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HomeMy WebLinkAbout19920032 Ver 1_COMPLETE FILE_19920101 State of North Carolina Department of Environment, Health, and Natural Resources Division of Environmental Management 512 North Salisbury Street * Raleigh, North Carolina 27604 James G. Martin, Governor William W. Cobey, Jr., Secretary Mr. Charles Linger_felt, Post Office Box 492 Tryon, North Carolina Dear Mr.. Lingerfelt: March 13, 1992 III 28742 George T Everett, Ph.D. Director Subject: Certification Pursuant to Section 401 of the Federal Clean Water Fct, Proposed retention of fill for check dam and additional fill for intake structure Project # 92032, COE# 19920046 Polk County Attached hereto is a copy of Certification No. 2704 issued to Charles Lingerfelt, III dated March 13, 1992. If we can be of further assistance, do not hesitate to contact us. Sincerely, e rge T. Everett Attachments cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Regional Office Asheville DEM Regional Office Mr. John Dorney Mr. John Parker Central Files R[G10NAL OFFI(:FS Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem 704/251-6208 919/486-1541 704/663-1699 919/571-47(X) 919/946-6481 919/395-3900 912/896-7(X)7 Pollution Prevention Pays P.O. Box 29535, Roleigh, North Carolina 27626-0535 lclcphonc 919-733-7015 An l qual Opp n um n' Alhrm,ma - u-m h.r pl-" s - It NORTH CAROLINA Polk County CERTIFICATION THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Environmental Management Regulations in 15 NCAC 2H, Section .0500 to Charles Lingerfelt pursuant to an application filed on the 5 day of February, 1992 to retain fill for a dam and additional fill for intake structure at his property off Collinsville Road, near Landrum, South Carolina. The,Application provides adequate assurance that the discharge of fill material into the waters of Hooper Creek in conjunction with the proposed dam and intake structure in Polk County will not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set forth. Condition(s) of Certification: 1. That the activity be conducted in such a manner as to prevent significant increase in turbidity outside the area of construction or construction related discharge (increases such that the turbidity in the Stream is 25 NTU's or less are not considered significant). 2. Wet or live concrete shall not come into contact with Hooper Creek until the concrete has hardened. 3. Permanent flow shall be maintained in Hooper Creek below the spillway to ensure aquatic life survival. Violations of any condition herein set forth shall result in revocation of this Certification. This Certification shall become null and void unless the above conditions are made conditions of the Federal Permit. Certification continued This 13 day of March, 1992. DIVISION OF ENVIRONMENTAL MANAGEMENT Q OL Do( eo ge T. Everett, Dir ctor WQC# 2704 v L DEPARTMENT OF THE ARMY Wilmington District, Corps of Engineers Post Office Box 1890 Wilmington, North Carolina 28402-1X/4 Action ID. 199200466 PUBLIC NOTICE January's; 19 CHARLES C. LINGERFELT III, POST OFFICE BOX 492, TRYON, e, OLINA 28782 has applied for an after-the-fact Department of the Army (DA) permit TO RETAIN FILL MATERIAL DISCHARGED INTO HOOPER CREEK FOR A CHECK DAM AS WELL AS TO DISCHARGE ADDITIONAL MATERIAL FOR AN INTAKE STRUCTURE AT HIS PROPERTY LOCATED OFF COLLINSVILLE ROAD JUST NORTHEAST OF LANDRUM, SOUTH CAROLINA in Polk County, North Carolina. This public notice does not imply, on the parts of the Corps of Engineers or other agencies, either favorable or unfavorable opinion of the work performed; but it is issued to solicit comments on the factors listed above on which a final decision will be based. Legal action has been suspended pending the outcome of this consideration. The following description of the work is taken from data provided by the applicant's agent and from observations made during an onsite visit by representatives of the Corps of Engineers. Plans submitted with the application show the discharge of approximately 18 cubic yards of fill, consisting of shot rock, on-site boulders, and creek gravel, within a 12-foot long, 10-foot-wide by 4-foot-high check dam. The proposed intake dam, located approximately 700 feet upstream, is to consist of 2.5 cubic yards of existing creek rock within a 15-foot-long, 3-foot-wide by 18-inch-high area. The intake dam is to raise the creek level to supply an existing pool and pond before returning to Hooper Creek. The downstream check dam was constructed to create a whitewater effect and to create an area for fish stocking near the applicant's future homesite. An existing dam/intake structure, upstream of the check dam, is to be completely removed from the creekbed upon approval of the requested intake structure. 