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REPLY TO ATTENTION OF CENWD-PDD DEPARTMENT OF THE ARMY CORPS OF ENGINEERS, NORTHWESTERN DIVISION PO BOX 2870 PORTLAND OR 97208-2870 1 7 DEC 2014 MEMORANDUM FOR Commander, Seattle District (CENWS-PM-PLNalerie Ringold) SUBJECT: Review Plan (RP) Approval for the Seattle Harbor, Washington, Navigation Improvement Project Integrated Feasibility Report I Environmental Impact Statement 1. References: a. EC 1165-2-209, Civil Works Review Policy, 31 January 2012. b. Memorandum, CESAM-PD-D, 8 October 2014, subject as above (Encl 1). 2. The RP for the Seattle Harbor, Washington, Navigation Improvement Project Integrated Feasibility Report I Environmental Impact Statement (Encl 2) was prepared in accordance with the reference guidance. 3. The RP has been revised to address NWD review comments. All comments have been back-checked and closed out. Per the memorandum under reference 1.b, the Deep Draft Navigation Planning Center of Expertise has reviewed and approved the RP. 4. I hereby approve this RP, which is subject to change as study circumstances require, consistent with study development under the Project Management Business Process. Subsequent revisions to this RP or its execution will require review by CENWD-PDD and approval by this office. 5. The RP should be posted to the internet and available for public comment. 6. Please contact Mr. Matthew Rea at 503-808-3984, if you have further questions regarding this matter. 2 Encls Printed on Ci) Recycled Paper REPLY TO ATTEN110N OF CESAM-PD-D (1105-2-40a) DEPARTMENT OF THE ARMY US ARMY CORPS OF ENGINEERS SOUTH ATLANTIC DIVISION 60 FORSYTH STREET SW, ROOM 10M15 ATLANTA, GA 30303-8801 8 October 2014 MEMORANDUM FOR MS. VALERIE RINGOLD (CENWS-PM-PL) U.S. ARMY CORPS OF ENQINEERS, SEATTLE DISTRICT, POST OFFICE BOX 3755, SEATTLE, WASHINGTON 98124'-3755 SUBJECT: Review Plan Approval, Seattle Harbor, Washington, Navigation Improvement Project, Feasibility Report and Environmental Impact Statement 1. The Deep Draft Navigation Planning Ce

DEPARTMENT OF THE ARMY US ARMY CORPS OF ENGINEERS SOUTH ATLANTIC DIVISION 60 FORSYTH STREET SW, ROOM 10M15 ATLANTA, GA 30303-8801 REPLY TO ATTENTION OF 2 8 OCT 2013 CESAD-RBT MEMORANDUM FOR COMMANDER JACKSONVILLE DISTRICT (CESAJ-EN-QC/ ) SUBJECT: Approval of the Review Plan for Lido Key, Hurricane and Strom Damage Reduction Beach Nourishment Project, Sarasota County, Florida 1. References: a. Memorandum, CESAJ-EN-QC, 13 September 2013, subject: Approval of Review Plan for Beach Renourishment, Hurricane and Storm Damage Reduction (HSDR) for Lido Key, Sarasota County, Florida (Enclosure). b. EC 1165-2-214, Civil Works Review, 15 December 2012. 2. The Review Plan for the Implementation Documents for the nourishment of the Lido Key Hurricane and Storm Damage Reduction submitted by reference 1.a. has been reviewed by this office. As a result of this review, minor changes were coordinated with your staff. The enclosed Review Plan with the coordinated changes incorporated is hereby approved in accordance with reference 1.b above. 3. We concur with the conclusion of the District Chief of Engineering that Type II Independent External Peer Review (Type II IEPR) is not required for this beach nourishment effort. The primary basis for the concurrence that a Type II IEPR is not required is the determination that the failure or loss of this beach nourishment project would not pose a significant threat to human life. 4. The District should take steps to post the Review Plan to its web site and provide a link to CESAD-RBT. Before posting to the web site, the names of Corps/Army employees should be removed. Subsequent significant changes to this Review Plan, should they become necessary, will require new written approval from this office. 5. The SAD point of contact is Encl DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS P.O. BOX 4970 JACKSONVILLE, FLORIDA 32232-0019 REF1.YTO ATTEllTJON OF CESAJ-EN-QC 13 September 2013 MEMORANDUM FOR Commander, South Atlantic Divisio

