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HomeMy WebLinkAboutVer _Complete File_19890112 DEPARTMENT OF THE ARMY Wilmington District, Corps of Engineers Post Office Box 1890 Wilmington, North Carolina 28402-1890 CESAW-CO-89-N-020-0145 January 12, 1989 PUBLIC NOTICE THE.EASTERN BAND OF CHEROKEE INDIANS, represented by B. P. BARBER AND ASSOCIATES, 351-C East Blackstock Road, Spartanburg, South Carolina 29301, has applied for a Department of the Army permit TO PLACE FILL MATERIAL IN THE OCONOLUFTEE RIVER ASSOCIATED WITH CONSTRUCTION OF A WATER INTAKE STRUCTURE AT CHEROKEE, Cherokee County, North Carolina. The following description of the work is taken from data provided by the applicant. Plans submitted with the application show the proposed construction of a 6 million gallon per day raw water intake structure on the Oconoluftee River at Mile 8.5+ within Cherokee Reservation lands. The concrete and steel structure is to extend waterward approximately 5 feet from the north bank of the river. Excavation of approximately 25 cubic yards of bed rock from within the river and on its bank will be required to prepare for placement of the structure. This material is to be placed and retained on highground. Approximately 50 tons of riprap material is to be placed landward of concrete walls on either side of the structure. Construction of temporary coffer dams from river rubble will be required during construction. The material forming the coffer dams will be removed to highground as soon-as the structure is in place. The purpose of the work is to provide a supply of clean, uncontaminated water for the Cherokee Reservation. Plans showing the work are included with this public notice. The State of North Carolina will review this public notice to determine the need for the applicant to obtain any required State authorization. No Department of the Army permit will be issued until the coordinated State viewpoint on the proposal has been received and reviewed by this agency, nor will a Department of the Army permit be issued until the North Carolina Division of Environmental Management has determined the applicability of a Water Quality Certificate as required by PL 92-500. Should the permit be issued, the Tennessee Valley Authority will require the permittee to employ best management practices to control erosion and sedimentation, as necessary, to prevent adverse aquatic impacts. This application is being considered pursuant to Section 404(b) of the Clean Water Act (33 U.S.C. 1344). Any person may request, in writing within the comment period specified in the notice, that a public hearing be held to consider this application. Requests for public hearing shall state, with particularity, the reasons for holding a public hearing. -2- The District Engineer has consulted the latest published version of the National Register of Historic Places for the presence or absence of registered properties, or properties listed as being eligible for inclusion therein, and this worksite is not registered property or property listed as being eligible for inclusion in the Register. Consultation of the National Register constitutes the extent of cultural resource investigations by the District Engineer, and he is otherwise unaware.of the presence of such resources. Presently, unknown archeological, scientific, prehistorical, or historical ---da-tamay_b-elost _ or destroy_edby work under the requested permit. The District Engineer has determined, based on a review of data furnished by the applicant and onsite observations, that the activity will not affect species, or their critical habitat, designated as endangered or threatened pursuant to the Endangered Species Act of 1973. The decision whether to issue a permit will be based on an evaluation of the probable impacts, including cumulative impacts, of the proposed activity and its