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 DA permit will be issued until the coordinated State viewpoint on the proposal has been received and reviewed by this agency, nor will a DA permit be issued until the North Carolina Division of Environmental Management (DEM) has determined the applicability of a Water Quality Certificate as required by PL 92-500. This application is being considered pursuant to Section 404 of the Clean Water Act (33 U.S.C. 1344). Any person may request, in writing within the r -2- 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. 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, based on available information, is not aware that the proposed activity will 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. -3- The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies and officials; Indian Tribes and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. Generally, the decision whether to issue this DA permit will not be made until the DEM issues, denies, or waives State certification required by Section 401 of the Clean Water Act. The DEM 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 DA permit serve as application to the DEM for certification. Additional information regarding the Clean Water Act certification may be reviewed at the offices of the Environmental Operations Section, DEM, Salisbury Street, Archdale Building, Raleigh, North Carolina. Copies of such materials will be furnished to any person requesting copies upon payment of reproduction costs. The DEM plans to take final action in the issuance of the Clean Water Act certification on or after February 7, 1992. All persons desiring to make comments regarding the application for Clean Water Act certification should do so in writing delivered to the DEM, Post Office Box 27687, Raleigh, North Carolina 27611-7687, on or before February 3, 1992, Attention: Mr. John Dorney. Written comments pertinent to the proposed work, as outlined above, will be received in this office, Attention: David Baker, until 4:15 p.m., February 14, 1992, or telephone (704) 259-0856. u n )? t ?` a 21 'P . ?nl I 14 iel \I 1 ?`?\ 1 I l'l( C?f 971 c 1. O ?' // _ y?\ 9'Q hem ^ , ?? v?? r/)_ s Ve 967 Collinsville' v' P ' ??e ? >!-'? Earle f. .>? _ ?,- ?I C.` (\? .•\' `\??? \n`? \ 0 'l\ J r` ? R 900 POLY- COUNT , c ) V D • 'tea. \? ,.l ??i Cem com \, ? le 01 00\ (11 IAN) J P \ r LAND Ijlojth Pacolet 'Y ll l:(" 980. \ 7 TNOKT14 G?AL? 1 "= 1 M U.1; VICINI-Ty MAP- eiTr- 15 3.5 MILeo F90M LMPKUM UlY LIMIT. '$ou Z e = 15 M INUM 1NMM QUAf71ZAN&Le ToPo&v4k. AIC MAP. GNEI.le- PAM 1NyTALLAT10N E40C)Ptv? G9Ex-lK. FOLK GDUt4rf, MG AFFUCA*rr. G1-IMzLEfi U KI &E1 r-N T BOX-492. -MOW, N C 28782 DA'T'E o 12-20-11 OWMT- 1 OF3 r;UK-"nM& FN17 I $"pVG Few w Pipe / ?,XIyTiNG nmeer- WALL / / lyp ? _ FLAN Vl?w _ . I F F-Opo3ED GNCGK DAM .x, ? a? 444. 140opEF, EXISTING GHE.K DAM GONVSTING OF INACT goGK.jONSrm POULMfZSj ANDCVZECOaCTOM &F,A,VeL. Os"WNG 10' , WIDE, 4-141644). A•UERA4C, WArEV- VS -1:24P GAUX bAM INSTALLA-rloN WOOPe4Z 69EEK u-cvtNG 1%^USTIAIGo. Pot,pE1Zg A?I,Ot`IG G1zEEKTD_R,AJ? 1 INLET- 19 ,TO I ?", _.?tri ?LoNla?.3. _?rJlt??,1. U N(,?tZFE.L'f AV'E.R G1: W -T-M 17EPTN, 4" . OaAl"l Z87a OW, N C, DATE : l l-20-91 SHEET : :Z OF 5 F ? WA.IMK 4uRFA4E I!jI t, FLOW ExignN& GHQ DAM GoN2i4"ris Q OF SNOT R.DC.KI Ohl NTE.DOULDER.S, AND GP-EF.K t iom Gvwve.I . WA17A -tt.TEFjS,Tl1V-oUGW DAM PLOWS OVE Z. ONLY dufuw& HeAw smogs. DXA is l2' + Lom&. ?XI?TI N ? C.?-1??•?? D?N1 N.T.S. i WA- e.-tw-r-AC.E 15-18'+ G 9ele- Burr A P S EV "EC*- PAM LK lNNG ON 4 1 WULM96 ARID DO' TOM 6KokV EL, . t si± LON& PIZOPOSffD C14EC,K PiM N.T.S, wr TO e.P ALE Gm'6K VAM NoTALLA710N FOLK COUNTY, t-AC A 7F LI CANT CPAAZLE S LINGEIZPeCT DCK4g2 TKYOM, MC 2b?a2 12ATe ;12- to-9 I S® 3 OP 3 r State of North Carolina Department of Environment, Health, and Natural Resources 512 North Salisbury Street • Raleigh, North Carolina 27611 James G. Martin, Governor March 27, Dr. G. Wayne Wright Corps of Engineers P. 0. Box 1890 Wilmington, NC 28402 Dear Dr. Wright: MAR 3 01992 bey, Jr., Secretary In keeping with your request, this office has circulated to interested state review agencies N. C. Army Corps of Engineers Public Notice Action ID. 199200466 dated January 16, 1992 which describes a project carried out