DEPARTMENT OF THE ARMY US ARMY CORPS OF ENGINEERS SOUTH ATLANTIC DIVISION 60 FORSYTH STREET SW, ROOM 10M15 ATLANTA, GA 30303-8801 REPLY TO ATTENTION OF 2 8 OCT 2013 CESAD-RBT MEMORANDUM FOR COMMANDER JACKSONVILLE DISTRICT (CESAJ-EN-QC/ ) SUBJECT: Approval of the Review Plan for Lido Key, Hurricane and Strom Damage Reduction Beach Nourishment Project, Sarasota County, Florida 1. References: a. Memorandum, CESAJ-EN-QC, 13 September 2013, subject: Approval of Review Plan for Beach Renourishment, Hurricane and Storm Damage Reduction (HSDR) for Lido Key, Sarasota County, Florida (Enclosure). b. EC 1165-2-214, Civil Works Review, 15 December 2012. 2. The Review Plan for the Implementation Documents for the nourishment of the Lido Key Hurricane and Storm Damage Reduction submitted by reference 1.a. has been reviewed by this office. As a result of this review, minor changes were coordinated with your staff. The enclosed Review Plan with the coordinated changes incorporated is hereby approved in accordance with reference 1.b above. 3. We concur with the conclusion of the District Chief of Engineering that Type II Independent External Peer Review (Type II IEPR) is not required for this beach nourishment effort. The primary basis for the concurrence that a Type II IEPR is not required is the determination that the failure or loss of this beach nourishment project would not pose a significant threat to human life. 4. The District should take steps to post the Review Plan to its web site and provide a link to CESAD-RBT. Before posting to the web site, the names of Corps/Army employees should be removed. Subsequent significant changes to this Review Plan, should they become necessary, will require new written approval from this office. 5. The SAD point of contact is Encl DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS P.O. BOX 4970 JACKSONVILLE, FLORIDA 32232-0019 REF1.YTO ATTEllTJON OF CESAJ-EN-QC 13 September 2013 MEMORANDUM FOR Commander, South Atlantic Divisio

DEPARTMENT OF THE ARMY US ARMY CORPS OF ENGINEERS, NORTH ATLANTIC DIVISION FORT HAMILTON MILITARY COMMUNITY 302 GENERAL LEE AVENUE BROOKLYN, NY 11252-6700 CENAD-RBT MEMORANDUM FOR Commander, New York District, (CENAN-EN I Mr. Connolly), 26 Federal Plaza, New York, NY 10278-0090 SUBJECT: Review Plan Approval for Fire Island to Montauk Point (FIMP), Fire Island Stabilization, William Floyd Parkway to Moriches Inlet Reach 1. References: a. E-Mail, CENAN-EN (A. Zuzulock), 22 October 2013, subject FIMP Review Plan (William Floyd Parkway to Moriches Inlet Reach) b. EC 1165-2-214, Water Resources Policies and Authorities -Civil Works Review, 15 December 2012 2. The enclosed Review Plan for FIMP William Floyd Parkway to Moriches Inlet Reach was prepared in accordance with Reference 1.b. The Review Plan only addresses the plans and specification for the beach berm and dune component of the William Floyd Parkway to Moriches Inlet Reach portion of the FIMP project. 3. NAD Business Technical Division is the Review Management Organization (RMO) for the Agency Technical Review (ATR). The Review Plan does not include Type II Independent External Peer Review (IEPR) (Safety Assurance Review) because the project does not include design or construction activities that involve potential hazards which pose a significant threat to human life. 4. The Review Plan for the William Floyd Parkway to Moriches Inlet Reach portion of the FIMP project is approved. The Review Plan is subject to change as circumstances require, consistent with study development under the Project Management Business Process. Subsequent revisions to this Review Plan or its execution require new written approval from this office. Other portions of the FIMP project will require separate Review Plans. 5. In accordance with Reference 1.c, Appendix B, Paragraph 6, post this approved Review Plan on your district website for public review and comment. NAD will post on the Division website. CENAD-RBT SUBJECT: Review Plan Appr

