will provide for secondary habitat improvement through wildlife management. Another technique for habitat improvement involves backwater restoration. HU values can potentially be increased through dredging for both aquatic habitat (backwater renovation) and terrestrial habitat (through deposition and revegetation of silt material). Specific backwater alterations have been identified in Recommendation 41 (see GREAT II Main Report). ^ USDA. 197 9. Mining and Reclamation in the West. Gen. Tec. Rept. 64, Intermountain For. and Range Exp. Stat., Ogden, UT. ^ Kay, B.L. 1976. Hydroseeding, straw, and chemicals for erosion control. Agrom. Prog. Rept. No. 77. Univ. Cal., Davis. 14pp.TABLE 1 EXISTING HU AND HU LOSS/GAIN OF PRIMARY SITES (WITHOUT STOCKPILING) E - existing habitat units ^ HU - loss or gain in habitat unitsTABLE 2 EXISTING HU AND HU LOSS/GAIN OF PRIMARY SITES (WITH STOCKPILING) E - existing habitat units A HU - loss or gain in habitat unitsTABLE 3 ESTIMATED ACHES' 1U0QUIIUD \\M DISPOSAL AT PRIMARY SITES 11 Primary Sites "without stockpiling" - All sites contain 50 year volume oL’ material. Lowland hardwoods and dredged material disposal depth is 6 feet. For all other habitat typos, disposal depth is 12 i’eet. 2/ Primary Sites "with stockpiling" - all stockpile sites contain volume of two dredging occurrences to a depth of 12 feet. For all sites that productive use has not been identified, acreage is same as "witliout stockpiling". 3/ Totals have been rounded.Creation of wetlands from dredged material was not considered in detail by GREAT II. However, Section 150 of Public Law 94-587 authorizes the COE to plan and establish wetland areas in connection with dredging for a water resources development project and should be evaluated by the FWIC for possible implementation. The exact improvement to habitat value from the above measures will be dependent on a site by site basis and will have to be monitored by the FWIC. Based on the above discussion, the GREAT II Team recommends: 1. The RID/COE mitigate all losses due to disposal of dredged mater ial. 2. Each Primary Site be evaluated by the FWIC to determine the appropriate mitigation measures for that site. This should be developed into a total mitigation plan and submitted to the ORRMT for approval and incorporation into the Primary Site plans. 3. Mitigation measures be tested and monitored by the RID/COE and the FWIC to determine changes in HU values. The mitigation plan should be reevaluated as appropriate. 4. Additional information be collected (particularly in association with tracing of "tagged" dredged material) to properly address aquatic habitat impacts. Material would have to be tagged for all types of disposal (i.e., beach, thalweg, double pumping, etc.). 5. The habitat evaluation and mitigation plan be updated for new disposal sites and, as information becomes available, on the impacts on aquatic habitat. 6. The OSIT insure that the recommended mitigation measures are accomplished. H. RID/COE MATERIAL TRANSPORT POLICY The RID/COE should dispose of dredged material in accordance with the objectives and procedures of the Channel Maintenance Handbook and in cooperation with the states and other agencies comprising the OSIT. Disposal site selection decisions should be made independently of any compensation which might be offered or withheld by any governmental body, business concern, or private individual. The profit which any organization or individual derives or is deprived of from utilization or sale of dredged material should be not cause for rejection of disposal sites which benefit national economic development, recreation, or environmental protection.I, EMERGENCY AND IPtllNENT CIDSURE PROCEDURES Shoals in river channels develop quickly and their behavior is difficult to predict. As a result, an emergency situation such as a grounding or an impassable channel is more likely to occur on a river such as the UMR in the GREAT II study area. 1. Emergency Definition The RID/COE should proceed with an emergency when required to free a grounded vessel, to remove shoals in the channel as a result of a vessel freeing itself or when the channel is impassable. The emergency will continue only until an adequate channel depth and width, as determined by the RID/COE, is restored to allow vessel passage. 2. Emergency Procedures When the RID/COE determines that emergency dredging, as defined above, is required, immediate notice will be given to the U.S. Coast Guard, the appropriate Federal and State regulatory agencies, and representatives of the OSIT. Equipment will be mobilized directly to the site and dredging will be accomplished as expeditiously as possible to restore navigation. As soon as a passable channel is restored, the emergency condition ceases to exist. The material placement sites should be chosen based on the priorities and procedures established earlier in this chapter (see Site Priorities and OSIT Procedures). If time permits, an OSIT recommendation should be developed. The RID/COE will be responsible for subsequent mitigation of environmental damage. Subsequent dredging and disposal (after the channel is passable) to restore normal channel conditions should be accomplished in compliance with the procedures established in this handbook. 3. Imminent Closure Definition Imminent closure should be defined as: a. When the actual water depth is projected by the Rock Island District Engineer to be 10 feet or less within 14 days or less, or b. When the channel width is less than 85% of the normally maintained width. 4. Imminent Closure Procedures Disposal site procedures under imminent closure conditions should be consistent with those established in this handbook for normal conditions.Within 30 days following the emergency dredging, the COE will provide the following information to appropriate regulatory agencies: (1) nature of occurrence that necessitated the emergency or imminent closure dredging; (2) sounding data; (3) dredging depths; (4) volume of dredged material; (5) type(s) of dredging equipment used; (6) method(s) of dredged material placement; (7) available data concerning the chemical and physical composition of the sediment; (8) duration of dredging operation, including beginning and end dates; (9) project alternatives considered including alternative dredging methods and placement sites; (10) discussion of mitigative measures that were considered and used; (11) disucssion of any biological effects; and (12) written projections of water surface and depth. J. ADDITIONAL REQUIREf€NTS The Dredged Material Disposal Plan is designed to allow for changes of site selection priorities as new information is obtained or environmental and/or economic conditions change. Several studies and actions are necessary for the flexibility and update of the plan and should be high priority. The Corps of Engineers should conduct an environmental and economic analysis for implementation of the GREAT II Dredged Material Disposal Plan (DMDP) and its resultant equipment needs and request the necessary appropriations from Congress to obtain the capability so that all the objectives as presented in the GREAT II Channel Maintenance Handbook can be accomplished within five years of the Dredged Material Disposal Plan approval by the GREAT II Team. Until this capability is available, the COE should utilize contract dredging when necessary to meet these obj ect ives. This recommendation is based on the evaluation of Primary Site impacts which indicates a 32 percent reduction in Habitat Units through the project period. Because of the long-term negative impacts, the RID/COE should agree to: 1. A long-term commitment to the beneficial use of dredged material. Beneficial use may include but not be limited to the periodic nourishment of beaches approved by the DMDP or in the future by OSIT. A list of potential users of dredged material is contained in the Dredged Material Uses Work Group Appendix. The OSIT will be responsible for maintaining a list of potential users and advising them of dredged material availability. 2. A demonstration dredging project being conducted during 1981 or 1982 by the St. Paul and Rock Island Districts of the COE to determine the feasibility and cost effectiveness of accomplishing channel maintenance by: a. Mechanical dredging with a backhoe directly loading onto barges.b. Hydraulic dredging with direct loading onto barges. c. Mechanical unloading at material placement sites. d. Hydraulic unloading at material placement sites. Because of the nature of the river corridor, the number of material placement sites which minimize the impacts on flood flows and wetlands and have access for beneficial use are often beyond existing equipment capability. Barges are considered one of the most efficient methods of moving relatively small quantities of dredged material over distances greater than one mile. The GREAT I and GREAT II Material and Equipment Needs Work Groups (MENWG's) considered the feasibility of accomplishing channel maintenance by the proposed methods. However, because of funding and time constraints, feasibility studies were never conducted. Studies and investigations by the GREAT I and GREAT II MENWG's (MENWG Appendices; UMRBC Dredging Symposium, 197 9; and Goodier, Thompson and Cutting, 1980) and contacts with private contractors indicate the possibility that dredging techniques which used barging as a method of moving dredging material long distances may be cost effective and environmentally sound. This view is not widely accepted because of the lack of field trials under actual channel maintenance conditions. The Teams also recognized that any recommendation to purchase this type of equipment is premature because the techniques have not been adequately tested during actual channel maintenance dredging. A demonstration project to determine the feasibility of this method is recommended. The demonstration project should be conducted by a contractor or by the COE with rented equipment. Exact details (i.e., dredge cuts, volumes, location of material placement sites, tests to determine turbidity levels, etc.) of this project should be established by the St. Paul and Rock Island Districts and should be reviewed and approved before implementation by all agencies participating in GREAT I and II. Particular attention should be paid to evaluating the equipment's production rates for various face cuts; loading position; time and degree of channel obstructions while dredging; reliability loading, unloading, and transportation costs; fuel efficiency; and other operational factors. 3. Trace dredged material to evaluate the environmental and hydraulic impacts of riverine disposal and subsequent movement of dredged material placed in the floodplain. In this regard, the "Planning of Demonstration Project for Main Channel Disposal of Dredged Material" report (July, 1980) was prepared to identify the most feasible methods of tracking dredged material in the riverine environment. Although the report addresses thalweg disposal, it is thought that the method of using fluorescent dyes can also be used in tracking other types of floodplain disposal such as beach nourishment and disposal in lowland hardwoods. Therefore, a complete dredged sedi-ment tracing experiment, including biological studies should be conducted by the COE within five years. Priority should be given to the main channel (thalweg) disposal experiment. The scope of work for assessing both the geomorphic and environmental impacts should be approved by the OSIT. 4. Evaluate the environmental and economic impacts of disposal of dredged material behind levees. A significant demand for dredged material has been shown from the levee districts adjacent to the river. However, the potential problems such as containment and return flows need to be developed. 5. Investigate within five years the environmental and economic impacts of double pumping of dredged material. 6. Use of alternative methods of dredging and disposal in sensitive areas. 