by Charles C. Lingerfelt, III of Tryon. The activity, involving a check dam construction with intake structure still to be completed, is located on Hooper Creek, off of Highway 14, in Polk County. During the course of the state review, only two agencies returned written comments. These comments will allow the state to interpose no objection. However, the Wildlife Commission expressed strong concern about impacts to date. Agency comments follow: Division of Environmental Management - issued the required Section 401 Water Quality Certification No. 2704, on March 13, 1992. The Certification provides important environmental safeguards concerning the use of wet concrete and sustained flows; Wildlife Resources Commission - will not object provided the following modifications are implemented by the applicant: 1) Concrete should not be used to construct the new intake structure, and it does not appear from the public notice that it will be used. However, given that the existing dam/intake structure to be removed consists of concrete and rock, we want to stress that raw concrete should never be deposited in a stream due to its toxicity to fish. All construction must be accomplished so that wet concrete (if used) does not contact water entering or flowing in Hooper Creek. P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-4984 An Equal Opportunity Affirmative Action Employer M'.1 fi Dr. G. Wayne Wright Page 2 March 27, 1992 2) Heavy equipment should not be operated in the stream in order to minimize sedimentation downstream. It appears that the applicant can do all work from the bank without entering the stream. 3) Residual flow in the stream below the intake must be of sufficient magnitude to prevent destruction or serious diminution of downstream fishery habitat. Under no con- ditions may the entire flow of a stream be diverted to supply fish ponds. 4) The existing dam/intake structure should be completely removed in a timely manner. 5) Stringent erosion control measures should be implemented where soil is disturbed and maintained until project com- pletion. 6) Temporary ground cover should be placed on bare surfaces as soon as construction is complete. Permanent vegetation in these same areas must be.established within 15 days of project completion to provide long term erosion control. Should you require additional-input from the state on this matter, do not hesitate to contact this office or the commenting agencies. Very sincerely, Jo R. Parker, Jr. v Inland '404 Coordinator JRP:jr/aw cc: Division of Environmental Management Wildlife Resources Commission COE-Asheville .0 1= QUA" State of North Carolina Department of Environment, Health, and Natural Resources Division of Coastal Management 225 North McDowell Street • Raleigh, North Carolina 27602 James G. Martin, Governor William W. Cobey, Jr., Secretary January 27, 1992 MEMORANDUM T0: Dr.' George T. Everett, Director Division of Environmental Management FROM: John R. Parker, Jr. Inland "404" Coordinator SUBJECT: "404" Project Review Roger N. Schecter Director The attached U.S. Army Corps of Engineers Public Notice for Action No. 199200466 dated January 16, 1992 describing a project proposed by Charles C. Lingerfelt is being circulated to interested state agencies for comments on applicable Section 404 and/or Section 10 permits. Please indicate below your agency's position or viewpoint on the proposed project and return this form by February 14, 1992. If you have any questions regarding the proposed project, please contact me at 733-2293. When appropriate, in-depth comments with supporting data is requested. REPLY This office supports the project proposal. No comment. y/ Comments on this project are attached. This office objects to the project as proposed. Signed Date 3 Z? P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-2293 .. r 1 11 n M_- n.