DEPARTMENT OF THE ARMY US ARMY CORPS OF ENGINEERS, NORTH ATLANTIC DIVISION FORT HAMILTON MILITARY COMMUNITY 302 GENERAL LEE AVENUE BROOKLYN, NY 11252-6700 CENAD-RBT SEP 9 2013 MEMORANDUM FOR Commander, New York District, (CENAN-EN I Mr. Connolly), 26 Federal Plaza, Room 2039A, New York, NY 10278-0090 ) SUBJECT: Review Plan Approval for Green Brook Basin Flood Risk Management (FRM) Project, Segments U, R2, T, and B-Revised Plan 1. References: a. Memorandum, CENAN-EN-MC, 06 August 2013, Subject: Review Plan for Green Brook Basin, New Jersey, Flood Risk Management Project, Segments U, R2, T, and B b. Memorandum, CENAD-RBT, 12 February 2013, Subject: Review Plan Approval for Green Brook Basin Flood Risk Management (FRM) Project, Segments U, T and B c. EC 1165-2-214, Water Resources Policies and Authorities--' Civil Works Review, 15 December 2012 2. The enclosed revised Review Plan for Green Brook Basin Flood Risk Management (FRM) Project, Segments U, R2, T, and B was prepared in accordance with Reference 1.c. 3. NAD Business Technical Division is the Review Management Organization (RMO) for the Agency Technical Review (ATR). The Review Plan does not include Type II Independent External Peer Review (IEPR) for Segments U and T since the modification to existing structures is not considered major. The Review Plan includes Type II IEPR for Segment B since it was determined there is significant threat to human life. The USAGE Risk Management Center is the RMO for the Type II IEPR. 4. Since its initial approval (Ref. 1.b), the Review Plan was revised to include Segment R2 (review implementation documents); update descriptions for Segments U and T; delete review requirement for Engineering Documentation Report (EDR); delete ATR requirement for cost estimate; and to make minor changes to references, schedule, and rosters (Ref. 1.a) 5. The revised Review Plan for the Green Brook Basin Flood Risk Management (FRM) Project, Segments U, R2, T, and B is approved. The Review Plan is s

DEPARTMENT OF THE ARMY US ARMY CORPS OF ENGINEERS SOUTH ATLANTIC DIVISION 60 FORSYTH STREET SW, ROOM 10M15 ATLANTA, GA 30303-8801 REPLY TO ATTENTION OF 2 8 OCT 2013 CESAD-RBT MEMORANDUM FOR COMMANDER JACKSONVILLE DISTRICT (CESAJ-EN-QC/ ) SUBJECT: Approval of the Review Plan for Lido Key, Hurricane and Strom Damage Reduction Beach Nourishment Project, Sarasota County, Florida 1. References: a. Memorandum, CESAJ-EN-QC, 13 September 2013, subject: Approval of Review Plan for Beach Renourishment, Hurricane and Storm Damage Reduction (HSDR) for Lido Key, Sarasota County, Florida (Enclosure). b. EC 1165-2-214, Civil Works Review, 15 December 2012. 2. The Review Plan for the Implementation Documents for the nourishment of the Lido Key Hurricane and Storm Damage Reduction submitted by reference 1.a. has been reviewed by this office. As a result of this review, minor changes were coordinated with your staff. The enclosed Review Plan with the coordinated changes incorporated is hereby approved in accordance with reference 1.b above. 3. We concur with the conclusion of the District Chief of Engineering that Type II Independent External Peer Review (Type II IEPR) is not required for this beach nourishment effort. The primary basis for the concurrence that a Type II IEPR is not required is the determination that the failure or loss of this beach nourishment project would not pose a significant threat to human life. 4. The District should take steps to post the Review Plan to its web site and provide a link to CESAD-RBT. Before posting to the web site, the names of Corps/Army employees should be removed. Subsequent significant changes to this Review Plan, should they become necessary, will require new written approval from this office. 5. The SAD point of contact is Encl DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS P.O. BOX 4970 JACKSONVILLE, FLORIDA 32232-0019 REF1.YTO ATTEllTJON OF CESAJ-EN-QC 13 September 2013 MEMORANDUM FOR Commander, South Atlantic Divisio

TECHNICAL REPORT HL-85-1 GENERAL SPILLWAY INVESTIGATION Hydraulic Model Investigation by Stephen T. Maynord Hydraulics Laboratory DEPARTMENT OF THE ARMY Waterways Experiment Station, Corps of Engineers PO Box 631 Vicksburg, Mississippi 39180-0631 March 1985 Final Report Approved For Public Release; Distribution Unlimited Prepared for DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314-1000 under Civil Works Investigation Work Unit 030200/31177 Li B 9 " Y JUL 16 85 Bureau of Reclamation Denver, Colorado Destroy this report when no longer needed. Do not return it to the originator. The findings in this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents. The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. Ä J '. A A*# * BUREAU OF RECLAMATION DENVER LIBRARY C' 13 * W u Unclassified SECU RITY CLASS IF ICATION OF THIS PAGE (When Data Entered) REPORT DOCUMENTATION PAGE READ INSTRUCTIONS BEFORE COMPLETING FORM 1. RE PORT NUMBER Technical Report HL-85-1 2. GOVT ACCESSION NO. 3. R E C IP IE N T 'S CATALOG NUMBER 4. T IT L E (and Subtitle) GENERAL SPILLWAY INVESTIGATION; Hydraulic Model Investigation 5. T Y P E OF REPORT & PERIOD COVERED Final report 6. PERFORMING ORG. RE PORT NUMBER 7. AUTHORfa; Stephen T. Maynord 8. CONTRACT OR GRANT NUMBERfaJ 9. PERFORMING O RG ANIZATIO N NAME AND ADDRESS US Army Engineer Waterways Experiment Station Hydraulics Laboratory PO Box 631, Vicksburg, Mississippi 39180-0631 10. PROGRAM ELEMENT. PROJECT , TASK AREA & WORK UN IT NUMBERS Civil Works Investigation Work Unit 030200/31177 I t . CO NTRO L L ING O F F IC E NAME AND ADDRESS DEPARTMENT OF THE ARMY US Corps of Engineers Washington, DC 20314-1000 12. REPORT DATE March 1985 13. NUMBER OF PAGES 63 14. MONITORING AGENCY NAME ft ADORE