7. Insure access to equipment necessary to dispose of dredged material in the primary sites designated in the Dredged Material Disposal Plan. All of the above should be coordinated with the OSIT and the FWIC as new information becomes available the ORRMT should reevaluate the primary sites selected by the GREAT II Team and the site selection priorities, operating under the same voting procedures used by the GREAT II Team. This information should be incorporated into the Annual Plans of Action (POA's) and provided to the OSIT for implementation and revision of the Dredged Material Disposal Plan.CHAPTER V U3CKS, DAMS, AND CONTROL STRUCTURES Closing and wing dams combined with the lock and dam system are the primary means of maintaining the 9-foot navigation project. The Rock Island District currently has over 1,150 regulating structures to maintain channel position and depth. The total length of these structures is approximately 178 miles averaging over 800 feet in length per structure. What effects these structures have on the quantity and frequency of dredging is not fully known. However, the Rock Island District's program to catalog and evaluate existing structures, as will be discussed in a later section, is expected to provide this information for areas where dredging is a recurrent problem. The Impacts of this channelization are severe in that it precludes any significant side channel and backwater creation, and as existing backwaters are filled no replacements are provided. There is no feasible way to counteract this reduction in aquatic areas. However, the rate of reduction can be affected by implementation of the Channel Maintenance Plan, The river experienced an increase in surface water area when the lock and dams were constructed. Since the rivers discharge hasn't been increased, some accretion is natural as the river attempts to modify its cross-sectional water area. To prevent additional environmental impacts, control structures should continue to be maintained at elevations below the Lowest Operating Level (LOL) or flat pool. The effects of notching and other modifications should also continue to be studied; the goal is to prevent land accretion in the area of control structures. In addition the rocky substrate provided by wing dams have the potential to increase habitat diversity adjacent to the main channel. The Corps of Engineers began building regulatory structures in 1878 when the 4-1/2-foot channel was authorized. The 4-1/2-foot channel was to be achieved by closure of chutes, bank revetment, and contraction of the channel by wing dams. In 1907, the 6-foot channel was authorized on the upper river. The depth increase over the 4-1/2-foot channel was to be accomplished by construction of rock and brush dikes, which like the earlier structures, were low structures extending laterally from the bankline into the river to constrict low-stage flows. Under the 1930 authorization for the extension of the 9-foot channel from St. Louis to St. Paul, the approach was considerably different than the 4-1/2-foot and 6-foot projects. The authorization stated that a 9-foot navigation channel, at least 300 feet wide, was to be achieved by construction of a system of locks and dams to completely regulate the flow, as well as supplemental dredging to maintain the channel. This required the addition of many new wing dams and the upgrading of others. However, some of the 4-1/2-foot and 6-foot dikes were not modified and were submerged when the 9-foot project was completed.Considerable changes in the condition of the dikes has been observed since 1930. In many cases, the exact integrity of the structures is unknown The RID/COE recently developed a committee entitled ’’Committee for the Assessment of Regulatory Structures" (CARS), to evaluate the status of regulatory structures in the GREAT II area. Regulatory structures must be kept in good condition to retain their hydraulic effectiveness. These structures must be assessed on a regular basis to determine if degradation of the struc ture is occurring. The RID/COE previously had no regular system to evaluate these structures to determine if their dredging problems were a result of in effective (degraded) regulatory structures, or indicated a need for new regulatory structures in a particular chronic area. Therefore, the RID/COE, in order to reduce both short and long-term dredging requirements through evaluation of river hydraulics should institute CARS permanently. The membership of CARS is to be expanded to include the OSIT chairman or designee. CARS is to be a non-voting advisory group whose function is to advise the RID Operations Division in the maintenance of control structures. CARS should advise the RID/COE as to the following activities: 1) Reduce the quantities of dredged material for each dredging occurrence in the short-term by continuing to perform detailed hydrographic surveys of each prospective dredge site to find the location, depth and width of the best channel for that stretch of the river. Recommendations should be submitted to the U.S. Coast Guard as to where the channel might stabilize so that navigation buoys can be realigned. 2) Reduce the quantities of material dredged in the long-term by refining the existing two-dimensional sediment transport model to assess the regulatory structures effectiveness and further needs near chronic dredge areas. The model can then be used to determine the optimum channel size that will meet navigation requirements for a given stretch of the river knowing the flow and depth conditions that exist there. 3) Use of the results of the GREAT II Wing Dam Classification Study and the Wing Dam Notching Study to ascertain the relationships between biological and physical parameters of various types of wing dams. CARS, in coordination with the GREAT II proposed Fish and Wildlife Interagency Committee (FWIC), should utilize any recent and on-going studies on wing dams, in any decision to repair, alter or construct training or revetment structures, so that fish and wildlife needs are considered. 4) Based on information obtained in all of the above tasks, evaluate all recurrent dredging sites to determine if regulatory structures could reduce dredging in the area or to determine if shoaling could be induced at areas where the impacts of dredging and disposal operations would be minimal. If so, the RID/COE should optimizebenefits to both navigation and fish and wildlife resources in the design of any repair, alteration or construction of a regulatory structure consistent with the sediment transport model and wing dam studies. First priority should be given to restoring the bank channel closure structures near the Huff Hunt Island in Pool 20. Wing Dam Notching Study results will be available by May, 1981. The Wing Dam Classification Study is an on-going study by the Iowa Conservation Commission and funded in part by the National Marine Fisheries Service. 5) Take the following actions, associated with recurrent dredge sites, identified as first priorities, by the DRWG. a) Pool #11: Study should be conducted of the wing dams above and the control structures directly across from Hurricane Island (R.M. 598.6 to 599.1). b) Pool #11: Closure of Ackerman’s Cut, located at R.M. 613.8, except to small boat traffic, should be accomplished. c) Pool #12: Study of closing dam at upstream end of Deadman's Slough, located at R.M. 569.1, for adequacy to keep sediments moving in the main channel. d) Pool #13: 1) Study of wing dams in the Sand Prairie reach above the mouth of the Maquoketa River, located at R.M. 549.8 to 550.8, for adequacy and design elevation to keep sediments moving in the main channel. 2) Monitor the restored wing dams, located at R.M. 546.0 to 548.8, for the next five years to determine that wing dams remain adequate to move sediment, especially in years when ice jams occur. 3) Monitor river channel from R.M. 544.0 to 545.0 to determine if additional sediments are being deposited in this reach. If additional sediments are being deposited, Wing Dams 14, 15, 17 and 18 should be studied for adequacy to keep sediments moving in the main channel. 4) Monitor wing dams and bank revetment from R.M. 540.5 to 541.0 to determine if further deterioration has taken place. 5) Closing Dam 15 at R.M. 532.9 should be examined for adequacy to maintain flows in the main channel.6) Wing Dams 19, 20, 21 and 22 located on left bank at R.M. 531 to 532 should be examined for adequacy to maintain flows in the main channel. e) Pool #14: 1) A model study should be made of the reach of the river from R.M. 512.8 to 517.5 to determine what action should be taken to keep the sediments moving in the main channel and Beaver Slough channel. 2) Wing Dams 25, 26 and 27 and Closing Dam 17 located at R.M. 503.3 to 505.9 should be examined for adequacy to maintain flow in the main channel. f) Pool #16: 1) A flow study should be made of the reach of the river from R.M. 472.0 to 473.2 to determine the method to keep the sediments moving in the main channel at Buffalo, Iowa. 2) Regulating structures located at R.M. 416 to 462 should be examined for their adequacy to keep sediments moving in the main channel. g) Pool #17: 1) Regulating structures located at R.M. 447.5 to 448.5 should be examined for their adequacy to keep sediments moving in the main channel. h) Pool #18: 1) Regulating structures located at R.M. 431 to 432 should be examined for adequacy to keep sediments moving in the main channel. 2) Regulating structures located at R.M. 425.5 to 426.5 should be examined for adequacy to keep sediments moving in the main channel. 3) Examination of Wing Dams 16, 2, 3, 6, 7, 33 and 35, located at R.M. 424.2 to 424.7 for adequacy to keep sediments moving in the main channel. 4) Regulating structures located at R.M. 418.5 to 420.5 should be examined for adequacy to keep sediments moving in the main channel.i) Pool #19: 1) Regulating structures located at R.M. 404.3 to 408.4 should be examined for adequacy to keep sediments moving in the main channel. 2) Regulating structures located at R.M. 398.2 to 399.2 should be examined for adequacy to keep sediments moving in the main channel. 3) The placement of a regulating structure at R.M. 399 should be studied to determine if it would improve the flow in the main channel. j) Pool #20: 1) The recommendations of the University of Iowa, Institute of Hydraulic Research report on Fox Island Beach, R.M. 355 to 356 and Buzzard Island Beach, R.M. 349 to 350 should be implemented. k) Pool #21: 1) Wing Dams 12 and 14 on the right bank and 29, 15, 16 and 13 on the left bank and Closing Dam 5 between R.M. 335.9 to 337.3 should be examined to determine their adequacy to keep sediments moving in the main channel. 2) Regulating structures located at R.M. 331 to 333.2 should be examined to determine their adequacy to keep sediments moving in the main channel. 1) Pool #22: 1) Regulating structures located at R.M. 323.5 to 324.7 should be examined for adequacy to keep sediments moving in the main channel. 2) Wing Dams located at R.M. 319.5 to 321.0 should be examined for adequacy to keep sediments moving in the main channel. 3) Closing structures located above Beebe Island, R.M. 317 should be examined for adequacy to keep sediments moving in the main channel. 4) The placement of a closing dam at the upstream end of Armstrong Island, R.M. 313.7, and Wing Dam 17 at R.M. 304.1 should be examined for adequacy to keep sediments moving in the main channel.5) Wing Dam 12 at R.M. 305.4 should be examined for adequacy to keep sediments moving in the main channel. 6) Closing Dam 2 at R.M. 302.7 should be reconstructed to the original elevation and the wing dams located at R.M. 302.0 to 303.5 should be examined for adequacy to keep sediments moving in the main channel.CHAPTER VI SMALL BOAT HARBORS The small boat harbors maintained by the RID/COE were built by the COE with local sponsorship. Before 1977 most harbor depths were maintained by the RID using open water disposal. On-land disposal is now practiced, and local sponsors are usually required to provide and prepare disposal sites. Therefore, none were selected by GREAT. The OSIT will be responsible for reviewing the sites before disposal begins and for advising the RID when sites are unacceptable. Since the dredged material is usually silt, the environmental impacts are thus quite different from main channel disposal. Impacts of this type of disposal vary on a case by case basis. The OSIT will review each disposal site and recommend mitigation measures as appropriate. The following criteria (listed in order of priority) are provided to assist local sponsors and for OSIT review of disposal sites to determine acceptability: 1. Dredged material has beneficial use which will cause it to be removed from the disposal site. 2. Site has beneficial use potential that will have little or no environmental impact. 3. Impacts of disposal at site will be adequately mitigated. 