-.t.,.. L'.. _1-,,,. rAIV C ® North Carolina Wildlife Resources Commission 512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391 Charles R. Fullwood, Executive Director MEMORANDUM TO: John R. Parker, 404 Coordinator Division of Coastal Management FROM: Dennis Stewart, Manager Habitat Conservation Program 4mm-?, DATE: February 17, 1992 SUBJECT: U.S. Army Corps of Engineers Public Notice No. 199200466, application for an after-the-fact permit by Mr. Charles Lingerfelt to retain fill material discharged into Hooper Creek for a check dam and to discharge additional material for an intake structure at his property located off Collinsville Road, Polk County. The North Carolina Wildlife Resources Commission (NCWRC) has reviewed the information provided by the U.S. Army Corps of Engineers, and biological field staff conducted a site visit on February 12, 1992. These comments are provided in accordance with provisions of the Clean Water Act of 1977 (33 U.S.C. 466 et seq.), and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d.). The applicant has discharged 18 cubic yards of fill, consisting of shot rock, on-site boulders, and creek gravel, into Hooper Creek to construct a 12-foot long, 10-foot wide by 4-foot high check dam. The check dam was constructed to create a whitewater effect and to create an area for fish stocking near the applicant's future homesite. The proposed intake dam, located approximately 700 feet upstream, will consist of 2.5 cubic yards of existing creek rock within a 15-foot long, 3-foot wide by 18-inch high area. The purpose of the intake dam is to raise the level of the creek to supply an existing pool and pond with water before flow returns to Hooper Creek. An existing dam/intake structure located upstream of the check dam will be completely removed from the streambed upon approval of the requested structure. Hooper Creek (BRD 8) has a bankfull width of 12-15 feet and substrate of cobble, -- gravel, and silt.- In general the stream is too small to support gamefish, although sunfish may be present to some extent. The stream provides habitat for nongame fish such as shiners, suckers, and chubs. Riparian vegetation consists of mostly grass and a few mixed hardwoods. Streambanks are eroding in areas, resulting in steep banks. The NCWRC is concerned over adverse impacts to fisheries resources of Hooper Creek resulting from the applicant's actions. We will not object to the issuance of the permit, provided the following modifications are implemented by the applicant: Memo (2) February 17, 199, 1) We refer that concrete not be used to construct the new intake structure, and it does not appear from the public notice that it will be used. However, given that the existing dam/intake structure to be removed consists of concrete and rock, we want to stress that raw concrete should never be deposited in a stream due to its toxicity to fish. All construction must be accomplished so that wet concrete (if used) does not contact water entering or flowing in Hooper Creek. 2) Heavy equipment should not be operated in the stream in order to minimize sedimentation downstream. It appears that the applicant can do all work from the bank without entering the stream. 3) Residual flow in the stream below the intake must be of sufficient magnitude to prevent destruction or serious diminution of downstream fishery habitat. Under no conditions may the entire flow of a stream be diverted to supply fish ponds. 4) The existing dam/intake structure should be completely removed in a timely manner. 5) Stringent erosion control measures should be implemented where soil is disturbed and maintained until project completion. 6) Temporary ground cover should be placed on bare surfaces as soon as construction is complete. Permanent vegetation in these same areas. must be established within 15 days of project completion to provide long term erosion control. - In addition, we suggest that the applicant plant additional shrubs and trees along the left side of the stream looking downstream to provide additional stability to the banks and decrease erosion and sedimentation into the stream. Thank you for the opportunity to review and comment on this project. If we can be of further assistance, please advise. DIS/lp cc: Ms. Stephanie Goudreau, Mt. Region Habitat Biologist Mr. Micky Clemmons, District 9 Fisheries Biologist Mr. Joffrey Brooks, District 9 Wildlife Biologist Mr. Allen Ratzlaff, USFWS, Asheville 1,?• John Dorney, DEM Mr. David Baker, USACOE, Asheville Department of State of North Caroli Environment, Health, at Asheville Regional Office James G. Martin, Governor Ann B. Orr William W. Cobey, Jr., Secretary Regional Manager DIVISION OF ENVIRONMENTAL MANAGEMENT WATER QUALITY SECTION March 3, 1992 MEMORANDUM TO: John Dorney THROUGH: Forrest R. Westall FROM: Kerry S. Becker #Jso SUBJECT: 401 Certification for Action I.D. 199200466 Chuck Lingerfelt Polk County The above referenced certification site was inspected March 2, 1992 to determine whether a 401 certification should be issued for one existing check dam and for the proposed construction of another check dam in Hoopers Creek. The average depth of the creek is approximately 1 foot with 3 to 