föftf TECHNICAL 0 REPORT HL-84-6 / -AGITATION DREDGING: LESSONS AND GUIDELINES FROM PAST PROJECTS by Thomas W. Richardson Hydraulics Laboratory DEPARTMENT OF THE ARMY Waterways Experiment Station, Corps of Engineers PO Box 631 Vicksburg, Mississippi 39180-0631 July 1984 Final Report Approved For Public Release; Distribution Unlimited Prepared for DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314-1000 LIBRARY MAR 1 5 -1985 Bureau ot Reclamation Denver, Colorado Destroy this report when no longer needed. Do not return it to the originator. The findings in this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents. The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. Æ ' Unclassified BUREAU OF RECLAMATION DENVER LIBRARY SECU RITY CLASS IF IC ATION OF THIS PAGE (When Data Entered) REPORT DOCUMENTATION PAGE R E A D INSTRUCTIONS B E F O R E COMPLETING FO R M 1. RE PORT NUMBER Technical Report HL-84-6 2. GOVT ACCESSION NO. 3. R E C IP IE N T ’ S CATALOG NUMBER 4. T IT L E (and Subtitle) AGITATION DREDGING: LESSONS AND GUIDELINES FROM PAST PROJECTS 5. T Y P E OF RE PO RT & PERIOD COVERED Final Report 6. PERFORMING ORG. RE PORT NUMBER 7. A U TH O R *» Thomas W. Richardson 8. CONTRACT OR GRANT NUM BER *» 9. PERFORMING O RG ANIZA TIO N NAME AND ADDRESS US Army Engineer Waterways Experiment Station Hydraulics Laboratory PO Box 631, Vicksburg, Mississippi 39180-0631 10. PROGRAM ELEMENT , PROJECT , TASK AREA & WORK UN IT NUMBERS 11. CO N TRO L L ING O F F IC E NAME AND ADDRESS DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314-1000 12. REPORT DATE July 1984 13. NUMBER OF PAGES 141 14. MONITORING AGENCY NAME & ADDRESS*1/ / different from Controlling Office) 15. SECURITY CLASS, (o f thia report) Unclas

MISCELLANEOUS PAPER GL-84-20 PREDICTED AND ACTUAL PERFORMANCE OF A STRUCTURE IN EXPANSIVE SOILS by Mark E. Simmons Foundations and Materials Branch US Army Engineer District, Fort Worth Fort Worth, Texas 76102 November 1984 Final Report Approved For Public Release; Distribution Unlimited Prepared for DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314-1000 Monitored by Geotechnical Laboratory US Army Engineer Waterways Experiment Station PO Box 631, Vicksburg, Mississippi 39180-0631 LIBRARY MAY 1 4 2007 Bureau of Reclamation Denver, Colorado Destroy this report when no longer needed. Do not return it to the originator. The findings in this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents. The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. x<>° />> ' /V