4. Open water disposal will be avoided.CHAPTER VII PROJECT MITIGATION Due to past RID/COE activities (i.e., lock and dam construction and channel maintenance activities), there are backwater areas which have lost considerable habitat vlue. The RID/COE should mitigate losses to the following sites listed by the SCWG. Justification and possible solutions to these problem sites are described in Section IID of the SCWG Appendix. Fool Site River Mile 11 Dam 10 615.1L Cassville Slough 614.9L Goetz Island 613.2R Bunker Chute 603.3R Hurricane Island and Chute 592.0-598.5L Dam 11/Highway 61 583.1L 12 No Sites 13 Dam 12 556.7L 14 Dam 13 522.5R 15 No Sites 16 No Sites 17 Blanchard Island 449.0L 18 Unnamed 429.2-430.8R Kingston Bar 424.OR 19 Otter Slough 407.0-409.OR Otter Island 408.5R Rush/Baby Rush Islands 406.2R 20 Taylor Chute 353.0L Huff/Hunt Islands 349.0-350.0L 21 Teal Island 332.5L Broad Lake/Quincy Bay 328.0-329.3L 22 Texas Chute 324.0L Beebe Island 316.7-318.5L Unnamed 316.0L 23 (22 Tailwaters) Cottel Island 300.0-301.0LCHAPTER VIII DREDGING REQUIREMENTS GREAT investigated the reduction of dredged material disposal impacts through a reduction in overdepth dredging. It was found that in some areas the amount of overdepth dredging could be reduced because the channel would stabilize hydraulically at the lesser depth. As a result, it is recommended that average annual quantities of dredged material be minimized where possible through the application of technically supported reduced depth dredging and the maintenance of minimum channel widths (to be implemented by CARS as discussed in Chapter V). Decisions on dredging depths should also include the potential for increased dredging frequency and the demand for dredged material. GREAT was also concerned with the effects of dredging on vessel safety and reviewed numerous technical documents on maneuvering characteristics. It was found that vessel maneuvering is affected by depths of water two times vessel draft and those effects become significant when the ratio is reduced below 1.5 times draft. The loss of rudder and propeller control increases the risk of grounding or collision. With present vessel operating equipment, acceptable vessel control can be maintained with a 2-foot underkeel clearance. It is therefore recommended that the RID/COE channel maintenance program insure that a minimum 2-foot underkeel clearance is maintained for commercial navigation. Under certain hydraulic conditions, the RID/COE may allow the channel to fall below 11-feet flat pool. Dredging depths in approaches to rigid structures (etc.) may require an additional depth as determined by technically supported safety criteria. GREAT recommends that the following channel maintenance items be accomplished by the RID/COE to provide a safe navigable channel: 1. Deepening of the downbound exit at Lock 15. This would probably involve blasting, as this area has a rock bottom. 2. Straightening the channel alignment and removal of the rocks in the vicinity of R.M. 489.EXHIBIT 1 INDEX TO DISPOSAL SITE NUMBERING SYSTEMPool Pool Pool INDEX TO DISPOSAL SITE NUMBERING SYSTEM PFWG* (Old) New Number Number River Mile TFl 11.1 614.7R D3 11.2 614.5R D2 11.3 614.5R D4 11.4 614.2R HD14 11.5 612.3R HD9 11.6 610.5L HD7 11.7 609.OL D28 11.8 607.7L D29 11.9 607.6L D5 11.10 607.6R D33 11.12 606.5L D35 11.13 604.5L D36 11.14 604.2L D7 11.15 602.8R D8 11.16 599.8R D9 11.17 596.OR HD1 11.18 595.8R D2-24 11.19 594.5L Dll 11.20 589.4R DIO 11.21 589.3R D18 11.22 585.OL Pool 12 HD6 12.1 581.5L D2 12.2 581.OR Dl 12.3 580.9R HD5 12.4 579.8L TF579.5 12.5 579.5R D23 12.6 579.2L D24 12.7 579.OL D3 12.8 578.OR D4 12.9 578.OR D25 12.10 578.OR D6 12.11 577.5R D26 12.12 577.1L D5 12.13 576.9R D28 12.14 576.2L D27 12.15 576.OL D30 12.16 575.9L D29 12.17 575.5L D31 12.18 575.5L D32 12.19 574.6L 1. The numbering system as displayed in this column is the same as the system used on the maps in the draft Plan Formulation Technical Appendix.Pool 12 (Cont.) Pool 13 PFWG Old New D9 12.20 573.8R D7 12.21 573.8R D8 12.22 573.5R HD4 12.23 572.5R D33 12.24 570.4L DIO 12.25 568.7R Dll 12.26 568.5R HD3 12.27 568.5R D34 12.28 568.2L HD2 12.29 567.8R D35 12.30 566.5L DT53 12.31 566.5L D3 6 12.32 566.3L HD9 12.33 566.0L D39 12.34 563.0L D40 12.35 563.0L D37 12.36 562.7L D12 12.37 562.1R D38 12.38 561.8L D42 12.39 561.5L D41 12.40 561.5L D43 12.41 561.2L D44 12.42 560.7L D45 12.43 560.6L D15 12.44 560.2R D13 12.45 560.OR D14 12.46 559.9R D16 12.47 559.5R D46 12.48 559.2L D47 12.49 559.2L D48 12.50 558.8L D17/18 12.51 558.4R D49 12.52 557.5L D19 12.53 557.4R D51 12.54 557.1L D50 12.55 557.1L Dl 13.1 555.2R D49 13.2 554.8L D2 13.3 554.8R D3 13.4 554.6R HD554.6 13.5 554.6R D4 13.6 552.9R D5 13.7 552.8R HD15 13.8 552.8R D6 13.9 552.6R D7 13.10 552.5R D8 13.11 552.1R D9 13.12 552.1R DIO 13.13 552.1R PFWG (Old) New Pool Number Number River Mile ^ Pool 13 Dll 13.14 551.6R (Cont.) D12 13.15 551.6R D13 13.16 551.1R D14 13.17 551.OR HD18 13.18 551.0L HD14 13.19 550.9R HD27 13.20 550.7R HD28 13.21 550.6R D51 13.22 550.3L HD12 13.23 549.8R D15 13.24 549.4R D16 13.25 549.OR SPG 13.26 548.9L D17 13.27 548.9R D21 13.28 548.5R D50 13.29 548.2R HD9 13.30 548.2R D19 13.31 548.1R D18 13.32 548.1R D22 13.33 547.9R D20 13.34 547.9R HD11 13.35 547.8L 2D8 13.36 547.8L HD7/8 13.37 547.7R HD31 13.38 547.4R HD10 13.39 547.3L D23 13.40 547.3R HD25 13.41 547.1L HD30 13.42 547.1R HD29 13.43 546.8R D25 13.44 546.5R D24 13.45 546.5R HD6/26 13.46 546.3R D26 13.47 546.2R D52 13.48 546.0L HD21 13.49 545.9R HD22 13.50 545.8R HD23 13.51 545.7R HD24 13.52 545.6R TF4 13.53 544.9R 2D6 13.54 544.5L HD5 13.55 544.5L D53 13.56 544.4L TF2 13.57 544.2L D55 13.58 542.8L D54 13.59 542.8L HD20 13.60 541.1L HD19 13.61 540.9R 2D5 13.62 540.8R D31 13.63 540.8R PFWG 1 ■ (Old) New I Pool Number Number River Mile Pool 13 TF540.5 13.64 540.5R M (Cont.) D56 13.65 539.9L HSj HD4 13.66 539.5L TF539 13.67 539.0 _ TF539L 13.68 539.0L M TF537L 13.69 537.0L ™ D72 13.70 536.9L D30 13.71 536.5R gg D48 13.72 535.9R M D29 13.73 535.8R D28 13.74 535.8R wm D27 13.75 535.8R fi D32 13.76 535.2R D71 13.77 534.9L — D70 13.78 534.9L |g D69 13.79 534L ■ TF534 13.80 534.0L TF533.8 13.81 533.8L H HD2 * 13.82 533.5L W HD3 13.83 533.2L HD2 13.84 533.2L ■■ D68 13.85 533.1L H HD1 13.86 533L HD17/18 13.87 532.9L TF3 13.88 532.4L M D67 13.89 532.1L ■ D34 13.90 531.6R 2D9 13.91 531.5r m D33 13.92 531.5R m HD531.4 13.93 531.4L 2D4 13.94 531.1R m D66 13.95 530.3L Jj D65 13.96 530.2L ™ D64 13.97 529.2L 2D3 13.98 528.8R m 2D10 13.99 528.8L ■ D63 13.100 528.6L D36 13.101 528.5R H D37 13.102 528.2R 3 2D2 13.103 528.2R D35 13.104 528.2R — D40 13.105 527.4R M D41 13.106 527.2R “ D39 13.107 527.2R D38 13.108 527.OR a D43 13.109 526.8R ■ D42 13.110 526.7R D44 13.111 526.5R mm D45 13.112 526.4R D62 13.113 525.9L D61 13.114 525.9L 1-5 ■1 11 ■ New Pool Number Number River Mile B Pool 13 D46 13.115 525.6R ■ (Cont.) TFl 13.116 525.5L HD16 13.117 525.5L ■ - 13.118 524.5R | D60 13.119 524.5L 2D11 13.120 524.3L D47 13.121 524.OR ■ D59 13.122 523.9L ■ 2D1 13.123 523.8 D58 13.124 523.5L ■ D57 13.125 523.4L IB Pool 14 D60 14.1 523.0L ■ TF519.5 14.2 519.5R ■ HD66 14.3 519.2L HD19 14.4 518.9R HD18 14.5 518.6L ■ PP1 14.6 518. 5L ■ D25 14.7 517.5L HD17 14.8 517.5R ■ D28 14.9 517.3L ■ HD16 14.10 517.2R HD55 14.11 516.7R ■ D29 14.12 516.4L ■ HD15 14.13 516.3L D30 14.14 516.1L D26 14.15 516.1L ■ D31 14.16 516.0L ■ D32 14.17 515.6L 2D1 14.18 515.5L ■ 2D2 14.19 515.0L | D33 14.20 514.8L D27 14.21 514.8L HD14 14.22 514.3L ■ HD12 14.23 514.2R IH HD13 14.24 514. 0L D34 14.25 514. 0L ■ D35 14.26 513.9L ■ HDll 14.27 513.7R D36 14.28 513.7R ■ D37 14.29 513.4L ■ D24 14.30 513.2R D38 14.31 513.2L D23 14.32 513.OR ■ HD64 14.33 512.9R ■ D22f 14.34 512.9R D39 14.35 512.7L ■ D22 14.35.01 512.6R ■ TF512.5 14.36 512.5 1 1 D40 14.37 1-6 512.3L PFWG (Old) New 1 1 Pool Number Number River Mile Pool 14 D21 14.38 511.5R ^ (Cont.) 2D7 14.39 511.OR m D20 14.40 510.9R 2D8 14.41 510.7R ■ D41 14.42 510.3R ■ D41 14.43 510.3L D19 14.44 510.1R mm 2D9 14.45 510.OR m HD65 14.46 509.9R HD68 14.47 509.8R HD59 14.48 509.7R J|§ D42 14.49 509.6L ■ D18 14.50 509.3R HD9 14.51 509.2R ■ HD10 14.52 509.OR I D17 14.53 508.8R D43 14.54 508.8L m HD66 14.55 508.7R ■ D16 14.56 508.3L D15 14.57 508.3L D44 14.58 508.3L m 2D10 14.59 508.OR ™ D45 14.60 507.8L 2D11 14.61 507.8R ig D14 14.62 507.8R m D49 14.63 507.8L D46 14.64 507.5L m D48 14.65 507.4L *§ D47 14.66 507.2L ™ D13 14.67 506.8R DIO 14.68 506.2R ■ HD8 14.69 506.1L ■ Dll 14.70 506.1R Princeton Levee 14.71 506.or m D9 14.72 505.7R 'M TF505.6 14.73 505.6L D50 14.74 505.6L m D51 14.75 505.4L m D52 14.76 504.2L m HD7 14.77 504.OR D53 14.78 504.0L M D12 14.79 503.9R ■ HD6 14.80 503.8R HD5 14.81 503.6R M D8 14.82 503.1R 8 D6 14.83 503.OR D5 14.84 503.OR — D54 14.85 502.9L m D7 14.86 502.8R ■ 2D12 14.87 1-7 502.5R 1 1■ 1 PFWG (Old) New Pool Number Number River Mile H Pool 14 2D4 14.88 502.5L pl (Cont.) D56 14.89 501.7L D55 14.90 501.3L mm 2D3 14.91 500.5L ■ D57 14.92 499.1L ■1 D4 14.93 498.2R D3 14.94 497.2R ■ 2D5 14.95 496.7L ■ D58 14.96 496.4L D2 14.97 495.8R ■ D59 14.98 495.6L ■ 2D6 14.99 495.0L HD71 14.100 494.6L Dl 14.101 494.5R ■ HD3 14.102 494.5R ■ HD2 14.103 494.2R HD1 14.104 493.7R m pool 15 Dl 15.1 492.8R D2 15.2 492.6R m D21 15.3 492.5L | D3 15.4 492.4R ■■■ D4 15.5 492.2R mmm D5 15.6 491.6R ■ HD1 15.7 491.4L ■ D20 15.8 491.3 D17 15.9 491.2L ■ D6 15.10 491.OR ■ D19 15.11 490.7L D18 15.12 490.5L ■1 2D6 15.13 490.5R ■ 2D5 15.14 490.4R HD3 15.15 489.8L 2D4 15.16 489.7R ■ HD2 15.17 489.6R ■ HD4 15.18 489.4L D16B 15.19 489.3L ■ D16A 15.20 489.3L ■ D15 15.21 488.2L D7 15.22 488.2R 2D1 15.23 488.2R ■ 2D2 15.24 488.1R ■ D9 15.25 487.9R D8 15.26 487.7R ■ DIO 15.27 487.5R ■ Dll 15.28 487.4R D12 15.29 486.9R ■ D14 15.30 486.8L D13 15.31 484.OR 1 ■ TF483.3 15.32 1-8 483.3RPool Pool PFWG (bid) New Number Number River Mile 16 HD6 16.1 482.8L D60 16.2 482.OR HD6f 16.3 481.8R D61 16.4 481.5R D57 16.5 481.2 D58 16.6 481.5R D59 16.7 480.3L D62 16.8 480.2L D54 16.9 479.8R D55 16.10 479.5R D53 16.11 479.5R D56 16.12 478.7R D51 16.13 478.3R D50 16.14 478.2R D49 16.15 478.OR D46 16.16 478.OL D47 16.17 477.8L D48 16.18 477.7L D43 16.10 476.2R D44 16.20 476.2L D45 16.21 476.0L D41 16.22 475.OR D42 16.23 474.2L D36 16.24 474.3R D37 16.25 474.OR D38 16.26 473.7R D39 16.27 473.7R D40 16.28 473.4L HD5 16.29 473.OL D32 16.30 472.8L D33 16.31 472.5L HD4 16.32 472.5R D31 16.33 472.5R D34 16.34 472.3L D28 16.35 471.7R D29 16.36 471.1R D30 16.37 470.8L D25 16.38 470.3R D27 16.39 469.6L HD3 16.40 469.5L HD2 16.41 469.5R HD2' 16.42 469.5R D21 16.43 469.OR D22 16.44 468.OR D23 16.45 468.OL TF468 16.46 468.OR D24 16.47 467.9L D19 16.48 467.7L D20 16.49 467.2L D18 16.50 466.7RPFWG (Old) Number New Number Pool 16 (Cont.) Pool 17 D14 16.51 465.8R D15 16.52 465.1R Dll 16.53 464.6R D13 16.54 464.5L D12 16.55 464.2R 2D5 16.56 462.7R HDl 16.57 461.7R 2D6 16.58 461.2R TF1 16.59 460.9L D3 16.60 459.9R D5 16.61 458.8L D6 16.62 458.2L D2 16.63 457.1L Dl 16.64 458.OR D14 17.1 456.6L 2D32 17.2 456.0L D13 17.3 455.8L D15 17.4 455.6L 2D30 17.5 455.6L 2D31 17.6 455.6L D12 17.7 455.4L D16 17.8 455.3L HD10 17.9 454.5L HD9 17.10 454.0L HD8 17.11 453.5L D17 17.12 452.8L TF452.5 17.13 452.5R D18 17.14 452.5L PH452 17.15 452.0L HD7 17.16 451.8L D2 17.17 451.6R HD6 17.18 451.5L Dl 17.19 451.5R TF451.2 17.20 451.2R D3 17.21 451.OR D4 17.22 450.5R TF450 17.23 450.OL TF449.9 17.24 449.9R D6 17.25 448.5L HD4 17.26 448.1L HD5 17.27 448.1R D19 17.28 448.OL D5 17.29 448.OR HD2 17.30 447.4R D20 17.31 446.7L Dll 17.32 442.2L D7 17.33 439.OL DIO 17.34 437.5LFool Pool 17 (Cont.) Pool 18 PFWG (Old) New no 17.35 17.36 Uy D8 H JJ • Cmi-1 433.OL Dl 18.1 437.3R D2 18.2 436.OR TF435 18.3 435.OR HD434 18.4 434.OL DX 18.5 434.OR D3 18.6 433.OR D4 18.7 433.OR TF433 18.8 433.OR 3D3 18.9 432.5L D15 18.10 432.5L 3D4 18.11 432.4L D14 18.12 432.OL HDll1 18.13 431.6L HDll 18.14 431.5R D5 18.15 430.5R D16 18.16 428.3L HD9+ 18.17 427.3R HD9 18.18 427.3L HD10 18.19 427.3R 3D2 18.20 426.8L D6' 18.21 426.8L D6 18.22 426.8R D17 18.23 425.9L D7 18.24 425.OR D18 18.25 424.5L HD6 18.26 424.3R HD7 ’ 18.27 424.2L D8 18.28 421.8R D19 18.29 421.5L TF420.5 18.30 420.5R HD5 18.31 420.4R HD3 18.32 419.3L D20 18.33 419.0L D9 18.34 418.3R TF418.2 18.35 418.2R TF417.5 18.36 417.5L D21 18.37 417.3L D22 18.38 417.0L DIO 18.39 416.5R TF415.6 18.40 415.6L HD2 18.41 414.9R D23 18.42 414 ,8L Dll 18.43 414.7R D24 18.44 414.OL D12 18.45 412.8R HDl 18.46 411.7L HD411 18.47 411.OL D13 18.48 410.8RPool PFWG New 19 Dl 19.1 409.6R D34 19.2 409.4L TF408 19.3 408. OR D33 19.4 408.OL HDl71 19.5 408.OL HDl7 19.6 408.0L HDl6 19.7 408.OR D331 19.8 407.5L D2 19.9 407.3L HDl5 19.10 407.OR HDl4 19.11 406.4R HDl3 19.12 406.2R HD9 19.13 405.9L D32 19.14 405.4L D321 19.15 405.4L HD8 19.16 405.4R D3 19.17 405.4R HD7 19.18 405.3R TF404.8 19.19 404.8R D31 19.20 404.7L HD10 19.21 404.5L TF404.5 19.22 404.5 CBC 19.23 401.6R HD6 19.24 401.5R HD5 19.25 401.3L D30 19.26 401.OR D4 19.27 401.OR D5" 19.28 400.5R D5 19.29 400.5 HD3 * 19.30 399.8L HD2 19.31 399.4L D61 19.32 399.1R D6 19.33 399.1R TF398.1 19.34 398.1L TF398 19.35 398.OR D7 19.36 394.6R D29 19.37 394.3L HD394 19.38 394.OR TF394 19.39 394.OR D28 19.40 393.2L D8 19.41 390.5R D27 19.42 389.3L D26 19.43 387.8L D9 19.44 385.9R DIO 19.45 385.8R D25 19.46 385.5L D24A/D24B 19.47 384.7L D23 19.48 383.3L D22 19.49 380.6L Dll 19.50 379.OR m New 1 | Pool Number Number River Mile Pool 19 D21 19.51 378.8L « (Cont.) D12 19.52 376.7R ■ D13 19.53 HIV D20 19.54 375*5L wm D14 19.55 375.OR ■ D15 19.56 373.OR • D19 19.57 369.6L D16 19.58 369.5R ■ D18 19.59 367.5L ■ Pool 20 Dll 20.1 3 64 . 