4 feet high steep banks. The surrounding land consists primarily of hardwood forest some of which that has had undergrowth removed and replanted with grass. A portion of the land on the south side of the creek is used as pasture land and is currently being grazed. The existing check dam has a small channel in the top center of it allowing the creek to overflow. There is, in addition to the center channel, creek water overflowing the dam at one side via a natural spillway. The two lower ponds which are fed by the creek each have pipe stands that allow water to return to the creek approximately 150' and 200' respectively below the existing check dam. The check dam has raised the level of the creek behind it to a depth of approximately 4 feet resulting in the creation of a small wetlands area on the south side of the creek. Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone 704251-6208 ???tyf. 'Y VC.4((11 ~ D An Equal Opportunity Affirmative Action Employer ,P.a Two John Dorney March 2, 1992 The water level behind the existing check dam begins to decrease returning to its original flow condition at approximately 600' (near the edge of the grassed area) upstream of the check dam. The construction near this point of a smaller check dam raising the water level from 15" to 18" should not cause any harm to the creek or to the surrounding land. Material taken from the banks of the creek to be used for the construction of the smaller check dam may result in the destabilization of those creek banks with subsequent erosion and loss of sediment to the creek. The Asheville Regional Office recommends issuing a 401 certification for the above referenced check dams based upon two conditions: 1. That provisions are made to ensure that enough water is allowed to bypass or overflow the check dams to protect the aquatic life downstream as well as any other downstream uses, and 2. That good sediment and erosion control measures such as sediment screens, bank stabilization, and any other measures minimizing sediment loss to the stream are implemented. If you should have any further questions, please feel free to call me. ?'V Vc4 State of North Carolina Department of Environment, Health, and Natural Resources Division of Coastal Management 225 North McDowell Street • Raleigh, North Carolina 27602 James G. Martin, Governor Roger N. Schecter William W. Cobey, Jr., Secretary Director January 27, 1992 MEMORANDUM TO: Dr. George T. Everett, Director Division of Environmental Management FROM: John R. Parker, Jr. Inland "404" Coordinator SUBJECT: "404" Project Review The attached U.S. Army Corps of Engineers Public Notice for Action No. 199200466 dated January 16, 1992 describing a project proposed by Charles C. Lingerfelt is being circulated to interested state agencies for comments on applicable Section 404 and/or Section 10 permits. Please indicate below your agency's position or viewpoint on the proposed project and return this form by February 14, 19492. If you have any questions regarding the proposed project, please contact me at 733-2293. When appropriate, in-depth comments with supporting data is requested. REPLY This office supports the project proposal. No comment. Comments on this project are attached. This office objects to the project as proposed. Signed Date P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 919-733-2293 An Equal Opportunity Affirmative Action Employer DEPARTMENT OF THE ARMY Wilmington District, Corps of Engineers Post Office Box 1890 Wilmington, North Carolina 28402-1890 Action ID. 199200466 January 16, 1992 PUBLIC NOTICE CHARLES C. LINGERFELT III, POST OFFICE BOX 492, TRYON, NORTH CAROLINA 28782 has applied for an after-the-fact Department of the Army (DA) permit TO RETAIN FILL MATERIAL DISCHARGED INTO HOOPER CREEK FOR A CHECK DAM AS WELL AS TO DISCHARGE ADDITIONAL MATERIAL FOR AN INTAKE STRUCTURE AT HIS PROPERTY LOCATED OFF COLLINSVILLE ROAD JUST NORTHEAST OF LANDRUM, SOUTH CAROLINA in Polk County, North Carolina. This public notice does not imply, or other agencies, either favorable or performed; but it is issued to solicit which a final decision will be based. the outcome of this consideration. on the parts of the Corps of Engineers unfavorable opinion of the work comments on the factors listed above on Legal action has been suspended pending The following description of the work is taken from data provided by the applicant's agent and from observations made during an onsite visit by representatives of the Corps of Engineers. Plans submitted with