MISCELLANEOUS PAPER HL-86-2 US Army Corps of Engineers PRESSURE CALCULATION FOR TWO-DIMENSIONAL FLOW INSIDE HYDRAULIC STRUCTURES by Robert S. Bernard Hydraulics Laboratory DEPARTMENT OF THE ARMY Waterways Experiment Station, Corps of Engineers PO Box 631, Vicksburg, Mississippi 39180-0631 AprU 1986 Final Report Approved For Public Release; Distribution Unlimited Prepared for DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314-1000 LIBRARY JUL 22*86 Bureau of Reclama!«» Denver, Colorado Destroy this report when no longer needed. Do not return it to the originator. The findings in this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents. The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. AvPV Unclassified BUREAU OF RECLAMATION DENVER LIBRARY T2DCH243 S EC UR IT Y CLA S S IF ICA T ION OF THIS P AGE (When D a ta E nte red) REPORT DOCUMENTATION PAGE R E A D INSTRUCTIONS B E F O R E C O M P L E T I N G F O R M 1. r e p o r t n u m b e r 'Miscellaneous Paper HL-86-2 2. GOVT ACCESSION NO. 3. R E C IP IE N T 'S C A T A LO G NUMBER A. T I T L E (and S u b title ) ' PRESSURE CALCULATION FOR TWO-DIMENSIONAL : FLOW INSIDE HYDRAULIC STRUCTURES L T Y P E OF RE POR T & PERIOD COVERED Final report 6. P ERFORMING ORG. REPORT NUMBER 7. A UTHORfs ) .Robert S. Bernard 8. CON TR A CT OR GRANT NUMBERfeJ 9. PERFORMING ORGANIZ AT ION NAME AND ADDRESS •gS-'Army Engineer Waterways Experiment Station ...- Hydraulics Laboratory PO Box 631, Vicksburg, Mississippi 39180-0631 10. PROGRAM ELEMENT . PROJECT , TASK ARE A & WORK UNIT NUMBERS 1 1. CO N TR O L L IN G O F F IC E NAME AND ADDRESS DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 2031^-1000 12. REPORT DA TE v . April 1 986 13. NUMBER OF P A G E S 33 14. MONITORIN

\ Will MIL UUP) > REPAIR, EVALUAI REHABILITATIO BUREAi I OF RECLAMATION DENVE| TECHNICAL REPORT REMR-CO-10 ^D-A212 631 STUDY OF BREAKWATERS CONSTRUCTED WITH ONE LAYER OF ARMOR STONE DETROIT DISTRICT by John R. Wolf DEPARTMENT OF THE ARMY US Army Engineer District, Detroit PO Box 1027, Detroit, Michigan 48231-1027 DTIC E L E C T E J SEP201989 f t August 1989 Final Report Approved For Public Release, Distribution Unlimited Prepared for DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314-1000 under Civil Works Research Work Unit 32327 Monitored by Coastal Engineering Research Center US Army Engineer Waterways Experiment Station 3909 g Halls Ferry Road Vicijpfc^g, Mi^is^>p^39180-6199 92038217 The following two letters used as part of the number designating technical reports of research published under the Repair, Evaluation, Maintenance, and Rehabilitation (REMR) Research Program identify the problem area under which the report was prepared: Problem Area Problem Area CS Concrete and Steel Structures EM Electrical and Mechanical GT Geotechnical El Environmental Impacts HY Hydraulics OM Operations Management CO Coastal r* * Destroy this report when no longer needed. Do not return it to the originator. The findings in this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents. The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. COVER PHOTOS: TOP — Typical cross section of rubble-mound breakwater with one-layer armor stone. MIDDLE — Harrisville Harbor breakwater constructed with armor stone of Michigan limestone quarried by drilling and blasting. BOTTOM — Crane barge placing armor stone on rubble-mound breakwater. ♦ f Unclassified. SECURITY CLASSIFICATION OF Tw¡$ PAGE REPORT DOCUMENTATION PAGE 1a REPORT SECURITY CL

TECHNICAL REPORT GL-85-3 mm oe r\ z ) iy Corps neers GEOTECHNICAL DESCRIPTIONS OF ROCK AND ROCK MASSES by William L. Murphy Geotechnical Laboratory DEPARTMENT OF THE ARMY Waterways Experiment Station, Corps of Engineers PO Box 631 Vicksburg, Mississippi 39180-0631 April 1985 Final Report Approved For Public Release; Distribution Unlimited Prepared for DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314-1000 Under CWIS Work Unit 31754 92084999 PROPERTY OP BUREAU OF RECLAMATION C / It ° M '16? & % /P&- ^ The findings in this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents. The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. Q * VVS4-+- ôl- ________Unclassified_____________ S E C U R IT Y C L A S S IF IC A T IO N o f THIS P AG E (When D a te E n te red ) rsJ 0 LA OO 'Cx IÀ OO REPORT DOCUMENTATION PAGE R EAD INSTRUCTIONS B E FO R E COMPLETING FORM 1. R E P O R T N UMBER Technical Report GL-85-3 2. G O V T ACCESSION NO. 3. R E C I P IE N T ’ S C A T A LO G N UMBER 4. T I T L E (and S u b title ) GEOTECHNICAL DESCRIPTIONS OF ROCK AND ROCK MASSES 5. T Y P E O F R E P O R T & P ER IO D C O V E R E D Final report 6. P E R FO R M IN G ORG. R E P O R T NUMBER 7. A U T HO R f« ; William L. Murphy 8. C O N T R A C T OR G R A N T N UMBERfs ) 9. P E R FO R M IN G O R G A N IZ A T IO N NAME AND ADDRESS US Army Engineer Waterways Experiment Station Geotechnical Laboratory PO Box 631, Vicksburg, Mississippi 39180-0631 10. PROGRAM E L EM EN T , P R O J E C T , TASK AREA & WORK U N IT NUMBERS CWIS Work Unit 31754 11. C O N T R O L L IN G O F F IC E NAME AND ADDRESS DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314-1000 12. R E P O R T D A T E April 1985 13. NUMBER O F PAGES 49 14. M O N ITO R ING AGE