0L D23 20.2 363.2R ISf TF362 20.3 362.OR TF361.5 20.4 361.5R D2 20.5 359.5R jg D3 20.6 358.8R ■ D12 20.7 358.2L D13 20.8 357.2L m D14 20.9 356.5L ■ D4 20.10 356.OR D15 20.11 355.7L m TF355 20.12 355.OR H HD9 20.13 355.OR ™ D151 20.14 355.0L D16 20.15 353.9L ■ D17 20.16 353.7L ■ D6 20.17 353 .7R D5 20.18 353.OR M TF351 20.19 351.OR I D18 20.20 350.8L D7 20.21 350.7R ^ HD3 20.22 349.8R HD4 20.23 349.6R * HD5 20.24 349.5R HD7 20.25 349.3R ■ D19 20.26 349.2L ■ D20 20.27 348.5L D21 20.28 348.OL ■■ TF347.7 20.29 347.7R ■ D8 20.30 347.5R D9 20.31 346.OR ^ TF345.7 20.32 345.7R ■ TF345.3 20.33 345.3L • HDl 20.34 343.8R D22 20.35 343.7L DIO 20.36 343.7R 9 HD2 20.37 343.6R Pool 21 TF342.9 21.1 342.9R B HD17 21.2 341.6L ^ ■ 1-13 H 1Pool Pool 21 (Cont.) Pool 22 PFWG (Old) New Number Number River Mile TF341.5 21.3 341.5R D17 21.4 341.2R Dl 21.5 340.5L HDl 6 21.6 340.2L D16 21.7 339.8R TF339.7 21.8 339.7R TF339.5 21.9 339.5R HDl 5 21.10 339.4L D2 21.11 338.8L D3 21.12 338.6L D14 21.13 338.6R D15 21.14 338.5R HD14 21.15 338.3L HD13 21.16 338.OR HDl 2 21.17 337.1L D13 21.18 337.1R HD9 21.19 337.OR D4 21.20 337.0L HDll 21.21 336.7R HD10 21.22 336.7L TF336.6 21.23 336.6R TF336.5 21.24 336.5R HD9 21.25 336.2L TF335 21.26 335.OR D12 21.27 333.6R HD8 21.28 333.6L D11A 21.29 333.5L D5 21.30 332.7L HD7 21.31 332.6R HD6 21.32 332.5L TF332.3 21.33 332 - 333 D11B 21.34 332.2R TF332 21.35 332.OR HD5 21.36 331.8L D6 21.37 331.5L HD331 21.38 331.OR DIO 21.39 331.OR TF329 21.40 329.OR HD3 21.41 328.3L HD4 21.42 328.2R D9 21.43 328.OR D7 21.44 327.9L HD2 21.45 327.7L HDl 21.46 326.7R TF326.1 21.47 326.1L D8 21.48 325.5R TF324.6 22.1 324.6L TF324 22.2 324.OR Dl 22.3 324.OL HD13 22.4 323.8LPool Pool 22 PFWG (old) Number D16 New Number 22.5 l River Mile 323.OR M (Cont.) D2 22.6 321.OL ■ TF320.5 22.7 320.5R TF320.1 22.8 320.1R D15 22.9 320.1R jgf HDl 2 22.10 320.0L • D14 1 22.11 319.OR D12 22.12 317.or m HD10 22.13 316.4L ^ TF316 22.14 316.OL D13 22.15 315.8R m HD9 22.16 314.4R ■ D3 22.17 314.OL * HD7 22.18 313.8L HD6 22.19 313.7R ■ Dll’ 22.20 313.7R ■ Dll 22.21 313.5R HD5 22.22 313.4L M HD4 22.23 312.il m HD3 22.24 312.OR D51 22.25 311.7L M HD2 22.26 3H.5R |§ D5 22.27 311.4L m TF310.7 22.28 310.7R D4 22.29 310.OL ■ D6 22.30 307.8L m D7 22.31 306.5L DIO 22.32 305.3R am D8 22.33 303.5L D9 22.34 303.OR HDl’ 22.35 303.OL ^ HDl" 22.36 303.OR m HDl 22.37 302.3R ■ TF301 22.38 301.OR HD300.5L 22.39 300.5L M TF300.5 22.40 300.5R ■ HD300.4R 22.41 300.4R a a i 1-15 m ■ 1 lEXHIBIT 2 DISPOSAL ALTERNATIVES MATRIXESKEY TO DISPOSAL ALTERNATIVES MATRIX Column 1: Dredge Cut Displays the following information for each dredge cut: 1. Name of Dredge Cut 2. The Frequency of Dredging (i.e., 1/5 = once in 5 years) 3. Volume Dredged Each Dredging Occurrence 4. Approximate Location of Historical Dredging Column 2: Primary Site and Size (A) Acres = Primary Site = Beach Nourishment Site (Beach Nourishment Only as Necessary) These logos are the same as those used on the base maps in Exhibit 2. Size in acres is depicted for primary sites only, if known. Site acreages vary depending on the use of the material. If a site is to be used for stockpile then the acres are displayed in brackets (i.e., (51.5)), Column 3: Disposal Site This column displays the number of the disposal site as displayed on the base maps in Exhibit 2. Column 4: River Mile This column displays the approximate location of the disposal site in relation to the navigation channel. Exact locations are found on the base maps. Column 5: Habitat Description (Land Use) Self-explanatory. See Section IV-G for definition of habitat description. Column 6: Impacts in Habitat Units (+ or -) Relative index of Impacts, see Section IV-G,Column 7: Conditions for Use Self-explanatory. Column 8: Objections This column displays any and all objections to use of this site, raised by the GREAT II Team members during the study process. DSSTF = Disposal Site Selection Task Force The letter and number codes displayed in this column are listed below by work group. A. Commercial Transportation (CTWG) 1) The site will physically impede navigation - e.g., by obstructing the channel, necessary off-channel maneuvering space or visibility. 2) The site will change the river's flow characteristics so as to impede navigation, to undermine structural foundations, or to impair the placement and/or station keeping of aids to navigation. 3) The site will pose a navigation-related hazard to the safety of life and property not covered by Criteria Numbers 1 and 2. 4) The site will infringe on existing or proposed barge fleeting areas. 5) The site will infringe on existing or proposed barge terminal areas. 6) The site will involve costs which are greater than would have existed prior to GREAT. B. Cultural Resources (CRWG) 1) The site has a significant adverse impact on known cultural resources. C. Dredged Material Uses (DMUWG) 1) No beneficial uses for material. 2) No access road to area of disposal. D. Dredging Requirements - Material and Equipment Needs (DRWG) (MENWG) 1) The site does not reasonably permit complete and permanent containment. 2) The site is not within the capability of present (or potential) equipment function. 3) The site does not meet a specific states legislation regulating disposal of dredged material.1 m IP E. Fish and Wildlife - Side Channel (FWMWG) (SCWG) A) General ■ Site in floodplain 2) Runoff will secondarily impact fish and wildlife flH 3) Site in refuge - potential wilderness area ■ Site utilized by rare or endangered species 5) Human impact - recreation use mm 6) Locally unique habitat m n Buffer zone “ 8) Access impacts ■ B) Fishery Resources 1) 1 Flooded terrestrial areas a) spawning b) rearing c) food production 8 i Main channel a) spawning b) rearing c) dwelling d) wintering e) food production 1 ■ mm Main channel borders a) spawning b) rearing c) dwelling d) wintering e) food production ■ 1 m Tailwaters a) spawning b) rearing c) dwelling d) wintering e) food production ■ 5) l ■ Side channels a) spawning b) rearing c) dwelling d) wintering e) food production " 6) 1 River lakes and ponds a) spawning b) rearing c) dwelling d) wintering 1 e) food production 1 2-4Sloughs a) spawning b) rearing c) dwelling d) wintering e) food production River tributary a) spawning b) rearing c) dwelling d) wintering e) food production C) Benthic Resources 1) Mussel bed 2) Substantial changes in bottom sediments D) Wildlife Resources 1) Terrestrial communities a) wood duck producing habitat b) mast production zones c) rookeries d) roost sites; eagles - vultures e) browse zones; brushy habitat f) open areas for diversity g) cultivated land h) sand prairie i) mature timber j) unique plant species k) unique animal species including amphibians and reptiles 1) nesting habitat m) wintering cover 2) Wetlands a) existing or potential emergent zones - shorelands, brood habitat, furbearers b) moist soil food producing area c) roosts - wood duck d) submerged zones - plants e) unique animal species f) amphibians and reptiles habitat 3) Open water a) areas used by diving ducks - feeding b) submerged area - plants c) shoreline feeding and cover areas1) Site not in floodplain - approved. 2) Site in floodplain, but not in floodway or effective flow area. a) Local floodplain ordinance exists: approval only as allowed by local ordinance. b) No ordinance exists: approval subject to state review and conditional stipulations. 3) Site in floodway, but not in effective flow area - rejected subject to other considerations. 4) Site in effective flow area - rejected subject to other considerations . 5) Other considerations a) Sites which are not in the floodway or floodplain of the Mississippi River may not be approved if there is a potential significant loss of storage in specifically designed pounding areas associated with flood control structures. b) Consideration will be given, on a site-by-site basis, to approving sites within an effective flow area or floodway if all material deposited is removed from the area prior to the next seasonal high water. c) Consideration will be given, on a site-by-site basis, to approving sites within an effective flow area or flood-way which would involve filling a local depression or pothole to a level no greater than the adjacent ground surface. d) Consideration will be given, on a site-by-site basis, to approving sites within an effective flow area or floodway where material would be used for beach nourishment as recommended by the Recreation Work Group. 6) If questions arise during preliminary review as to the location of a site with respect to the floodplain, floodway or effective flow area, or possible impacts on tributary flows, the site is temporarily set aside for further detailed study. Note: There were objections raised by the FPMWG which were not assigned a code. These are displayed on the matrixes as "FPMWG" only. Public Participation and Information (PPIWG) Criteria will be public perception and local knowledge of the site by the citizens of the area. Recreation (RWG) 1) The site has significant adverse impacts on existing recreational use or developments. These uses include but are not limited to: a) boating b) f ishing1) c) hunting d) swimming e) camping f) picnicking g) sightseeing h) aesthetics-vegetation 2) The site has significant adverse impact on proposed recreational use or developments, including the Fish and Wildlife Service's Wilderness Proposals. I. Sediment and Erosion Control (SECWG) 1) The disposal site is an area where velocities are of the magnitude to move dredged material during high stages. 2) The site alters or blocks drainage courses. 3) The site changes or modifies outlet channel flow. 4) The site alters flow in the channel regime. 5) The material is being placed such that the fetch and angle of repose of the wind and associated velocities will cause increased erosion. 6) Bank protection is economically unfeasible for a site that would require the protection for stability. Column 9: Special Access Requirements Not all sites were evaluated to determine special access requirements. Column 10: 0wnership41anagement Not all sites were evaluated to determine ownership/management.2-8 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 12.5 11.1 614.7R Developed - 32.5 None DSSTF: Potential for severe erosion and increase in flooc heights. Private (Proposed Marina) 11.2 614.5R Old field Needs field inspection to determine if developed. MENWG: 1 Private 11.3 614.5R Developed Needs field inspection to determine if developed extensively. MENWG: 1 Private 11.4 614.2R Developed Disposal on disturbed areas only. Stockpile only. DSSTF: Potential for severe erosion and increased flood heights. FWMWG: A(l) MENWG: 2 Private Goetz Island 1/5 3 25,000 ydJ RM: 612.3- 613 * 11.5 612.3R Dredged material beach HD: Historic Disposal Site Only small amounts to maintain beach as determined by OSIT. DSSTF: Potential for severe erosion and increased flood heights. Federal St. Louis Woodyard 1/5 3 25,000 yd RM: 610- 612.3 25 * 11.6 610.51 Dredged material beach bordered by lowland hardwoods HD: Historic Disposal Site -25 Only small amounts to maintain beach as determined by OSIT. Keep material out of rip-rap. RWG beach request. DSSTF: Minor adverse Impacts on fish and wildlife resources. Federal (UMRWLFR)DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT Turkey River 1/5 3 25,000 yd RM: 609- 610 uy* 11.7 609.0L Dredged material HD: Historic Disposal Site Only small amounts to maintain beach as determined by OSIT. DSSTF: Potential for severe erosion and increased flood heights. Federal (UMRWLFR) 11.8 607.7L Developed and old field Barging required. Provide for permanent stockpile area. Material must be removed before next spring high water. DSSTF: Potential for increased flood heights. FPMWG: 3, 5a FWMWG: A(l) Inland transport required across paved road and one set of railroad tracks. Federal (UMRWLFR) 12.5 (S2.5) 11.9 607.6L Agricultural field - 162.5 (S-34.8) Barging required. Provide permanent stockpile area. MENWG: 2 Inland transport required across paved road and three sets of railroad tracks. Private 11.10 607.6H Agricultural field Placement out of floodplain of Turkey River. Confine to area east of railroad tracks. DSSTF: Potential for severe erosion and increased flood heights. FPMWG: 4 FWMWG: All criteria MENWG: 1, 2 Inland transport required across unimproved road. Barging - 9-10 miles. Federal (UMRWLFR) u 11.12 606.51 Developed Only small amounts to maintain beach as determined by OSIT. Further investigation and site design should be accomplished. FPMWG: 4 FWMWG: A(l, 2, 5), B(3), D(lf, li) MENWG: 2 Public (Cassville City Park)01- DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT Hurricane Island 1/6 q 15,000 yd RM: 598-599 11.13 604.5L Gravel pit Secondary handling Impacts must be considered before use. MENWG: 2 Trucking required 11.14 604.2L