the application show the discharge of approximately 18 cubic yards of fill, consisting of shot rock, on-site boulders, and creek gravel, within a 12-foot long, 10-foot-wide by 4-foot-high check dam. The proposed intake dam, located approximately 700 feet upstream, is to consist of 2.5 cubic yards of existing creek rock within a 15-foot-long, 3-foot-wide by 18-inch-high area. The intake dam is to raise the creek level to supply an existing pool and pond before returning to Hooper Creek. The downstream check dam was constructed to create a whitewater effect and to create an area for fish stocking near the applicant's future homesite. An existing dam/intake structure, upstream of the check dam, is to be completely removed from the creekbed upon approval of the requested intake structure. 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 DA permit will be issued until the coordinated State viewpoint on the proposal has been received and reviewed by this agency, nor will a DA permit be issued until the North Carolina Division of Environmental Management (DEM) has determined the applicability of a Water Quality Certificate as required by PL 92-500. This application is being considered pursuant to Section 404 of the Clean Water Act (33 U.S.C. 1344). Any person may request, in writing within the .W-- IV -2- 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. 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, based on available information, is not aware that the proposed activity will 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. ?eL.?dZ N'No,?A1_ T6?bxoO 1'I'J=ll-J-cIN n e,191 00 1.N?1"1dd`d /t\ f/1LI,t IV J /1 I?s(O 1`tOtl`d"t'1d1tiN t ? ?1? 'd?dW alrld`dal?d013'I?Nd2t4dt'l? NdWNI '.nNl w of .s,,,,?vn --awnos, ?itwl? pan wi'1Ad1i*lr1 wcrj A 0711W 6's St -aL* W ?,.uNnin HJ--AON ;3a?oJed g3Yo?t % _ ll i? ,lUt'ii e9f ??E??,•. ( :? ? ,! _•? oc? ??.??. J?? ???t 511/r-?.l,? F= ? ?R1?dhewp uOS?a7 \ y2V ? \ [ ? •?\ . Wpm.' ..:.??/? ., `? ?, r .??d `/ _ 1 • rte. I aih ?sutltaJ .' Ise OA -.?,t\ I•'?' ? 1;? IC6 )? \ 0a ? , a9 u?44? • cT 0/ ?' ¢. l ?\ X11 1 loo t l ? _? • tat r I. 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AvEF-#,6E Wa-r? VEPM.44 INLET A/\ .l lI 140OPEtF, C.i?EK EX15TI NG CHECAC MAIM GON01,91TING OF INAar 120GK, ON OrM BOULDERS, My C Kpt7I'TOM &F,AVeL_. 01"wNG 10' WIVE, 4-'HI(iN). , AVFAP,&C, WATT VLVSP''fH:241 G14UX M&M NNSTA•LLAT1oN I4C)OPEF- GgEEK 1OLAC GOUmlY, NC _ l _ U t?lGt=.tZFEa.T _ :::_ ?O?C?192 'T1ZYOtil, N Ci 2??52 PATE : 12®?-91 -OHME,T.- 2 OF 3 r WA'MK 4URFACZ, 4:4 I*-let GfEx.lc- DoTrOM s FX12TtN& GHE r- DAM GON?1sTtNle OF SHOT R.oocy, oN SITE ?o ULDERS, AND c?Ek BOTTOM GRA?ril. . WA1'Mf-1VrZF.&-M1z6UG4 DAM noWS OVE?Iz OWLY I?U?[tJ? HEA?/`f S-1-OtZMS. 17A? is t2' + L.OtitC?. ??1?T1 N? C.l-I??-K DAM WT o'. i WA-itx- Islugp^m lpp FLOW UZEr-K 1' .JEt7 eAECk- tit UV NN G ON 41TF 90ULM9S AtD SOTrOM GRAVE,. I5 : LON& PhOpOSW C, 4rLle- PikM N.T.S. 60e6K 17AM Uv15TA41.A?1ON HOOPER GtZeEK MOT TO lc,aC.ALE FOLK Couml Y, NG _ APPt.I CANT C?-IAR,L?s LltilCsEiZFEL"r PC4g2 TV-YOM, PIG 2a7 &2 12- 20-91 !HEZT ' $ OF 3 Aft DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402-1890 IN REPLY REFER TO Regulatory Branch Action ID. 199200466 January 27, Mr. John Dorney Water Quality Section Division of Environmental Management North Carolina Department of Environment, Health and Natural Resources Post Office Box 27687 Raleigh, North Carolina 27611-7687 Dear Mr. Dorney: 1992 Enclosed is the after-the-fact application of Charles Lingerfelt, for Department of the Army authorization and a State Water Quality Certification to retain fill and to discharge additional fill in Hooper creek at his property located off Collinsville Road northeast of Landrum, South Carolina, in Polk County, North Carolina. Your receipt of this letter verifies your acceptance of a valid request for certification in accordance with Section 325.2(b)(ii) of our administrative regulations. 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. A Department of the Army permit will not be granted until the certification has been obtained or waived. In accordance with our administrative regulations, 60 days after receipt of a request for certification is a reasonable time for State action. Therefore, if you have not acted on the request by March 27, 1992, the District Engineer will deem that waiver has occurred. Questions or comments may be addressed to David Baker in our Asheville Regulatory office at (704) 259-0856. Sincerely, ZG, ne Wri t Chief, Regulatory Branch Enclosure