ENVIRONMENTAL AND WATER QUALITY OPERATIONAL STUDIES C - t TECHNICAL REPORT E-86-13 RESERVOIR SHORELINE REVEGETATION GUIDELINES by Hollis H. Allen, Charles V. Klimas Environmental Laboratory DEPARTMENT OF THE ARMY Waterways Experiment Station, Corps of Engineers PO Box 631, Vicksburg, Mississippi 39180-0631 November 1986 Final Report Approved For Public Release; Distribution Unlimited Prepared for DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314-1000 Under EWQOS Work Unit IIE.1 u t r a R y JAN 2 2'87 Bureau oi Réclamât«» Denver, Colorada Destroy this rep to the originator. ot return it The findings in this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents. The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. O BUREAU OF RECLAMATION Unclassified SECU RITY CLASS IF IC ATION OF THIS PAGE (When Data Entered) <2 *| REPORT DOCUMENTATION PAGE READ INSTRUCTIONS BEFORE COMPLETING FORM 1. r e p o r t n u m b e r Technical Report E-86-13 2. GOVT ACCESSION NO 3. R E C IP IE N T 'S CATALOG NUMBER 4. T IT L E (and Subtitle) RESERVOIR SHORELINE REVEGETATION GUIDELINES 5. TY P E OF RE PORT & PERIOD COVERED Final report 6. PERFORMING ORG. REPORT NUMBER 7. A U THORO) Hollis H. Allen, Charles V. Klimas 8. CO NTRACT OR GRANT N U M B E R S 9. PERFORMING O RG ANIZA TIO N NAME AND ADDRESS US Army Engineer Waterways Experiment Station Environmental Laboratory PO Box 631, Vicksburg, Mississippi 39180-0631 10. PROGRAM ELEMENT, PROJECT , TASK AREA & WORK UN IT NUMBERS EWQOS Work Unit IIE.l 11. CO NTRO L L ING O F F IC E NAME AND ADDRESS DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314-1000 12. r e p o r t d a t e November 1986 13. NUMBER OF PAGES 87 14. MONITORING AGENCY NAME & ADDRESS^// different from Con

TECHNICAL REPORT SL-84-10 US Army Corps of Engineers HOW TO AVOID DEFICIENCIES IN PORTLAND-CEMENT PLASTER CONSTRUCTION JaeetrW. Ribar^ ' Construction Technology Laboratories 5420 Old Orchard Road Skokie, Illinois 60077 and Jotw-M-. Scanlon 0 • ^ ' ¿r ) Structures Laboratory DEPARTMENT OF THE ARMY Waterways Experiment Station, Corps of Engineers PO Box 631 Vicksburg, Mississippi 39180 Final Report Approved For Public Release; Distribution Unlimited Prepared for DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314 LIBRARY. OCT 41984 Bureau of ReclamatioB Denver, Colorado Destroy this report when no longer needed. Do not return it to the originator. The findings in this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents. The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. bureau of reclamation! DB^RUBKWW ,\ saoie^sd Unclassified SECURITY CLASSIFICATION OF THIS PAGE (When Data Entered) REPORT DOCUMENTATION PAGE R E A D INSTRUCTIONS B E F O R E COMPLETING F O R M 1. REPORT NUMBER Technical Report SL-84-10 2. GOVT ACCESSION NO. 3. RECIPIENT'S CATALOG NUMBER 4. T IT L E (and Subtitle) HOW TO AVOID DEFICIENCIES IN PORTLAND-CEMENT PLASTER CONSTRUCTION 5. TY PE OF REPORT & PERPOD COVERED Final report 6. PERFORMING ORG. REPORT NUMBER 7. AUTHOR00 Jacob W. Ribar John M. Scanlon 8. CONTRACT OR GRANT NUMBERfs ) 9. PERFORMING ORGANIZATION NAME AND ADDRESS Construction Technology Laboratories 5420 Old Orchard Road, Skokie, Illinois 60077 and US Army Engineer Waterways Experiment Station Structures Laboratory I PO Box 631, Vicksburg, Mississippi 39180 10. PROGRAM ELEMENT, PROJECT, TASK AREA & WORK UNIT NUMBERS 12. REPORT DATE I t . CONTROL L ING O F F IC E NAME AND ADDRESS June 1984 DEPARTMENT OF THE ARMY US Army Corps of