Gravel pit Secondary handling Impacts must be considered before use. MENWG: 2 Trucking required 11.15 602.8R Agricultural Contained stockpile FWMWG: A(l) MENWG: 2 Trucking required 6.4 (SI.5) 11.16 599.8R Developed - 16.7 (S-2.4) Keep material from entering pond. Material must be removed before spring high water. DSSTF: Potential for severe erosion and increased flood heights. Adverse impacts on fish and wildlife resources. FPMWG: 2, 5a FWMWG: A(l, 2, 5), B(6), D(2d) mG: Inland transport required across one set of railroad tracks. Private (Anthony's Boat Dock) Finleys Landing 14.9 (S3.5) 11.17 596.OR Developed - 38.7 (S-5.6) Stockpile site. Confine to area already disturbed. Southside of creek only. DSSTF: Potential for severe erosion and increased flood heights. FPMWG: 2, 5a FWMWG: A(l, 2, 5), B(6), D(2d) RWG: l(aj) Inland transport required across one set of railroad tracks and one gravel road. Private (Finley's Landing) 1/6 3 35,000 yd RM: 595.5-596.5 11.18 595.8R Dredged material beach bordered by lowland hardwoods. ^ HD: Historic Disposal Site Only small amounts to maintain beach as determined by OSIT. Material placed west of stream bed near east end of site. RWG beach request. DSSTF: Potential for severe erosion and increase in flood heights. FWMWG: D(la, Id, 2a, 2d, 3b, 3c) FederalII- DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 11.19 594.5L Unknown Secondary handling impacts must be considered before use. Trucking requirec 11.20 589.4R Developed FPMWG: 4 FWMWG: A(l, 2, 5), B(l, 6, 7), D2a, 2d) MENWG: 2 RWG: l(e, f) Public (County Park) 11.21 589.3R Developed Depends on level of development. Prevent Impacts of return water flows. MENWG: 2 Trucking required U- r 11.22 585. OL Gravel pit MENWG: 2 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 12.1 581.5L Dredged material and lowland hardwoods HD: Historic Disposal Site Beach nourishment as found necessary by OSIT. No expansion. Endangered species consultation required. FWMWG: A(l, 2, 4), B(3), C(l), D(3) i 12.2 581.OR Lowland hardwoods FWMWG: A(l, 2, 5, 6, 7), B(l, 2, 3), C(l), D(la, lb, If, lk, 2a, 2b, 2c, 2d) 12.3 580.9R Disturbed old field (inactive landfill) FWMWG: A(1, 2, 5, 6, 7), B(6), D(lf, 2a, 2b, 2c, 2d) Private 12.4 579.8L Lowland hardwoods HD: Historic Disposal Site 12.5 579.5R Developed Stockpile material Barging required - 15 miles from cut. Private (Molo Sand and Gravel) 12.6 579.2L Old field CRWG: 3 FPMWG: 4 FWMWG: A(l, 2, 5), D(le, If, lg) ei-z DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMEN7 12.7 579.OL Dredged material FPMWG: 4 FWMWG: A(l, 2, 5), D(le, If, lg) MENWG: 2 12.8 578.OR Old field MENWG: 2 RWG: 1(g) 12.9 578.OR Upland hardwoods / FPMWG: 2, 5a FWMWG: A(l, 2), D(lb, le) MENWG: 2 RWG: 1(g) 12.10 578.OR Disturbed old field CRWG: 3 FPMWG: 4 FWMWG: A(l, 2, 5, 7), B(la, lb, lc), D(le, If, lg) MENWG: 2 12.11 577.5R Agricultural field bordered by lowland hardwoods CRWG: archaeological site present FPMWG: 4 FWMWG: A(l, 2), D(le, If, lg) MENWG: 2 RWG: 1(g) 12.12 577.1L Agricultural field CRWG: 2 FPMWG: 4 FWMWG: A(l, 2, 5, 7), D(le, If, lg, lk) MENWG: 2 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION” LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 12.13 576.9R Agricultural field • CRWG: 2 FPMWG: 5a MENWG: 2 RWG: 1(g) 12.14 576.2L Agricultural field FWMWG: A(l, 2, 5, 7), D(la, If, lg, lk) 12.15 576.OL Pasture and gravel pit CRWG: 2 FWMWG: A(l, 2, 5, 7), D(le, If, lg, lk) MENWG: 2 12.16 575.9L Pasture CRWG: 2 FWMWG: A(l, 2, 5, 7), D(le, If, lg, lk) MENWG: 2 12.17 575.5L Agricultural field CRWG: 1 FWMWG: A(l, 2, 5, 7), D(le, If, lg, lk) MENWG: 2 12.18 575.5L Agricultural field CRWG: 2 FWMWG: A(l, 2, 5, 7), D(le, If, lg, lk) MENWG: 2 ST-Z DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 12.19 574.6L Agricultural field CRWG: 2 FPMWG: 2, 5a FWMWG: A(l, 2, 5, 7), D(le, If, lg, lk) MENWG: 2 12.20 573.8R Agricultural field CRWG: 2 FWMWG: A(1, 2), D(lf, lg) MENWG: 2 RWG: 1(g) 12.21 573.8R Developed FPMWG: 3, 5a FWMWG: A(l, 2, 5), D(lc, le, 2a) MENWG: 2 RWG: 1(a) Public (Dubuque County Conservation Commission) 12.22 573.5R Wetlands FPMWG: 4 FWMWG: A(l, 2, 5, 7), B(la, lb, lc), D(le, If, 2a, 2b, 2d) MENWG: 2 12.23 572.5R Lowland hardwoods HD: Historic Disposal Site 12.24 570.4L Old field CRWG: 2 FPMWG: 5a MENWG: 2 91- DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 12.25 568.7R Agricultural field CRWG: 2 MENWG: 2 12.26 568.5R Old field CRWG: 2 MENWG: 2 12.27 568.5R Dredged material beach HD: Historic Disposal Site DSSTF: Potential for severe erosion and increase in flood heights, adverse impacts on fish and wildlife resources. Private 12.28 568.2L Agricultural field CRWG: 2 FPMWG: 5a FWMWG: A(l, 2), B(8a, 8b, 8c, 8e), D(lb, le, If, lg, le) MENWG: 2 12.29 567.8R Lowland hardwoods HD: Historic Disposal Site DSSTF: Potential for severe erosion and increase in flood heights. Adverse Impacts on fish and wildlife resources. Private 12.30 566.5L Agricultural field DSSTF: Adverse impacts on fish and wildlife resources. CRWG: 2 FPMWG: 5a FWMWG: A(2), D(la, le, If, lg) MENWG: 2 PrivateDREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION" LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 12.31 566.5L Lowland hardwoods DSSTF: Potential for severe erosion and increased flood heights. Adverse impacts on fish and wildlife resources. Federal 6.3 (S2.5) 12.32 566.3L Parking lot - 16.5 (S-4) Contain material in parking lot. Prevent material from entering backwaters. DSSTF: Potential for severe erosion. CRWG: 2 FPMWG: 4 FWMWG: A(l, 2) MENWG: 2 Crosses UMRWLFR Private (Galena Boat Club) Gordon's Ferry i/io 25,000 yd RM: 565-566 12.33 566.0L Open water (main channel border) HD: Historic Disposal Site Place water in natural scour hole. Monitor. Turbidity should not be greater than during high water periods. DSSTF: Potential for severe erosion and increased flood heights. Adverse impacts on fish and wildlife resources. Federal 12.34 563.0L Old field CRWG: 3 FPMWG: 5a FWMWG: A(2), B(8a, 8b, 8c, 8e), D(lb, li) MENWG: 2 • 12.35 563.0L Lowland hardwoods and wetlands CRWG: 3 FPMWG: 3, 5a FWMWG: A(2), B(8a, 8b, 8c, 8e), D(lb, li) MENWG: 2 12.36 562.7L Agricultural field CRWG: 1 FPMWG: 4 FWMWG: A(l, 2, 3), D(le, If, lg), D(2a, 2b, 2d) MENWG: 2 8T-; DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 12.37 562.1R Lowland hardwoods MENWG: 2 12.38 561.8L Agricultural field CRWG: 2 FWMWG: A(l, 2, 5), D(lb, le, If, lg) MENWG: 2 12.39 561.5L Old field CRWG: 2 MENWG: 2 12.40 561.5L Old field CRWG: 2 FPMWG: 3, 5a FWMWG: A(l, 2, 5), D(lb, le, If, lg) MENWG: 2 12.41 561.2L Lowland hardwoods FPMWG: 2 FWMWG: A(l, 2, 5, 7), B(6b, 6e), D(lb, If, 2a, 2b, 2c, 2d) MENWG: 2 12.42 560.7L Old field CRWG: 2 FPMWG: 2, 5a FWMWG: A(1, 2), D(le, If, lg, 2a, 2b, 2d) MENWG: 2 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 12.43 560.6L Lowland hardwoods and wetlands FPMWG: 2, 5a FWMWG: A(l, 2), B(7e), D(la, lb, le, If, 2a, 2b, 2d, 3a) MENWG: 2 12.44 560.2R Old field - FPMWG: 4, 5a FWMWG: A(l, 2, 3, 7), B(7a, 7b, 7c, 7e), D(lb, lc, 2a) MENWG: 1 RWG: l(a, b) 12.45 560.OR Agricultural field CRWG: 2 MENWG: 1 12.46 559.9R Lowland hardwoods FWMWG: A(l, 2), D(le, If, lg) MENWG: 1 12.47 559.5R Old field CRWG: 3 FPMWG: 2, 5a FWMWG: A(2), B(8a, 8b, 8c), D(lf, lg, 2b) MENWG: 1 12.48 559.2L Old field CRWG: 3 FWMWG: A(1, 2), B(8c, 8e) , D(lb, li, 2a) MENWG: 2 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 12.49 559.2L Lowland hardwoods CRWG: 3 FPMWG: 5a FWMWG: A(l, 2), B(8a, 8e), D(lb, li, 2a) MENWG: 2 12.50 558.8L Lowland hardwoods CRWG: 3 FWMWG: A(l, 2, 3, 5), D(lb, le, li) MENWG: 2 RWG: 1(g) 12.51 558.4R Inactive sand quarry pits Unload with clamshell DSSTF: Adverse Impacts on fish and wildlife resources. FPMWG: 2 FWMWG: A(2), B(6c, 6d, 6e) MENWG: 1 May have to dredge a slip. Barging - 8 miles - 601 rise. Private (Bellevue i Sand and Gravel) 12.52 557.5L Agricultural field CRWG: 2 FPMWG: 5a MENWG: 2 12.53 557.4R Old field CRWG: 1 FPMWG: 2 FWMWG: A(l), B(l, 6) MENWG: 2 4 557.1L Agricultural field CRWG: 2 FPMWG: 5a MENWG: 2 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 12.55 557.1L Agricultural field CRWG: 2 MENWG: 2 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 13.1 555.2R Agricultural field DRWG: 2 FPMWG: FWMWG: A(2, 8), D(le, If, lg) MENWG: 2 RWG: 1(g) X Private 13.2 554.8L Agricultural field CRWG: 2 DRWG: 2 MENWG: 2 13.3 554.8R Agricultural field DRWG: 2 MENWG: 2 13.4 554.6R Agricultural field DRWG: 2 FPMWG: FWMWG: A(2, 5, 8), D(lf, lg) MENWG: 2 RWG: Housing development Private 13.5 554.6R Sand bar island HD: Historic Disposal Site DSSTF: Potential for severe erosion, adverse impact on fish and wildlife. Increase in flood heights. Federal u 12.5 (S2.5) 13.6 552.9R Developed and lowland hardwoods -111.3 (S-25.3) Nourish beach as necessary. Possible stockpile area. Do not encroach into wetlands, minimize run- J off. OSIT needs to set site parameters. Maintain swales. Keep tefe^ea£?i £equ^s£?et* CRWG: 2 FPMWG: FWMWG: A(2, 4), B(l), D(la, lb, lc, 2a) Federal (COE Public Use Area)2-23 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT Pleasant Creek 1/10 25,000 yd3 RM: 552.5-553 13.7 552.8R Agricultural field CRWG: 2 MENWG: 2 RWG: 2 13.8 552.8R Lowland hardwoods HD: Historic Disposal Site RWG beach request DSSTF: Potential for severe erosion, adverse impact on fish and wildlife, increase in flood heights. Federal (UMRWLFR) 13.9 552.6R Pond DRWG: 2 MENWG: 2 Private 13.10 552.5R Old field CRWG: 2 DRWG: 2 MENWG: 2 Private 13.11 552.1R Agricultural field CRWG: 2 DRWG: 2 FWMWG: A(7, 8), D(lf, lg, 2a) MENWG: 2 13.12 552.1R Agricultural field CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(7, 8), D(lf, lg, 2a) MENWG: 2 2-24 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 13.13 552.1R Old field CRWG: 2 DRWG: 2 FWMWG: A(7, 8), D(lf, lg, 2a) MENWG: 2 RWG: New road 13.14 551.6R Agricultural field DRWG: 2 FWMWG: Access through refuge MENWG: 2 13.15 551.6R Agricultural field CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(2, 5, 8), D(lf, lg, 2a) MENWG: 2 13.16 551.1R Lowland hardwoods CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(l, 2, 3, 4, 5, 8), B(6, 7), D(la, lb, Id, li) MENWG: 2 RWG: l(c, g) 13.17 551.OR Lowland hardwoods CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(l, 2, 3, 4, 5, 8), B(6, 7), D(la, lb, Id, li) MENWG: 2 - RWG: 1 . (c.. n) 13.18 551.01 Dredged material beach HD: Historic Disposal Site Prevent material from entering backwaters. Revegetate. Nourish beach only as necessary. Minimize runoff impacts. FWMWG: A(l), D(lf, 1L) FederalS3“3 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT Sand Prairie 1/5 3 20,000 yd RM: 549.8- 550.8 13.19 550.9R Lowland hardwoods HD: Historic Disposal Site Federal 13.20 550.7R Dredged material HD: Historic Disposal Site Federal 13.21 550.6R Dredged material HD: Historic Disposal Site Federal 13.22 550.3L Agricultural field CRWG: 2 DRWG: 2 MENWG: 2 13.23 549.8B Lowland hardwoods HD: Historic Disposal Site Federal 13.24 549.4B Agricultural field CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(1, 2, 5, 8), D(lf, lg, 2a, 2b) MENWG: 2 2-26 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 13.25 549.OR Agricultural field CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(2, 8), D(lf, lg) MENWG: 2 10 (S2) 13.26 548.9L Mowed grass -20 (S-4) Place above 100 year flood frequency boundary. Inland transport required over 40 foot rise and developed land. Federal (Savanna Proving Grounds) 13.27 548.9R Lowland hardwoods CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(l, 2, 4, 5, 8), D(ld, le, li) . MENWG: 2 RWG: 1(h) 13.28 548.5R Agricultural field CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(l, 2, 3, 4, 8), D(le, If, lg) MENWG: 2 RWG: 1(c) Private and State 13.29 548.2R Agricultural field DRWG: 2 FWMWG: D(ld) MENWG: 2 Crosses UMRWLFR 13.30 548.2R Dredged material beach and lowland hardwoods HD: Historic Disposal Site DSSTF: Increase in flood heights, not best site for levee maintenance use. Federal2-27 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 13.31 548.1R Agricultural field CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(2, 4, 8), D(le, If, lg) MENWG: 2 13.32 548.1R Agricultural field CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(l, 2, 4, 8), D(le, If, lg) MENWG: 2 Private Maquoketa River 1 / c 13.33 547.9R Agricultural field CRWG: 1 DRWG: 2 FPMWG: FWMWG: A(l, 2, 3, 4, 8), D(le, If, lg) MENWG: 2 RWG: 1(c) Public (State of Iowa) and Private q 35,000 ydJ RM: 547.5-548.8 13.34 547.9R Agricultural field CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(l, 2, 4, 8), D(le, If, lg) MENWG: 2 Private 13.35 547.8L Dredged material HD: Historic Disposal Site DSSTF: Potential for severe erosion, adverse impacts on fish and wildlife, increase in flood heights. 