intended use on the public interest. Evaluation of the probable impacts which the proposed activity may have on the public interest requires a careful weighing of all those factors which become relevant in each particular case. The benefits which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. The decision whether to authorize a proposal, and if so the conditions under which it will be allowed to occur, are therefore determined by the outcome of the general balancing process. That decision should reflect the national concern for both protection and utilization of important resources. All factors which may be relevant to the proposal must be considered including the cumulative effects thereof. Among those are conservation, economics, aesthetics, general environmental concerns, wetlands, cultural values, fish and wildlife values, flood hazards and flood plain values (in accordance with Executive Order 11988), land use, navigation, shore erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership, and, in general, the needs and welfare of the people. For activities involving the placement of dredged or fill materials in waters of the United States, a permit will be denied if the discharge that would be authorized by such permit would not comply with the Environmental Protection Agencies' 404(b)(1) guidelines. Subject to the preceding sentence and any other applicable guidelines or criteria, a permit will be granted unless the District Engineer determines that it would be contrary to the public interest. Generally, the decision whether to issue this Department of the Army permit will not be made until the U.S. Environmental Protection Agency (EPA) issues, denies, or waives certification required by Section 401 of the Clean Water Act. The EPA considers whether or not the proposed activity will comply with Sections 301, 302, 306, and 307 of the Clean Water Act. The application and this public notice for the Department of the Army permit serves as application to the EPA for certification. 4,t ., -3- All persons desiring to make comments regarding the application for Clean Water Act certification should do so in writing to the Wetlands Section-Region IV, Marine and Estuarine Branch, U.S. Environmental Protection Agency, 345 Courtland Street, Atlanta, Georgia 30365. Written comments pertinent to the proposed work, as outlined above, will be received in this office, Attention: Mr. Robert Johnson, until 4:15 p.m., February 13, 1989, or telephone (704) 259-0855. 1 A QUON I RD. 0 0 rn U-) 0 Q v W z I Ll.t -- W ? Lr) w 3 ,_j >-W 3 I QZ a° ?° ZZ w LLJ °o D LLJ V) (n m? 00- U Z Z O o? - Li (n N Cl ll? / l_ i 41 . O U Q:: m ( x ? Q O cn z wzwz z A cn ="w Owaw d w z Z ? a?wW ?w c ?av d x O I ? 0 Z ( 7 z Q w H a cn W E-4 A F-+ ? 1 U? Z? LL, a l? ? z S m '' ?.. ul w U.W J z a d ` p ,? ? ? ? S11v 1 Z ? 1`U , 1 z "S 1'?iy? , ? O 60 LLI 'Alp = 0 J VI U O U ? V O 2 SNP- / ac Y z Q m LA- O 0- 0 H o z Op0 3 0 ODO z O Z¢ Op ¢.3: O O F- I U D O cr- m +N Q ODD \ I O O O -y Q D O w L.j L) O O D IX O LLJ 00 O ~ D O p I3 N d.LL Li 0- O OD D w C14 CL (n O O DO I 1 I I c no O U' r- - rL 'B. W N L1. Q 0 +.S l /'Q Q ,g C- 0 < ° O 0 D Q % +1 1 C14 LL 0 O Q Q ® O 00 0 O 00 O? 4 N Z 1 3 Za I z3 w to ,U A ? Q'" Z A OEW? ? W O O z w w Of U w Y Q t- z i _ J O :4 m N 'i W W U `W w J I.L. U O J O ? z O U X W O SN EEFr 2 oF' 5 1980.0 STAIRS FLOOD LIMIT (FEMA - 100 YR. FLOOD • ® EL. 1978.5) ?[ .?- HANDRAIL d' Ni L 0 11' 11' 197t•0 INTAKE SCREEN' e 1 ?2 N•W.L. 1965.0 a• CUT CHANNEL?? _ 1 11 I 1 I -l • ?• ?,-I e 7' PROFILE N.T.S. Pi PROPOSED RAW WATER INTAKE OCONOLUFTEE RIVER, MI. 8.5 CHEROKEE, N.C. EASTERN BAND OF CHEROKEE INDIANS SN&ET 3 aF S t7 100 YR. FLOOD EL. 1978.5 12' 1 7' .o ° e C M4l o S • N.W.L. EL. 1965 ± ° a 77 FF FLOW +I EL. 1961.0 9- WE ???- - - - BED ROCK TOP OF BANK 1980.0 STEPS 12' ?- GUARDRAIL EL. 1971.0 p EX. RIVER BOTTOM a. 'a FRONT ELEVATION N.T.S. PROPOSED RAW WATER INTAKE OCONOLUFTEE RIVER, MI. 8.5 CHEROKEE, N. C. EASTERN BAND OF CHEROKEE INDIANS Stf??7 4 of 5 a ° .a i INTAKE SCREENS °? •e EX. BANK - RIP - RAP Z EL. 1971.0 o-0? Jd0° . n ? 1 ? n 2 3" 0 DRAIN EL. 1965.0 7 f 1961.0 - WING WALL SECTION PROPOSED RAW WATER INTAKE OCONOLUFTEE RIVER, MI. 8.5 CHEROKEE, N. C. EASTERN BAND OF CHEROKEE INDIANS s 1(-?E6T s o,?- s Departme' James G. Martin, Governoi S. Thomas Rhodes, Secret, MEMORANDUM d..? STATE q, i axj vV A616 Spain anager TO: William Mills Water Quality Operati ns Branch THROUGH: Forrest R. Wes a Water Qualitv Re Supervisor FROM: Peter Nathanson Asheville Water ality Section SUBJECT: Proposed Water Intake Structure Oconoluftee River Cherokee Indian Reservation Swain County, NC This office has read the Department of the Army COE Public Notice for the subject project and would like to offer the following comments: 1. Someone should verify that the design size of the raw water intake structure is large enough to accomodate the ultimate design flow for the proposed water treatment facility; 2. Design plans should include best management practices to control erosion and sedimentation during construction to prevent adverse aquatic impacts. Do not hesitate to call me at 704/251-6208 if you have any questions or comments. RLE 11V Interchange Building, 59 Woodfin Place, P.O. Box 370, Asheville, N.C. 2880 07(' ' -,1.6208 An Equal Opportunity Affirmative Action Employer IN REPLY REFER TO Regulatory Branch DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402.1890 January 11, 1989 SUBJECT: File No. CESAW-C0-89-N-020-0145 N os. C, u r Mr. Robert F. McGhee, Chief Wetlands Section_Region IV Marine and Estuarine Branch U.S. Environmental Protection Agency 345 Courtland Street Atlanta, Georgia 30365 Dear Mr. McGhee: Enclosed is the application of the Eastern Band of Cherokee Indians, represented by B. P. Barber and Associates, Incorporated, for Department of the Army authorization and a Water Quality Certification to place fill material in the Oconoluftee River associated with construction of a water intake structure at the Cherokee Indian Reservation, Cherokee County, North Carolina. We are considering authorizing the proposed activity pursuant to Section 404 of the Clean Water Act, and we have determined that a water quality certification may be required under the provisions of Section 401 of the same law. The North Carolina Division of Environmental Management has declined certification authority within the Cherokee Reservation. A Department of the Army permit will not be granted until the certification has been obtained or waived. We would appreciate your acting on the request for certification. In accordance with our administrative regulations, 60 days after receipt of a request for certification is a reasonable time for certification action. Therefore, if you have not acted on the request by March 10, 1989, we will assume that waiver has occurred. Questions or comments may be addressed to Mr. Robert Johnson, telephone (704) 259-0855. Sincerely, Charles W. Hollis Chief, Regulatory Branch Enclosure Copies Furnished without enclosure: Mr. John Parker North Carolina Department of Natural Resources and Community Development Post Office Box 27687 Raleigh, North Carolina 27611-7687 Mr. William Mills Water Quality Section Division of Environmental Management North Carolina Department of Natural Resources and Community Development Post Office Box 27687 Raleigh, North Carolina 27611-7687 -2- DEPARTMENT OF THE ARMY Wilmington District, Corps of Engineers Post Office Box 1890 `? Wilmington, North Carolina 28402-189O R E C E I V E D CESAW-CO-89-N-020-0145 JMa`r Ji 91989 WATER QUALITY SECTION PUBLIC NOTICE OPERATIONS BRANCH THE EASTERN BAND OF CHEROKEE INDIANS, represented by B. P. BARBER AND ASSOCIATES, 351-C East Blackstock Road, Spartanburg, South Carolina 29301, has applied for a Department of the Army permit TO PLACE FILL MATERIAL IN THE OCONOLUFTEE RIVER ASSOCIATED WITH CONSTRUCTION OF A WATER INTAKE STRUCTURE AT CHEROKEE, Cherokee County, North Carolina. The following description of the work is taken from data provided by the applicant. Plans submitted with the application show the proposed construction of a 6 million gallon per day raw water intake structure on the Oconoluftee River at Mile 8.5+ within Cherokee Reservation lands. The concrete and steel structure is to extend waterward approximately 5 feet from the north bank of the river. Excavation of approximately 25 cubic yards of bed rock from within the river and on its bank will be required to prepare for placement of the structure. This material is to be placed and retained on highground. Approximately 50 tons of riprap material is to be placed landward of concrete walls on either side of the structure. Construction of temporary coffer dams from river rubble will be required during construction. The material forming the coffer dams will be removed to highground as soon as the structure is in place. The purpose of the work is to provide a supply of clean, uncontaminated water for the Cherokee Reservation. Plans showing the work are included with this public notice. The State of North Carolina will review this public notice to determine the need for the applicant to obtain any required State authorization. No Department of the Army permit will be issued until the coordinated State viewpoint on the proposal has been received and reviewed by this agency, nor will a Department of the Army permit be issued until the North Carolina Division of Environmental Management has determined the applicability of a Water Quality Certificate as required by PL 92-5.00. Should the permit be issued, the Tennessee Valley Authority will require the permittee to employ best management practices to control erosion and sedimentation, as necessary, to prevent adverse aquatic impacts. This application is being considered pursuant to Section 404(b) of the Clean Water Act (33 U.S.C. 1344). Any person may request, in writing within the comment period specified in the notice, that a public hearing be held to consider this application. Requests for public hearing shall state, with particularity, the reasons fox holding a public hearing. _2_ The District Engineer has consulted the latest published version of the National Register of Historic Places for the presence or absence of registered properties, or properties listed as being eligible for inclusion therein, and this worksite is not registered property or property listed as being eligible for inclusion in the Register. Consultation of the National Register constitutes the extent of cultural resource investigations by the District Engineer, and he is otherwise unaware of the presence of such resources. Presently, unknown archeological, scientific, prehistorical, or historical data may be lost or destroyed by work under the requested permit. The District Engineer has determined, based on a review of data furnished by the applicant and onsite observations, that the activity will not affect species, or their critical habitat, designated as endangered or threatened pursuant to the Endangered Species Act of 1973. The decision whether to issue a permit will be based on an evaluation of the probable impacts, including cumulative impacts, of the proposed activity and its intended use on the public interest. Evaluation of the probable impacts which the proposed activity may have on the public interest requires a careful weighing of all those factors which become relevant in each particular case. The benefits which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. The decision whether to authorize a proposal, and if so the conditions under which it will be allowed to occur, are therefore determined by the outcome of the general balancing process. That decision should reflect the national concern for both protection and utilization of important resources. All factors which may be relevant to the proposal must be considered including the cumulative effects thereof. Among those are conservation, economics, aesthetics, general environmental concerns, wetlands, cultural values, fish and wildlife values, flood hazards and flood plain values (in accordance with Executive Order 11988), land use, navigation, shore erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership, and, in general, the needs and welfare of the people. For activities involving the placement of dredged or fill materials in waters of the United States, a permit will be denied if the discharge that would be authorized by such permit would not comply with the Environmental Protection Agencies' 404(b)(1) guidelines. Subject to the preceding sentence and any other applicable guidelines or criteria, a permit will be granted unless the District Engineer determines that it would be contrary to the public interest. Generally, the decision whether to issue this Department of the Army permit will not be made until the U.S. Environmental Protection.Agency (EPA) issues, denies, or waives certification required by Section 401 of the Clean Water Act. The EPA considers whether or not the proposed activity will comply with Sections 301, 302, 306, and 307 of the Clean Water Act. The application and this public notice for the Department of the Army permit serves as application to the EPA for certification. •1 -3- All persons desiring to make comments regarding the application for Clean Water Act certification should do so in writing to the Wetlands Section-Region IV, Marine and Estuarine Branch, U.S. Environmental Protection Agency, 345 Courtland Street, Atlanta, Georgia 30365. Written comments pertinent to the proposed work, as outlined above, will be received in this office, Attention: Mr. Robert Johnson, until 4:15 p.m., February 13, 1989, or telephone (704) 259-0855. I 0 0 V W in n O I ? 1 A QUON I RD. _ W ? Z J , vt W / Li n ? O ck? ( \v n W < IJ >-LLJ Q O 3 QZ O I ? o Z Lv o<r L? o o ° S mF- ?J oI CL ta Z 0 - X (n N N Li / I I LL) 06 co U c V I? [z, V Z H W 0-4 Z A En d z ow?w w A, E- P. o w O Q 0 = Q CD d Z N 7 Q x W H CO Q W z 1 E--, 0-4 a z ? W Y Z LL Y ! '? 1 Z Z d' t 1 ? ? 1 ,J V 1 U LiJ ) ^ Wig 0 i W s 1 W < : VIZ 0 J ?+ U zl. o o O •I ? p J .0 O ? .. ,yam I o ? z opp 3 0 op° Z ? o za 00 < O p w I U O ° ? z +N Q O p I Q S °O p Q m LL- N O O w O v I? O ¢ O OO ~ LLJ O O p I3 L,J CL O O p O x CL FL-1 Nd n O pG>p ILLJ 1 I I O° O °O I LLJ N IL +,S L ,I '- LT- -U UI > a nQ/ -I-i N r- f g O 4 C S , O Q O O? O Q cy- N INI -- Q 0 Q 0- OppQ z cy- Q Q p? O Q C? J I z J z Q ? < I O O ? Q to Cd O ,U Wz z AA maw z oE?? ? w a?wa w? w z U O Lo z w W x U V) W Y Q H z J a ?. 0 cc, V) LLI >> } LL) C) LLJ W W LL- J U J O O Z O U X W O Sk EUT 2 0F' S" Er! z • .1 FLOOD LIMIT 1980.0 (FEMA - 100 YR. FLOOD S7 EL. 1978.5) ?- HANDRAIL STAIRS d• N1 L . T PROFILE_ PROPOSED RASP WATER INTAKE OCONOLUFTEE RIVER, MI. 8.5 CHEROKEE, N.C. EASTERN BAND OF CHEROKEE INDIANS SHe-Er 3 of 5' N.W.L. 1965.0 CUT CHANNEL ?r1 I I?1 I 1971.0 INTAKE SCREEN' C <. 1 ?2 1 ii!! N 11' 11' 7' TOP OF BANK n 100 YR. FLOOD EL. 1978.5 12' 1 7' .a e •0 N. W. L. EL. 1965 ± ° e e• FLOW e EL. 1961.0 9- `C ? BED ROCK 1980.0 STEPS 4' 12' GUARDRAIL EL. 1971.0 e e BOTTOM 1 FRONT ELEVATION N.T.S. a PROPOSED RAW WATER INTAKE OCONOLUFTEE RIVER, MI. 8.5 CHEROKEE, N. C. EASTERN BAND OF CHEROKEE INDIANS 'd ° e .•q e INEX_RIVERTAKE SCREENS 2 n? WING WALL SECTION ??-- 1961.0- PROPOSED RAW WATER INTAKE )CONOLUFTEE RIVER,. MI. 8.5 CHEROKEE, N.C. EASTERN BAND OF CHEROKEE INDIANS s 6f&ET s . oic i5- EX. BANK RIP -RAP .\ . _ ?, .. Z EL. 1971.0 3" 0 DRAIN EL. 1965.0 n