ENVIRONMENTAL AND WATER QUALITY OPERATIONAL STUDIES TECHNICAL REPORT E-85-11 CONFIRMATION OF THE WATER QUALITY MODEL CE-QUAL-R1 USING DATA FROM EAU GALLE RESERVOIR, WISCONSIN by Joseph H. Wlosinski, Carol D. Collins Environmental Laboratory DEPARTMENT OF THE ARMY Waterways Experiment Station, Corps of Engineers PO Box 631, Vicksburg, Mississippi 39180-0631 October 1985 Final Report Approved For Public Release; Distribution Unlimited Prepared for DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314-1000 under EWQOS Work Units IB.1 and IC.1 92088332 Destroy this report when no longer needed. Do not return it to the originator. The findings in this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents. The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. 0Ü34- no,6-SS-a ig Unclassified S EC UR I T Y CLA SS I F I C AT I O N O F THI S PAG E (When D a ta E n te red ) fir REPORT DOCUMENTATION PAGE BEFORERAED C IONMSTPRLUECTITNIOGN FSO RM 1. R E POR T NUMBER Technical Report E-85-11 2. GOV T ACCESSI ON NO. j RE C I P I E N T ' S CA T A LOG NUMBER 4. T I T L E (a n d S u b title ) CONFIRMATION OF THE WATER QUALITY MODEL CE-QUAL-R1 USING DATA FROM EAU GALLE RESERVOIR, WISCONSIN R T Y P E O F R E POR T & PER I O D COV ER ED Final report 7. AUTHO R f s j Joseph H. Wlosinski and Carol D. Collins 9. P ER FORMING ORGA N I ZA T ION NAME AND ADDRESS US Army Engineer Waterways Experiment Station Environmental Laboratory PO Box 631, Vicksburg, Mississippi 39180-0631 11. C O N T R O L L I N G O F F I C E NAME AND ADDRESS DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314-1000 6. P ER FORMING ORG. R E POR T NUMBER 8. C O N T R A C T OR GRANT NUMBER fs ) 10. PROGRAM E L E M E N T PRO JE CT , TASK AREA & WORK U

ENVIRONMENTAL AND WATER QUALITY OPERATIONAL STUDIES US Army Corps of Engineers C- \ MISCELLANEOUS PAPER E-86-3 MACROINVERTEBRATE GEAR EVALUATION by Larry G. Sanders, C. Rex Bingham, David C. Beckett Environmental Laboratory DEPARTMENT OF THE ARMY Waterways Experiment Station, Corps of Engineers PO Box 631, Vicksburg, Mississippi 39180-0631 August 1986 Final Report Approved For Public Release; Distribution Unlimited Prepared for DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314-1000 Under EWQOS Work Unit VII.B L I B R A R Y - DEC 15 '86 Bares« cf telaraaS«!? O e n ra , feloraSa Destroy this report when no longer needed. Do not return it to the originator. The findings in this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents. The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. Unclassified A ^ “ “ ^CLAMATION DENVER LIBRARY 1*000413. REPORT DOCUMENTATION PAGE READ INSTRUCTIONS BEFOR E COMPLETING FORM 1. r e p o r t n u m b e r Miscellaneous Paper E-86-3 2. G O V T ACCESSION NO. 3. R E C I P IE N T ’ S C A T A L O G N UM B ER 4. T I T L E (a n d S u b title ) MACROINVERTEBRATE GEAR EVALUATION 5. T Y P E O F R E P O R T & P E R IO D C O V E R E D Final report 6. P E R FO R M IN G ORG. R E P O R T NUMB ER 7. A U T H O R ! » Larry G. Sanders, C. Rex Bingham, David C. Beckett 8. C O N T R A C T OR G R A N T N U M B E R ( » 9. P E R F O R M IN G O R G A N IZ A T IO N NAME AND ADDRESS US Army Engineer Waterways Experiment Station Environmental Laboratory P0 Box 631, Vicksburg, Mississippi 39180-0631 10. PROGR AM E L EM E N T , P R O J E C T , TASK A R EA & WORK U N IT NUMBERS EWQ0S Work Unit VII.B 11. C O N T R O L L IN G O F F IC E N AME AND ADDRESS DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington

1 \ i US Army Corps of Engineers c - I ENVIRONMENTAL AND WATER QUALITY OPERATIONAL STUDIES TECHNICAL REPORT E-86-12 WATER QUALITY, MACROINVERTEBRATES, LARVAL FISHES, AND FISHES OF THE LOWER MISSISSIPPI RIVER-A SYNTHESIS by David C. Beckett, C. H. Pennington Environmental Laboratory DEPARTMENT OF THE ARMY Waterways Experiment Station, Corps of Engineers PO Box 631, Vicksburg, Mississippi 39180-0631 September 1986 Final Report Approved For Public Release; Distribution Unlimited ÏÈORfiSt Prepared for DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314-1000 Under EWQOS Work Units VA and VIIB Limur JflN 27 '87 Bureau of Reclamation Denver, Colorado Destroy this report when no longer needed. Do not return it to the originator. The findings in this report are n ot to be construed as an o ffic ia l Department o f the A rm y position unless so designated by other authorized documents. The contents o f this report are not to be used for advertising, p u blica tion , or promotional purposes. C itation o f trade names does not constitute an o ffic ia l endorsement or approval o f the use of such commercial products. Unclassified SECURITY CLASSIFICATION OF THIS PAGE (When Data Entered) REPORT DOCUMENTATION PAGE R E A D INSTRUCTIONS B E F O R E COMPLETING FOR M 1. r e p o r t NUMBER Technical Report E-86-12 2. GOVT ACCESSION NO. 3. RECIPIENT'S CATALOG NUMBER 4. T IT L E (and Subtitle) WATER QUALITY, MACROINVERTEBRATES, LARVAL FISHES, AND FISHES OF THE LOWER MISSISSIPPI RIVER— A SYNTHESIS 5. TYPE OF REPORT & PERIOD COVERED Final report 6. PERFORMING ORG. REPORT NUMBER 7. AU THOR *» David C. Beckett, C. H. Pennington 8. CONTRACT OR GRANT NUMBERfs ) 9. PERFORMING ORGANIZATION NAME AND ADDRESS US Army Engineer Waterways Experiment Station Environmental Laboratory PO Box 631, Vicksburg, Mississippi 39180-0631 10. PROGRAM ELEMENT, PROJECT, TASK AREA & WORK UNIT NUMBERS EWQOS Work Units VA and VIIB 11. CONTROLLING O F F ICE NAME AND ADDRESS DEPARTMENT OF THE ARMY US A

ENVIRONMENTAL AND WATER QUALITY OPERATIONAL STUDIES TECHNICAL REPORT E-85-14 PHYSICAL MODELING OF RESERVOIR HYDRODYNAMICS by Mark S. Dortch, Steven C. Wilhelms, Jeffery P. Holland Hydraulics Laboratory DEPARTMENT OF THE ARMY Waterways Experiment Station, Corps of Engineers PO Box 631, Vicksburg, Mississippi 39180-0631 December 1985 Final Report Approved For Public Release; Distribution Unlimited Prepared for DEPARTMENT OF THE ARMY US Army Corps of Engineers Washington, DC 20314-1000 Under CWIS 31593 (EWQOS Work Unit IA.3) Monitored by Environmental Laboratory US Army Engineer Waterways Experiment Station PO Box 631, Vicksburg, Mississippi 39180-0631 library m - sw Bureau of Reclamation Denver, Colorado Destroy this report when no longer needed. Do not return it to the originator. The findings in this report are not to be construed as an official Department of the Army position unless so designated by other authorized documents. The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. SECURITY CLASSIFICATION OF THIS PAGE (When D a te E n te re d ) REPORT DOCUMENTATION PAGE R E A D INSTRUCTIONS B E F O R E C O M P L E T I N G F O R M 1. REPORT NUMBER 2. GOVT ACCESSION NO. Technical Report E-85-14 3. RECIPIENT'S CATALOG NUMBER 4. T IT L E (a n d S u b t it le ) PHYSICAL MODELING OF RESERVOIR HYDRODYNAMICS TYPE OF REPORT ft PERIOD COVERED Final report 6. PERFORMING ORG. REPORT NUMBER 7. AUTHORf®; Mark S. Dortch Steven C . Wilhelms Jeffery P. Holland 8. CONTRACT OR GRANT NUMBERfs) 9. PERFORMING ORGANIZATION NAME AND ADDRESS US Army Engineer Waterways Experiment Station Hydraulics Laboratory PO Box 631, Vicksburg, Mississippi 39180-0631 10. PROGRAM ELEMENT, PROJECT, TASK AREA ft WORK UNIT NUMBERS CWIS No. 31593 (EWQ0S Work Unit IA.3) I t . CONTROLLING OF F ICE NAME AND ADDRESS DEPARTMENT OF THE ARMY US Army Co