13.36 547.8L Agricultural field Protect creek CRWG: 1 DRWG: 2 MENWG: 2 2-28 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION” LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 23.8 (S6) 13.37 547.7R Levee, lowland hardwoods and old borrow pit HD: Historic Disposal Site -161.8 (S-87.6) Investigate placement in borrow pits on inside of levee. Material used for levee maintenance. Consider overdepth dredging to increase percentage of solids. Outside Levee Federal (UMR WLFR) and Inside Levee: State (Green Island Wildlife Mgmt. Area') 13.38 547.4R Lowland hardwoods HD: Historic Disposal Site 13.39 547.3L Dredged material HD: Historic Disposal Site DSSTF: Potential for severe erosion, adverse impact on fish and wildlife, increase in flood heights. 13.40 547.3R Agricultural f ield, small creek, riparian vegetation CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(l, 2, 3, 8), B(la, lb), D(la, le, If, lg) MENWG: 2 RWG: 1(c) 13.41 547.1L Dredged material HD: Historic Disposal Site DSSTF: Potential for severe erosion, adverse impact on fish and wildlife, increase in flood heights. 13.42 547.1R Lowland hardwoods HD: Historic Disposal Site 2-29 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT Maquoketa River Lower 1/10 25,000 yd RM: 546-547.5 13.43 546.8R Lowland hardwoods HD: Historic Disposal Site 13.44 546.5R Agricultural field CRWG: 2 DRWG: 2 FWMWG: A(2) MENWG: 2 13.45 546.5R Agricultural field CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(l, 2, 3, 5, 8), D(lg, If) MENWG: 2 *2 7.5 (S3) 13.46 546.3R Levee and old borrow pits HD: Historic Disposal Site -51 (S-43.8) Stockpile in borrow pits on inside of levee for use in levee maintenance. Crosses UMRWLFR State (Green Island Wildlife Management Area) 13.47 546.2R Agricultural field CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(l, 2, 8), B(8), D(lb, 2a) MENWG: 2 RWG: 1(g) Private 13.48 546.OL Agricultural field CRWG: 2 FWMWG: D(ld) oe-; DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 13.49 545.9R Lowland hardwoods HD: Historic Disposal Site Federal 13.50 545.8R Lowland hardwoods HD: Historic Disposal Site Federal 13.51 545.7R Lowland hardwoods HD: Historic Disposal Site Federal 13.52 545.6R Lowland hardwoods HD: Historic Disposal Site Federal 13.53 544.9R Wetland DSSTF: Extensive review and study required. 13.54 544.5L Agricultural field CRWG: 2 DRWG: 2 IWMWG: A(2, 8), D(le, If) MENWG: 2 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT Island 257 Lower 1/10 30,000 yd RM: 544-545 13.55 544.5L Dredged material beach HD: Historic Disposal Site Prevent material from entering backwaters. Revegetate. FWMWG: A(l, 2, 5), D(3c) Federal (UMRWLFR) 13.56 544.4L Agricultural field CRWG: 1 FWMWG: A(8) 13.57 544.2L Agricultural field 13.58 542.8L Agricultural field CRWG: 2 DRWG: 2 MENWG: 2 Private 13.59 542.8L Old field CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(l, 2, 8), B(l, 6, 7), D(le, If, 2a, 2b, 2c) MENWG: 2 RWG: l(e, f, g) Private 13.60 541.1L Dredged material beach and lowland hardwoods HD: Historic Disposal Site Prevent material from entering backwaters. Revegetate. FWMWG: A(l, 2, 5) Crosses UMRWLFR Federal (UMRWLFR)-32 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT La inesville Lower 1.5/10 35.000 yd RM: 540.5- 541 Savanna Bay Light 2/10 25.000 yd RM: 538.8- 539.8 13.61 540.9R Aquatic (main channel border) HD: Historic Disposal Site 13.62 540.8R Developed Protect creek. DRWG: 2 MENWG: 2 13.63 540.8R Sand quarry Water return through existing drainage system. Retard return flows. DRWG: 2 FWMWG: A(8) MENWG: 2 Requ ir es inland transport across two sets of railroad tracks and one gravel road. Private 13.64 540.5R Aquatic (main channel) Unknown Thalweg disposal only. FWMWG: A(l, 2), D(2d) Federal (UMRWLFR) 13.65 539.9L Agricultural field CRWG: 2 DRWG: 2 FWMWG: A(l, 2, 3, 4, 6), D(le, If, lg, 2a, 2b) MENWG: 2 RWG: 1(g), park buffer State 13.66 539.5L Dredged material bordered by lowland hardwoods HD: Historic Disposal Site Use only if NO alternative with lesser Impact is available. Prevent material from entering backwaters. Nourish only as necessary. Additional cultural reconaissance required if site to be exDanded. FWMWG: A(l), D(2d) Federal (UMRWLFR)2-33 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 13.67 539.0 Aquatic (main channel) Thalweg disposal only. Subject to results of study. Notify downstream water users. FWMWG: A(l, 2), B(3a, 3b, 3c, 3d, 3e), D(2a) Federal by 12.5 (S2.5) 13.68 539.OL Developed - 32.5 (S-4) Remove material before spring high water. 13.69 537.OL Developed Barging required. Unload with clamshell. Stockpile. Unloading at commercial dock. 13.70 536.9L Wetlands CRWG: 3 DRWG: 2 FPMWG: FWMWG: A(l, 2, 5, 6, 7), B(6, 7), D(2a, 2d) MENWG: 2 13.71 536.5R Old field and agricultural field CRWG: 3 DRWG: 2 FWMWG: A(l, 2), D(la, lb, lg, 2a, 2d) MENWG: 2 RWG: l(c, g), shooting range 13.72 535.9R Agricultural field CRWG: 2 DRWG: 2 MENWG: 2 2-34 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 13.73 535.8R Old field DRWG: 2 MENWG: 2 13.74 535.8R Lowland hardwoods DRWG: 2 MENWG: 2 13.75 535.8R Aquatic (backwater lake) DRWG: 2 FWMWG: A(l, 2, 7), B(6), D(la, 2a, 2d, 3a, 3b, 3c) MENWG: 2 RWG: snowmobile site 13.76 535.2R Agricultural field CRWG: 2 DRWG: 2 FWMWG: A(l, 2, 8), D(le, If) MENWG: 2 RWG: potential recreational area 13.77 534.9L Old field and lowland hardwoods DRWG: 2 MENWG: 2 13.78 534.9L Old field DRWG: 2 MENWG: 2 se-; DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 13.79 534L Developed DRWG: 2 MENWG: 2 Q 13.80 534.OL Breeched levee (See TF533.8) Repair this levee after TF533.8 and 2D9. Stockpile at TF3. May necessitate dredging access. Federal (UMRWLFR) by 12.5 13.81 533.8L Breeched levee +110 and unknown gains in habitat value through wildlife management Repair levee. Stockpile necessary material at TF3. May necessitate dredging access. Federal (UMRWLFR) 13.82 533.5L Dredged material HD: Historic Disposal Site DSSTF: Potential for severe erosion, adverse impact on fish and wildlife, increase in flood heights. Federal 13.83 533.2L Dredged material HD: Historic Disposal Site Federal 13.84 533.2L Dredged material HD: Historic Disposal Site DSSTF: Potential for severe erosion, adverse impact on fish and wildlife, increase in flood heights. Federal DISPOSAL ALTERNATIVES POOL 13 PAGE 15 of 21 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 13.85 533.1L Lowland hardwoods DRWG: 2 FPMWG: FWMWG: A(l, 2, 3, 5), D(le, lg, li) MENWG: 3 Sabula Lower 2/10 3 25,000 yd RM: 532.5- 533.5 13.86 533L Dredged material HD: Historic Disposal Site DSSTF: Potential for severe erosion, adverse impact on fish and wildlife, increase in flood heights. 2-36 13.87 532.9L Levee HD: Historic Disposal Site Keep material on outside of levee. FWMWG: A(l) Federal (UMRWLFR) 13.88 532.4L Levee Stockpile for levee repair. Requires crossing of one levee. Federal (UMRWLFR) 13.89 532.1L Agricultural field CRWG: 2 DRWG: 2 FWMWG: A(l, 2), D(lf, lg) MENWG: 2 13.90 531.6R Lowland hardwoods CRWG: 3 DRWG: 2 FPMWG: FWMWG: A(l, 2, 3, 4, 5), B(5), D(la, lb, le, li, 2a, 2c) MENWG: 2 Elk River Waterfowl Refuge 2-37 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT Dark Slough 1/10 20,000 yd RM: 531-532 5 13.91 531.5L Breeched levee + 19.5 Levee repair. Stockpile necessary material at TF3. DRWG: 2 MENWG: 2 May necessitate dredging access. Federal (UMRWLFR) 13.92 531.5R Old field CRWG: 3 DRWG: 2 FPMWG: FWMWG: A(l, 2, 3, 4, 5), B(1, 5), D(la, lb, le, li, 2a, 2c) MENWG: 2 13.93 531.4L Dredged material beach HD: Historic Disposal Site Keep material out of wetlands. Federal (UMRWLFR) 13.94 531.1R Agricultural field CRWG: 2 DRWG: 2 MENWG: 2 Private 13.95 530.3L Old field CRWG: 3 DRWG: 2 MENWG: 2 13.96 530.2L Sand quarry CRWG: 3 DRWG: 2 MENWG: 2 2-38 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION -LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 13.97 529.2L Agricultural field CRWG: 4 DRWG: 2 MENWG: 2 Private 13.98 528.8R Agricultural field and lowland hardwoods CRWG: 2 DRWG: 2 MENWG: 2 13.99 528.8L Old field CRWG: 1 DRWG: 2 FWMWG: A(l, 2), D(lg, If) MENWG: 2 13.100 528. 6L Sand prairie DRWG: 2 FWMWG: A(l, 2, 3, 5, 6), D(lf, lh, lj) MENWG: 2 13.101 528.5R Agricultural field CRWG: 2 DRWG: 1, 2 FWMWG: A(l), B(la), D(lg) 13.102 528.2R Agricultural field CRWG: 2 DRWG: 2 FWMWG: A(8) MENWG: 2 6t- DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 13.103 528.2R Agricultural field CRWG: 2 DRWG: 2 MENWG: 2 13.104 528.2R Pond DRWG: 2 fWMWG: A(l, 5, 8), B(6a, 6b, 6c, 6d, 6e), D(la, Id, le, 2a, 2b, 2c, 2d) MENWG: 2 RWG: l(b, c, g) Elk River Waterfowl Refuge 13.105 527.4R Old field and quarry CRWG: 3 DRWG: 2 FWMWG: A(l, 2), D(le, If, lg) MENWG: 2 13.106 527.2R Sand quarry DRWG: 2 MENWG: 2 13.107 527.2R Agricultural field CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(1, 2), D(le, If, lg) MENWG: 2 13.108 527.OR Agricultural field CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(1, 2, 3, 5), D(lf, lg) MENWG: 2 Otr-Z DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 13.109 526.8R Lowland hardwoods DRWG: 2 MENWG: 2 13.110 526.7R Agricultural field CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(l, 2), D(lf, lg) MENWG: 2 13.111 526.5R Agricultural field CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(l, 2), D(lf, lg) MENWG: 2 13.112 526.4R Agricultural field CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(l, 2, 5), D(lf), D MENWG: 2 13.113 525.9L Agricultural field CRWG: 2 DRWG: 2 FWMWG: A(l, 2, 3, 5), D(lf, lh, lj) MENWG: 2 RWG: 1(g), sand prairie 13.114 525.9L Lowland hardwoods CRWG: 1 DRWG: 2 FPMWG: FWMWG: A(l, 2, 5), D(la, lb, le, li, 2a, 2e) MENWG: 2 RWG: l(e, f) TV-3 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT Pome de Terre 1/10 35,000 yd3 RM: 525.0-525.5 13.115 525.6R Developed and lowland hardwoods CRWG: 2 DRWG: 2 FPMWG: FWMWG: A(l, 2, 5), D(le, If) MENWG: 2 RWG: l(a, e, f) 13.116 525.5L Aquatic (stump field) Recreational boater refuge site. Design to minimize day to day recreation use. OSIT should develop site plan. Construct 11 feet above flat pool. FWMWG: A(l, 2), B(5a-e), D(2a) Federal (UMRWLFR) 13.117 525.5L Aquatic (main channel border) HD: Historic Disposal Site Restrict material to channel side. Spread disposal out. Federal (UMRWLFR) Unknown 13.118 524.5R Aquatic (stump field) Unknown Recreational boater refuge site. Design to minimize day to day recreation use. OSIT should develop site plan. Construct 11 feet above flat pool. 13.119 524.5L 13.120 524.3L Agricultural field CRWG: 2 DRWG: 2 FWMWG: A(1, 2), D(lf, lg, 2a, 2b, 2d) MENWG: 2 2-42 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 13.121 524.OR Old field CRWG: 2 DRWG: 2 MENWG: 2 13.122 523. 9L Old field CRWG: 2 DRWG: 2 FWMWG: A(l, 2, 5, 6, 7), D(le, lh, lj) MENWG: 2 13.123 523.8 Developed DRWG: 2 MENWG: 2 13.124 523.5L Lowland hardwoods DRWG: 2 FWMWG: A(l, 2, 5), D(le) MENWG: 2 13.125 523.4L Agricultural field CRWG: 2 DRWG: 2 FWMWG: A(1, 2, 5), D(lf, lg) MENWG: 2 2-43 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT Joyce Island 1/10 20,000 yd3 RM: 518.5-519.5 14.1 523.01 Lowland hardwoods and wetlands CRWG: 3 MENWG: 2 14.2 519.5R Dredged material beach and lowland hardwoods Prevent material from entering backwaters and revegetate. Federal 14.3 519.21 Dredged material and lowland hardwoods HD: Historic Disposal Site 14.4 518.9R Developed HD: Historic Disposal Site 14.5 518.6L Dredged material beach HD: Historic Disposal Site DSSTF: Potential for severe erosion and increase in flood heights. Adverse impacts on fish and wildlife resources. Private 5 (S2) 14.6 518.5L Sand pit -41 (S-10.6) Need additional cultural data. Private (Redi-Mix)DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT Below Clinton R.R. Bridge 1/20 10.000 yd3 RM: 517- 517.8 Beaver Island 1/10 . 30.000 yd RM; 516- 517 14.7 517.5R Aquatic (backwater slough) CRWG: 3 FPMWG: FWMWG: A(le, 5, 6, 7, 8), B(l, 6), D(la, lb, le, 2a, 2b, 2c, 2d, 3a) MENWG: 2 14.8 517.5R Lowland hardwoods and developed 14.9 517.3L Agricultural field DSSTF: Potential for severe erosion and increase in flood heights. Adverse Impacts on fish and wildlife resources. FPMWG: 2 FWMWG: A(l, 2, 8) CRWG: 2 D(lf, lg) MENWG: 2 Private 2.5 14.10 517.2R Lowland hardwoods HD: Historic Disposal Site -24.3 Additional cultural data required. Search for beneficial use in Clinton. DSSTF: Potential for severe erosion and increase in flood heights. Adverse Impacts on fish and wildlife resources. Private 14.11 516.7R Lowland hardwoods HD: Historic Disposal Site Prevent material from entering backwaters and revegetate. Additional cultural data required. DSSTF: Potential for severe erosion and increase in flood heights. Adverse Impacts on fish and wildlife resources. Private 14.12 516.4L Old field CRWG: 2 FWMWG: A(l, 2, 8), D(lf, lg) MENWG: 2 2-45 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 14.13 516.3L Lowland hardwoods HD: Historic Disposal Site DSSTF: Potential for severe erosion and increase in flood heights. Adverse Impacts on fish and wildlife resources. FWMWG: Federal 14.14 516.1L Old field CRWG: 2 FWMWG: A(l, 2, 8), D(lf, lg) MENWG: 2 42.5 14.15 516.1L Lowland hardwoods -429.8 CRWG: 2 FPMWG: FWMWG: A(l, 2, 3, 8), B(5), D(la, lb, le, If, lg, li, 2a, 2c, 2d, 3a, 3b, 3c) MENWG: 2 RWG: 1(g) 14.16 516.OL Agricultural field DSSTF: Adverse impact on fish and wildlife. CRWG: 2 FPMWG: FWMWG: A(1, 2, 8), D(le, If, lg) MENWG: 2 Inland transport required across developed land, one paved road, and one set of railroad tracks. Private 14.17 515.6L Old field DSSTF: Adverse impact on fish and wildlife. CRWG: 2 FPMWG: FWMWG: A(l, 2, 8), D(le, If, 2a, 2b) MENWG: 2 Private 14.18 515.5L Agricultural field DSSTF: Adverse Impacts on fish and wildlife. CRWG: 2 Private9V-; DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT Beaver Slough 1/4 3 30,000 yd RM: 513.3- 517.5 14.19 515.0L Agricultural field Stockpile FWMWG: A(8), D(lg) Private 14.20 514.8L Lowland hardwoods Stockpile CRWG: 3 FPMWG: FWMWG: A(l, 2, 8), D(la, lb, le, li) MENWG: 2 RWG: 1(g) 14.21 514.8L Agricultural field CRWG: 3 FPMWG: FWMWG: A(l, 8), D(lg) MENWG: 2 Albany i/5 3 30,000 yd RM: 513-514 14.22 514.3L Developed HD: Historic Disposal Site DSSTF: Potential for severe erosion and increase in flood heights. Private 14.23 514.2R Lowland hardwoods HD: Historic Disposal Site 14.24 514.0L Dredged material beach HD: Historic Disposal Site Need additional cultural data. Nourish only as necessary. DSSTF: Potential for severe erosion and increase in flood heights. Adverse impacts on fish and wildlife resources. Public (City of Albany)2-47 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 15 14.25 514.OL Old field -123 Increase height of area. RWG beach request. DSSTF: Potential for severe erosion and increase in flood heights. CRWG: 3 FWMWG: A(l, 2), D(lf, le, 3c), B(3) Public (City of Albany) 14.26 513.9L Developed Increase height of area. RWG beach request. DSSTF: Adverse impacts on fish and wildlife. CRWG: 3 FPMWG: FWMWG: A(1, 2), D(lf, le, 3c) Inland transport across unimproved road. Public (City of Albany) 14.27 513.7R Dredged material beach and old field HD: Historic Disposal Site Prevent material from entering backwaters and revegetate. No further encroachment. DSSTF: Adverse impacts on fish and wildlife and potential for severe erosion. Federal (UMRWLFR) 14.28 513.7L Dredged material beach RWG beach request. DSSTF: Potential for severe erosion. FPMWG: FWMWG: A(l, 2), D(lf, le, 3d) Private 14.29 513.4L Old field CRWG: 3 FPMWG: FWMWG: A(1, 3, 5), B(lf, le) 14.30 513.2R Developed FPMWG: FWMWG: A(l, 2, 8), D(lf, 2a, 2d, 3a) 2-48 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT1 14.31 513.2L Lowland hardwoods CRWG: FPMWG: FWMWG: MENWG: A(l, 3, 5), B, D(lf, le) 2 14.32 513.OR Agricultural field and lowland hardwoods Prevent material from entering backwaters. Additional cultural data required. DSSTF: Potential for severe] erosion and increase in flood heights. Adverse impacts on fish and wildlife resources. CRWG: 2 FPMWG: FWMWG: A(l, 2, 4, 5, 7), B (1, 3), D(la, lb, Id, le, 2c, .2d, 3a) RWG; 1(b- MF.Nwfi; ? Private (Determan’s Blacktop) 14.33 512.9R Lowland hardwoods HD: Historic Disposal Site DSSTF: Adverse impacts on fish and wildlife, potential for severe erosion. Federal 14.34 512.9R Sandpit DSSTF: Adverse impacts on fish and wildlife. Private 14.35 512.7L Lowland hardwoods FPMWG: FWMWG: MENWG: RWG: A(l, 2, 3, 4, 8), B(3, 7), D(la, lb, Id, le, li, 2a, 2b, 2c, 2d, 3c) 2 Kg) 14.35.01 512.6R Developed Stockpile CRWG: 3 FPMWG: FWMWG: A(l, 2, 8), D(lf, lg) MENWG: 26V-Z DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 14.36 512.5 Aquatic (backwater sand pit) Keep material in pit. Private (Determan1s Blacktop) 14.37 512.3L Wetlands FWMWG: A(l, 2, 8), B(l), D(la, lb, le, If, lg, 2a, 2b) MENWG: 2 14.38 511.5R Old field and wetlands FPMWG: FWMWG: A(1, 2), B(3), D(lf, 3a, 3c) MENWG: 2 14.39 511.OR Agricultural field FWMWG: A(8), D(lf, lg) 14.40 510.9R Old field CRWG: 2 FPMWG: FWMWG: A(l, 2, 8), D(le, If) 14.41 510.7R Sand pit and old field FPMWG: FWMWG: A(l, 8), D(la, lb, le, If, lh) 2-50 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 14.42 510.3R Old field . CRWG: 2 FWMWG: A(l, 2, 8), D(la, lb, le, If) MENWG: 2 Private 14.43 510.3L Aquatic (backwater sand pit) Private (Moline Consumers) 14.44 510.1R Old field Stockpile CRWG: 2 FPMWG: FWMWG: A(1, 2, 5, 8), B(l, 6g, 2a, 2b, 2c, 2d), D(la, lb, lc, le, lg) 14.45 510.OR Old field CRWG: 3 FPMWG: FWMWG: A(1, 8), D(la, lb, le, If, lh, lj) 14.46 509.9R HD: Historic Disposal Site 14.47 509.8R HD: Historic Disposal Site DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 14.48 509.7R HD: Historic Disposal Site 2.5 (S1.0) 14.49 509.6L Old field -20.5 (S-8.6) Use only southwest half of site with water piped back to river. DSSTF: Adverse Impacts on fish and wildlife. CRWG: 2 FWMWG: A(7, 8), D(la, le, If, lg) MENWG: 2 Inland transport required across one gravel road and a 20 foot rise. Private 14.50 509.3R Old field CRWG: 2 FPMWG: FWMWG: A(1, 2, 8), D(le, If) MENWG: 2 14.51 509.2R Dredged material beach and lowland hardwoods HD: Historic Disposal Site Prevent material from entering backwaters. Additional cultural data required. Federal (UMRWLFR) Adams Island Upper 1/10 10,000 yd3 RM: 508.5- 14.52 509.OR Dredged material beach and lowland hardwoods HD: Historic Disposal Site Prevent material from entering backwaters. Additional cultural data required. DSSTF: Potential for severe erosion and increase in flood heights. Adverse impacts on fish and wildlife resources. Federal (UMRWLFR) 509 14.53 508.8R Old field Stockpile CRWG: 2 FPMWG: FWMWG: A(l, 2, 8), D(lf) MENWG: 2 2-52 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 14.54 508.8L Agricultural field DSSTF: Adverse Impacts on fish and wildlife. CRWG: 2 FWMWG: A(7, 8), D(lg) MENWG: 2 Private 14.55 508.7R Lowland hardwoods HD: Historic Disposal Site DSSTF: Potential for severe erosion and increase in flood heights. Adverse impacts on fish and wildlife resources. Federal 14.56 508.3L Old field Stockpile CRWG: 2 FWMWG: A(l, 8), D(lf) MENWG: 2 14.57 508.3L Agricultural field DSSTF: Adverse impacts on fish and wildlife, potential for severe erosion. CRWG: 2 FPMWG: FWMWG: A(l, 2, 8, 5), D(le, If) MENWG: 2 Private 14.58 508.3L Lowland hardwoods CRWG: 2 FWMWG: A(2, 4, 6, 8), D(la, lb, Id, le, li) MENWG: 2 RWG: l(c, g) 14.59 508.OR Agricultural field Stockpile CRWG: 2 FWMWG: A(8), D(le, If, lg) 2-53 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION” LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 14.60 507.8L Old field Stockpile FWMWG: A(8), D(le, If, lh, lj) MENWG: 2 14.61 507.8R Gravel pit Private use of material. CRWG: 2 FPMWG: FWMWG: A(l, 8) 14.62 507.8R Lowland hardwoods DSSTF: Adverse Impacts on fish and wildlife, potential for severe erosion. CRWG: 2 FPMWG: MENWG: 2 FWMWG: A(1, 2, 3, 4, 5, 8) B(1, 5), D(la, lb, Id, le, 3c) Federal 14.63 507.8L Old field Stockpile CRWG: 2 FWMWG: A(2, 8), D(le, If, lh, lj) MENWG: 2 14.64 507.5L Agricultural field Stockpile CRWG: 2 FWMWG: A(2, 3, 4, 8), D(lf, lg) MENWG: 2 14.65 507.4L Lowland hardwoods and old field Stockpile CRWG: 2 FWMWG: D(a, e, f, g, h, j) MENWG: 2 2-54 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 14.66 507.2L Old field and lowland hardwoods DSSTF: Adverse impacts on fish and wildlife. CRWG: 2 FWMWG: D(la, le, If) MENWG: 2 RWG: 1(g) Private 14.67 506.8R Lowland hardwoods and wetlands CRWG: 3 FPMWG: FWMWG: A(1, 8), D(le, If) MENWG: 2 14.68 506.2R Agricultural field FWMWG: A(1, 2, 3), D(le, If, lg, lc) RWG: 1(c) 14.69 506.1L Dredged material and lowland hardwoods HD: Historic Disposal Site 14.70 506.1R Agricultural field Stockpile FWMWG: A(l, 2, 3), D(le, If, lg) 14.71 506.OR Levee Complete necessary environmental analysis if levee to be raised. Federal and State2-55 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT Island 299 1/20 15,000 yd RM: 505.6-506 14.72 505.7R Developed and old field DSSTF: Adverse Impacts on fish and wildlife, potential for severe erosion. CRWG: 3 FPMWG: FWMWG: A(1, 2, 3, 5, 9), D(lf) MENWG: 2 RWG; Mh) Federal 14.73 505.6L Lowland hardwoods Prevent material from entering backwaters. Additional cultural data required. DSSTF: Potential for severe erosion and increase in flood heights. Adverse impacts on fish and wildlife resources. Federal (UMRWLFR) 1.9 (SI.5) 14.74 505.6L Old field (Disturbed sand prairie) - 15.2 (S-12.9) Protect eagle roost. Use disturbed portion of site only. DSSTF: Adverse impacts on fish and wildlife. CRWG: 2 MENWG: 2 Inland transport required across 30 foot rise, developed area and one paved road. Private 14.75 505.4L Old field CRWG: 2 FWMWG: D(le, If, lg) MENWG: 2 14.76 504.2L Agricultural field CRWG: 2 MENWG: 2 14.77 504.OR Dredged material beach HD: Historic Disposal Site DSSTF: Potential for severe erosion and increase in flood heights. Adverse impacts on fish and wildlife resources. Federal2-56 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (for-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 14.78 504. 0L Old field DSSTF: Adverse Impacts on fish and wildlife, potential for severe erosion. CRWG: 2 MENWG: 2 Private 14.79 503.9R Developed and lowland hardwoods MENWG: 2 RWG: 1(g) 14.80 503.8R Dredged material beach HD: Historic Disposal Site Confine material to existing site. Prevent material from entering backwaters as happened in past disposals. Federal (UMRWLFR) Steamboat Slough 1/8 3 35,000 yd RM: 503.2- 504 14.81 503.6R Dredged material beach HD: Historic Disposal Site Confine material to existing site. Prevent material from entering backwaters as happend in past disposals. DSSTF: Potential for severe erosion and increase in flood heights. Adverse Impacts on fish and wildlife resources. Federal (UMRWLFR) 14.82 503.1R Developed (Quarry) MENWG: 2 Private 14.83 503.OR Developed CRWG: 2 FPMWG: FWMWG: A(1, 2, 8) MENWG: 2 2-57 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 14.84 503.OR Lowland hardwoods DSSTF: Adverse impacts on fish and wildlife. FPMWG: FWMWG: A(l, 2, 3), B(3, 7), D(2a, 2c, la, li) MENWG: 2 RWG: 1(g) Private and Federal 14.85 502.9L Old field Stockpile MENWG: 2 14.86 502.8R Agricultural field CRWG: 2 FWMWG: A(1, 7), D(lg) MENWG: 2 14.87 502.5R Agricultural field Stockpile 14.88 502.5L Lowland hardwoods Stockpile 10.9 (S3.5) 14.89 501.7L Developed (gravel pit) - 28.3 (S-5.6) Protect creek and wooded area at east side of quarry. MENWG: 2 Private (Cordova Quarries)2-58 DREDGE CUT PRIMARY SITE & SIZE (A) DISPOSAL SITE RIVER MILE HABITAT DESCRIPTION-LAND USE IMPACTS IN HABITAT UNITS (+or-) CONDITIONS FOR USE OBJECTIONS SPECIAL ACCESS REQUIREMENTS OWNERSHIP- MANAGEMENT 14.90 501.3L Old field Stockpile CRWG: 2 FWMWG: A(l, 2), D(la, le, If, lg, li) MENWG: 2 14.91 500.5L Agricultural field Stockpile 14.92 499.1L Old field DSSTF: Potential for severe erosion and increase in flood heights. Adverse Impacts on fish and wildlife resources. CRWG: 2 FWMWG: D(le, If, lj), A(l,2) MENWG: 2 Federal 17 •*>' _ ILEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17.3* PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY 18.25 HD ALTERNATIVE DISPOSAL SITE UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) 587 RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE * * ♦ * NAVIGATION CHANNEL MARKERS CORDOVA RAPIDS CITY 4 LE CLAIRE i UPPER, MISSISSIPPI RIVER flUEl/DIU 340,000 cu.yd. STEflfBOAT SIDUGH 5CB.2-5M.0 218,750 cu.y.d ISLAM) 299 37,500 cu.y.dLEGEND UPPER MISSISSIPPI RIVER ENVIRONMENTAL ATLAS (POOL 15 — MODULE 1) DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17 PRIMARY DISPOSAL SITE I / . BEACH NOURISHMENT ONLY 18.25 ALTERNATIVE DISPOSAL SITE HR UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) + ^l7e RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE * * ♦ * NAVIGATION CHANNEL MARKERS Bisstrii Ki f > s — e — UPPER MISSISSIPPI RIVERLEGEND GREAT RIVER ENVIRONMENTAL ACTION TEAM UPPER MISSISSIPPI RIVER (GREAT II) (POOL 17 — LOCK AND DAM 16 TO MILE 450) UPPER MISSISSIPPI RIVER ENVIRONMENTAL ATLAS (POOL 17 —MODULE 1) DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17.3* 18.25 HD i MILE T 587 uniiiiiiiiiimniiil PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY ALTERNATIVE DISPOSAL SITE UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE NAVIGATION CHANNEL MARKERSLEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17.3* 18.25 HD PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY ALTERNATIVE DISPOSAL SITE _|_MILE 587 UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE NAVIGATION CHANNEL MARKERS “BF6 DREDGE CUT NAME RIVER MILE LOCATION « BASS ISUVG W.5-W.5 375,J00 cu.yd. 0 1/4 1/2 MILEStZZBHC UPPER MISSISSIPPI RIVERLEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE PRIMARY disposal site I / BEACH NOURISHMENT ONLY 18.25 ALTERNATIVE DISPOSAL SITE HR UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) I«1111III11 III 1111 11III LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE ★ * * * NAVIGATION CHANNEL MARKERS UPPER MISSISSIPPI RIVERLEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17.3* 18.25 HD PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY ALTERNATIVE DISPOSAL SITE MILE 587 II III1IIIIH11111IIIIII UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE DREDGE CUT NAME ■sajsf #5 oms RIVER 431.0-432.0 165,000 cu.yd. <6 to BOSTON UPPER 433.0-434.0 250,000 cu.yd. V ■\ *1* I*1 50“ 4<*07' 50"LEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17.3* 18.25 HD MILE • 587 1111 mini n 1111111 n i PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY ALTERNATIVE DISPOSAL SITE UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINELEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17.3* PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY 18.25 ALTERNATIVE DISPOSAL SITE HD i MILE I 587 li 11 iniiiiiiim111lii UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINELEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17.3* 18.25 HD _|_MILE 587 PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY ALTERNATIVE DISPOSAL SITE UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE NAVIGATION CHANNEL MARKERS DREDGE CUT NAME mm ’MSFS&g #1 l/D IDS UPPER APPROACH ‘01.0-1U2.0 156,250 cu.yd. 0 1/4 1/2 MILES [ UPPER MISSISSIPPI RIVERLEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17.3* 18.25 HD 587 iiiiiiiiiiiniiiiiiiiii PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY ALTERNATIVE DISPOSAL SITE UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE NAVIGATION CHANNEL MARKERSg^14.52 gfll7.3* 18.25 HD LEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION PRIMARY DISPOSAL SITE PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY ALTERNATIVE DISPOSAL SITE UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE NAVIGATION CHANNEL MARKERS W40' LOMAX DREDGE CUT NAME ©f'S LAtCING CRAIGEL ISUW) BURLINGTON BUFF 398.2-399.2 399.2-399.6 399.WC0.6 100.000 CU.YD. 125.000 cu.yd. 125.000 cu.yd. upper: MISSISSIPPI RIVER 19LEGEND 5 DREDGE CUT NUMBER — DREDGE CUT LOCATION PRIMARY DISPOSAL SITE PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY ALTERNATIVE DISPOSAL SITE UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE NAVIGATION CHANNEL MARKERS ^14.52 ^17.3* 18.25 HD 394.2-394.8 200,000 cu.yd. UPPER MISSISSIPPI RIVER 19LEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17.3* 18.25 HD MILE 587 n 1111 m 11 in i n 111 n i PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY ALTERNATIVE DISPOSAL SITE UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE DREDGE CUT NAME Mf MILES t 0 VA 1/2 UPPER MISSISSIPPI RIVERLEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17 PRIMARY disposal site I / .0'TS' REACH NOURISHMENT ONLY 18.25 HD MILE 587 ★ * ♦ * ALTERNATIVE DISPOSAL SITE UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE NAVIGATION CHANNEL MARKERSLEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17.3* PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY 18.25 ALTERNATIVE DISPOSAL SITE HR UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) + ^l7e RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE * * ♦ * NAVIGATION CHANNEL MARKERS liPW; UPPER! MISSISSIPPI RIVER 20LEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17.3* 18.25 HD PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY ALTERNATIVE DISPOSAL SITE 587 UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE NAVIGATION CHANNEL MARKERS 40*17" SO DR|0pE DREDGE CUT NAME RIVER MILE LOCATION GfEGOOT LOWER 53.0-352.0 575,000 cu.yd. #5 R3X ISLAM) 554.0-556.0 907,500 cu.yd. 0 1/4 1/2 1 2 (NORTH) ...... “ UPPER* MISSISSIPPI* 20 pivppVLEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17 O* PRIMARY DISPOSAL SITE I I . BEACH NOURISHMENT ONLY 18.25 HD _|_MILE 587 uiiimimnnimm ALTERNATIVE DISPOSAL SITE UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE wtfipr _ DREDGE CUT DREDGE CUT NAME #1 L/D #20 UPPER APPROACH 343.3-344.0 ISO/OOU CU.YD, 12 tCYER LIGHT 344.8-345.3 50,000 cu.yd. K BUZZARD ISUW 348.8-349.6 600,000 cu.yd. MILES[ 0 1/4 1/2 UPPER! MISSISSIPPI* 20 RIVER;LEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17.3* 18.25 HD PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY ALTERNATIVE DISPOSAL SITE _|_MILE 587 UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE ti so" "Sf* DREDGE COT NAME t>5 LACRAftt UPPER 557.0-338.0 125,000 cu.yd. KJ HOHAHB 338.8-339.8 312,500 cu.yd. IS l/D <80 lfl£R APPROACH 342.0-3M3.0 25,000 cu.yd. MILESf 0 1/4 1/2 UPPER MISSISSIPPI RIVERLEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17.3* 18.25 HD 587 miiiiiiiniiiiiiiiiii PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY ALTERNATIVE DISPOSAL SITE UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINELEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17.3* 18.25 HD PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY ALTERNATIVE DISPOSAL SITE MILE 587 UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE NAVIGATION CHANNEL MARKERS •I* f *' SO" "SF DREDGE CUT NAME w 'mg’&sjii1 #1 QUINCY BRIDGE 327.1-327.6 150,000 cu.yd. K1 LOETBEE LIGHT 330.5-331.5 156,250 cu.yd. MILES[ 0 VA 1/2 UPPER! , MISSISSIPPI* 21 RIVER;LEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17 O* PRIMARY DISPOSAL SITE I I .O'T* BEACH NOURISHMENT ONLY 18.25 ALTERNATIVE DISPOSAL SITE HD UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) i MILE I 587 RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE * * ♦ * NAVIGATION CHANNEL MARKERS 30' ,\ LOCK AND DAM 21 QUINCY »*♦ 30 R" rr 22.11 UPPER, MISSISSIPPI RIVER 375,000 cu.yd. N.E. MISSOURI POWER 156,250 cu.yd. L/D #21 UMR APPROACH MILESlLEGEND 5 DREDGE CUT NUMBER —i— DREDGE CUT LOCATION ^14.52 PRIMARY DISPOSAL SITE PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY ALTERNATIVE DISPOSAL SITE UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE NAVIGATION CHANNEL MARKERS g^17.3* 18.25 HD «• IT' 50“ UPPER] MISSISSIPPI RIVER 22 BEEBE ISLAND 315.8-316.8 255,000 cu.yd.LEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17.3* PRIMARY DISPOSAL SITE BEACH NOURISHMENT ONLY 18.25 ALTERNATIVE DISPOSAL SITE HD UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) MILE 587 RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE NAVIGATION CHANNEL MARKERS « TURTLE ISLAfC m HHITOY LIGHT 311.2-312.2 312.&-3W.3 250.000 cu.yd. 210.000 cu.yd. UPPER! MISSISSIPPI RIVER 22LEGEND DREDGE CUT NUMBER DREDGE CUT LOCATION 14.52 PRIMARY DISPOSAL SITE 17 0)1/ PRIMARY DISPOSAL SITE I » BEACH NOURISHMENT ONLY 18.25 HD 587 mi i»iiiii in i ii 111 ii i ALTERNATIVE DISPOSAL SITE UNNUMBERED HISTORIC DISPOSAL SITE (USED AS A DISPOSAL SITE ONE OR MORE TIMES SINCE 1938, BUT NOT CONSIDERED AS A DISPOSAL ALTERNATIVE BY THE GREAT II TEAM) RIVER MILE LOCATION 100 YEAR INTERMEDIATE REGIONAL FLOOD BOUNDARY (AS DETERMINED FROM FLOOD PRONE AREAS MAP DEVELOPED BY GREAT II) LOCATION OF RIVER-BANK PROTECTION AREA LOCATION OF WING DAM MID-CHANNEL SAILING LINE NAVIGATION CHANNEL MARKERSSAMPLE PRE-DISPOSAL EVALUATION FORMGREAT RIVER ENVIRONMENTAL ACTION TEAM PREDREDGED MATERIAL DISPOSAL PLACEMENT AND SITE EVALUATION FORM NOTE: This pre-evaluation form should be completed by the Corps of Engineers in cooperation with the On-Site Inspection Team (OSIT) at the on-site meeting(s) for each dredging project. Upon completion, it will be sent to the Chairman of the OSIT and filed with the Rock Island District Operations Division. A copy will be sent to the On-Going River Resource Management Team (ORRMT). A. Dredging Site Information: Name of Site Pool and River Mile B. Notification-Site Specific: (Detailed dredging notice) Date _ C. Corps of Engineers Proposals: Projected Dredging Depth _Width _ Volume D. Dredging Methods and Equipment Available _ II. On-Site Inspection: A. Meeting Date _, Date Scheduled _ B. On-Site Team Members for this Site: Agencies Voting Member on Site State of Illinois _ State of Iowa _ State of Missouri _ State of Wisconsin _ U.S. Army Corps of Engineers __ U.S. Fish and Wildlife Service _ U.S. Environmental Protection Agency _ U.S. Department of Transportation _ U.S. Soil Conservation Service _III. Disposal Sites Considered: A. Primary Site (if not available explain why not and go to B) : 1. Site Name _ 2. River Mile (Bank) _ 3. Owner _ 4. Acquisition Requirements _ 5. Acreage Required for Disposal _ 6. Beneficial Use Available: a. Users _ b. Have users been contacted? Yes _ No _ c. Volume that can be put to beneficial use _ d. Special requirements _ e. Economic evaluation _ 7. Habitat Impacts: a. Types affected and approximate acreage _ b. Special or unique resources present c. Probable impacts on terrestrial resources d. Probable impacts on aquatic resources e. Habitat units lost or gained f. Mitigation requirements _ 8. Recreation Evaluation: a. Present use _ b. Potential use _d. Impacts of disposal (beneficial and adverse) 9. Proposed Dredging Method: a. Dredge to be used b. Booster pump c. Double pumping d. Barging e. Other f. Cost estimate 10. Primary Site Plan Developed and Acceptable (if yes go to Section IV - if not explain in detail and proceed with 11) : 11. Preparation Requirements (include topography, floodway location and sketch including dimensions, scale registered photographs, etc.): ___ 12. Post-Disposal Requirements: a. Beneficial use _ b. Mitigation (include detailed site plan and estimate of HU gain) : _______ c. Erosion control d. Cost estimate1 B. Alternate #1 ™ 1. S it e Name H| 2. V River Mile (Bank) 3. Owner H 4. Acquisition Requirements 5. Acreage Required for Disposal ™ 6. Beneficial Use Available: H a. wm Users b. Have users been contacted? Yes No c. Volume that can be put to beneficial use d. Special requirements ■■ e. Economic evaluation M 7 . IB Habitat Impacts: a. Types affected and approximate acreage ||| b. Special or unique resources present ^ m c. m Probable impacts on terrestrial resources ............. | d. Probable Impacts on aquatic resources e. Habitat units lost or gained m f. Mitigation requirements 8. Recreation Evaluation: a. Present use Hi b. Potential use H 1 1 Jd. Impacts of disposal (beneficial and adverse) 9. Proposed Dredging Method: a. Dredge to be used _ b. Booster pump _ c. Double pumping _ d. Barging _ e. Other __ f. Cost estimate _ 10. Preparation Requirements (include topography, floodway location and sketch including dimensions, scale registered photographs, etc.): _ 11. Post-Disposal Requirements: a. Beneficial use _ b. Mitigation (include detailed site plan and estimate of HU gain) : _ c. Erosion control d. Cost estimateC. Alternate #2 1. Site Name ________ 2. River Mile (Bank) _ 3. Owner _ 4. Acquisition Requirements _ 5. Acreage Required for Disposal _ 6. Beneficial Use Available: a. Users _ b. Have users been contacted? Yes _ No c. Volume that can be put to beneficial use _ d. Special requirements _ e. Economic evaluation _ 7. Habitat Impacts: a. Types affected and approximate acreage _ b. Special or unique resources present c. Probable impacts on terrestrial resources d. Probable impacts on aquatic resources e. Habitat units lost or gained f. Mitigation requirements _ 8. Recreation Evaluation: a. Present use _ b. Potential use _d. Impacts of disposal (beneficial and adverse) 9. Proposed Dredging Method: a. Dredge to be used _ b. Booster pump _ c. Double pumping _ d. Barging _ e. Other _ f. Cost estimate_ 10. Preparation Requirements (include topography, floodway location and sketch including dimensions, scale registered photographs, etc.): _ 11. Post-Disposal Requirements: a. Beneficial use _ b. Mitigation (include detailed site plan and estimate of HU gain) : _ c. Erosion control d. Cost estimateIV. Alternative to be Implemented: V. Conflicts: VI. Viewpoints Other than OSIT:EXHIBIT 5 POST DISPOSAL EVALUATION FORMSGREAT RIVER ENVIRONMENTAL ACTION TEAM POST DREDGED MATERIAL DISPOSAL PLACEMENT AND SITE EVALUATION FORM NOTE: This post-evaluation form should be completed by the On-Site Inspection Team (OSIT). The completed form should be submitted to the ORRMT no later than 60 days after the dredging season has been completed. The following format should be used for each disposal site. I. Dredging Inspection and Post Dredging Evaluation (to be completed for each disposal site: Location of Dredged Material: (River mile, right or left descending bank, county, state) A. Corps Attempted to Minimize Dredge Material Volume: Yes_ No_ Final Volume _ If Yes, by what means? B. Dredge Material Was Put to Beneficial Use: Yes _No _ If Yes, how? C. Corps Attempted to Follow GREAT Recommendations By: D. Actual Dredging Costs: E. Water Quality Evaluation: F. Mitigation Evaluation:II. Evaluation of Compliance with Recommendations of On-Site Inspection Team: III. Post Disposal Photos Attached (aerial and on-site): Photos are to be registered: IV. Future Recommendations: