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PROPERTY OF: APPROXIMATELY 7,200 C.Y. ?? ?. CRESCENT RESOURCES. INC MATERIAL TO BE REMOVED FROM LAKE BY TRACK HOE S 1 DB-5383 PG-0001 001 AND PLACED FOR LANDSCAPE DO-5597 PG-0 BERMS ALONG GOLF HOLES. I SITE ?? t Go VICINITY MAP Air 900 1 \\. 1 \ \ -760 \\ \' ?? `? ROPERTY LINE \ 1, "a -- MLW PROPOSED BULKHEAD WATER LINE I LAKE NORMAN L I CONTOURS ARE BASED ON NORTH MHWI I • AMERICAN VERTICAL DATUM 1929 00 c? WATER LINE PROPOSED BULKHEAD - LINE LINE LEGEND LENGTH OF PROPERTY LINE BULKHEAD WATER LINE 1100 FT. - -CONTOUR LINE BULKHEAD MEAN HIGH WATER (MHW) • • • MEAN LOW WATER (MLW) 150 75 0 150 300 450 SCALE IN FEET LEMLEY TOWNSHIP MECKLENBURG, CO. N.C. CRESCENT RESOURCES, INC. 1300 WACHOVIA CENTER CHARLOTTE. N.C. 28230 JANUARY 25. 1990 / SHEET I OF f2 SEE SHEET 5 & 6 FOR DETAILS AND BULKHEAD SECTION. CONCORD ENGINEERING do SURVEYING. INC. 45 SPRING STREET SW CONCORD, N.C. 28025 J08489-11-31 a PROPERTY OF: CRESCENT RESOURCES, INC 08-5383 PG-0001 DB-5597..PG-0483 ? N ? 01VE y ' Go ) o VICINITY MAP 00 Io, PROPOSED BULKHEAD PROPERTY U? MHW I 1 ° ? ?? ? \ 1 I ? ? 1 WATER UNE? ? I LAKE NORMAN WATER LINE APPROXIMATELY 10,000 C.Y. ?S MATERIAL TO BE REMOVED ° CONTOURS ARE BASED ON NORTH FROM LAKE BY TRACK HOE AMERICAN VERTICAL DATUM 1929 AND PLACED FOR LANDSCAPE BERMS ALONG GOLF HOLES. ?y1 MLW LENGTH OF LEGEND BULKHEAD 1375 FT. PROPERTY LINE - WATER LINE -CONTOUR LINE ?- BULKHEAD ° MEAN LOW WATER (MLW) MEAN HIGH WATER (MHW) 150 75 0 130 300 450 SCAIE IN FEET PROPOSED BOL MM LEMLEY TOWNSHIP MECKLENBURG, CO. N.C. CRESCENT RESOURCES, INC. 1300 WACHOVIA CENTER CHARLOTTE, N.C. 28230 JANUARY 25, 1990 SHEET & OF S2 SEE SHEET 5 & 6 FOR DETAILS AND BULKHEAD' SECTION. vN4_ CONCORD ENGINEERING do SURVEYING. INC. 45 SPRING STREET SW CONCORD, N.C. 28025 JOB #89-II-31 r i 0 PROPERTY OF: CRESCENT RESOURCES. INC DB-5383 PG-0001 DB-5597 PG-0483 i w ! SITS ' 1 ? ? c Go j do A9 / I 1 ROPOSED BULKHEAD / / ??• •?` ' I WATER LINE MLW MHW PROPERTY LINE ' In N LAKE NORMAN ROPERTY LINE APPROXIMATELY 12,000 C.Y. MATERIAL TO BE REMOVED FROM LAKE BY TRACK HOE AND PLACED FOR LANDSCAPE BERMS ALONG GOLF HOLES. LEGEND LENGTH OF PROPERTY LINE BULKHEAD -WATER LINE 719 FT. - -CONTOUR LINE BULKHEAD . • MEAN LOW WATER (MLW) - - MEAN HIGH WATER (MHW) 150 75 0 150 300 450 SCALE IN FEET VICINITY MAP ?w? 4 c2 it v? z.. CONTOURS ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1929 PROPOSED BULKHEAD LEMLEY TOWNSHIP MECKLENBURG. CO. N.C. CRESCENT RESOURCES, INC. 1300 WACHOVIA CENTER CHARLOTTE. N.C. 28230 JANUARY 25. 1990 //__ SHEET I OF s SEE SHEET 5 do 6 FOR DETAILS AND BULKHEAD SECTION. CONCORD ENGINEERING & SURVEYING. INC. 45 SPRING STREET SW CONCORD, N.C. 28025 JOB #89-II-31 PROPERTY OF: , CRESCENT RESOURCES. INC DB-5383 PG-0001 DS-5597 PG-0483 Y U?S Re- Are Ilool I 1 ? - 760 S TE 1 CD, Yom O."s. VICINITY MAP PROPOSED LINE U? Zv '-? WATER LINE MHW '752 0 LAKE NORMAN ? ? ` '752 ?0 WATER LINE PROPERTY LINE APPROXIMATELY 10,000 C.Y. MATERIAL TO BE REMOVED FROM LAKE BY TRACK HOE AND PLACED FOR LANDSCAPE BERMS ALONG GOLF HOLES. LEGEND LENGTH OF PROPERTY LINE BULKHEAD -WATER LINE 841 FT. - -CONTOUR LINE -- BULKHEAD ' MEAN LOW WATER (MLW) - MEAN HIGH WATER (MHW) 150 75 0 150 300 450 SCALE IN FEET CONTOURS ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1929 PROPOSED BULKHEAD LEMLEY TOWNSHIP MECKLENBURG, CO. N.C. CRESCENT RESOURCES, INC. 1300 WACHOVIA CENTER CHARLOTTE. N.C. 28230 JANUARY 25, 1990 SHEET -i OF b SEE SHEET 5 do 6 FOR DETAILS AND BULKHEAD SECTION. CONCORD ENGINEERING & SURVEYING. INC. 45 SPRING STREET SW CONCORD. N.C. 28025 JOB #89-II-31 k i1 V TYPICAL ELEV4TIONV NO SCALE BULKHEAD ELEVATION PROPOSED BULKHEAD LEMLEY TOWNSHIP MECKLENBURG, CO. N.C. CRESCENT RESOURCES, INC. 1300 WACHOVIA .CENTER CHARLOTTE, N.C. 28230 JANUARY 25, 1990 CONCORD ENGINEERING & SURVEYING. INC. 45 SPRING STREET SW CONCORD. N.C. 28025 SHEET S OF ?L JOB #89-II-31 SHEET -L OF G JOB #89-II-31 "ift . TYPICAL BULKHEAD SECTION NO SCALE PROPOSED BULK OD LEMLEY TOWNSHIP MECKLENBURG. CO. N.C. CRESCENT RESOURCES, INC. 1300 WACHOVIA CENTER CHARLOTTE, N.C. 28230 JANUARY 25, 1990 CONCORD ENGINEERING do SURVEYING. INC. 45 SPRING STREET SW CONCORD, N.C. 28025 4 DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS _ P.O. BOX 1890 y/ WILMINGTON, NORTH CAROLINA 28402-1890 ?•,? February 15, 1990 IN REPLY REFER TO Regulatory Branch SUBJECT: File No. CESAW-C090-N-060-0153 Mr. William Mills Division of Environmental Management North Carolina Department of Environment, Health and Natural Resources Post Office Box 27687 Raleigh, North Carolina 27611-7687 Dear Mr. Mills: Enclosed is the application of Mr. Dale Pearson, agent for Crescent Resources, Incorporated for a Department of the Army permit and a State Water Quality Certification to place excavated/fill material in Lake Norman to construct bulkhead with backfill at a planned golf course and residential development near Cornelius, Mecklenburg 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 authorization of 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 considered a reasonable time for State action. Therefore, if your office has not acted on the request by April 16, 1990 the District Engineer will deem that waiver has occurred. Questions or comments may be addressed to Mr. Steven Lund, telephone (704) 259-0857. Sincerely, tne Wri t cti Chief, Regulatory Branch Enclosure -2- Copies Furnished (without enclosure): Mr. John Parker Division of Coastal Management North Carolina Department of Environment, Health and Natural Resources Post Office Box 27687 Raleigh, North Carolina 27611-7687 0461 U,•trlopnnw G 0,11shvr(inn 1lan,q(7n(Wt C,onsul(unts PEARSON A), January 23, 1990 Mr. Steve Lund U.S. ARMY CORPS OF ENGINEERS Wilmington District Regulatory Field Office 37 Battery Park Avenue, Room 75 Asheville, North Carolina 28801 Re: "The Peninsula" Lake Norman, Mecklenburg County, NC Dear Sir: Pursuant to our recent site meeting of Wednesday, January 10, 1990, for the purpose of delineating any jurisdictional wetlands in the areas of proposed construction on the referenced project, please accept this letter as confirmation of my understanding of the following: 1) It has been determined that proposed construction activities on the referenced project is not in conflict with any wetlands areas and the owner is authorized to proceed with construction. 2) Should the owner, at his discretion, determine that wetlands creation and/or enhancement in various areas on the site is financially feasible, 'the owner is authorized to proceed with said wetlands creation/ enhancement plans, provided that no discharge of fill is involved. 3) Owner is authorized, under the conditions of Department of the Army "General Permit", to proceed with proposed shoreline bulkheading, not to exceed 500 linear feet or excessive encroachment beyond the jurisdictional line (760 Line) as stipulated by said "General Permit". 9125 Hood Road Charlotte. NC 18215 (7041563-2023 Mr. Steve Lund .U.S. ARMY CORPS OF ENGINEERS "The Peninsula" January 23, 1989 Page 2 4) Upon receipt of this letter and the enclosed permit application for shoreline bulkhead stabilization, the Corps of Engineers shall promptly process said application which requires public notice for a period of 30 days. Should no public hearings be required as a result of said public notice, then the permit shall be issued to the owner as promptly as possible by the Corps of Engineers to proceed with the remaining bulkhead exceeding the 500 linear feet allowed under the "General Permit". Total duration of the public notice and permitting process is, typically, 45 to 60 days. Should your understanding of the aforegoing differ from that stated or additional information need be included, please respond to the undersigned at your earliest convenience. I thank you for your time and valued input to our efforts in meeting with us and look forward to your reply. Your cooperation in this matter is greatly appreciated. Res c 4 tful1y?Submitted,, Dale+E.:P-eArson, President PEAASON DEVELOPMENT SERVICES COMPANY Enclosure DEP/bgj cc: Mr. Lannie Hopper - Crescent Resources, Inc. Mr. Jim Kirkendoll - Crescent Resources, Inc. Mr. Bob Dienst - Crescent Resources, Inc. Mr. Dale Stewart - Land Design Engineering Services Mr. Art Oldham - Oldham Planning & Design Assoc. A!'1'L IC G 1ON FOR fERM1T TO EXCA\ ATE AN:)/0;z FILL u A T r -Z I:AL;TY CI R71FJC kTI0N S COVERED BY WATER CAM,A PERMIT FOR DEVELOPMENT EASEMENT IN L.AN: Depanment of Administration state of No-.h Carolina Depa^.ment of the Army lCS 1161^) ' -Department of KatlJral Resour.es and Community Dc.clopmenl Corps of Enginec-%, N'llminston District (CS :1::29, «:15.3(:)(11.:?3•..5.3(c), 113A•ltb (_. CFR :C9..20•._°) Pltttse type or print and fill in all banks. If inforr.:tion iS not a;pfic.;ible, so indicate by placing N/A in Yank. 1. Applicant Information A. Name C?=SC=n*r-Cr7*Tpr=c rt\,r Last r"first Middle B. Acdras C l-) : t ?Cnnt n:1rT nDna-r,,m cc»rTr,^c CO 912-5 Hood Rc?_ Street, P. O. Box or Route C';=r1ot`? N- ?0)1 ; f7rld l :44 a ?c City or Town State Zip Code Phone 11. Location of Proposed Project: A. County B. 1. City, toMn, community or aridmark °tt07 Dpni ncT,l Tpt ?T ?r-^,?n .f-9 ? F ?. -71 2. Is propcsed work within city limits? Yes No v NC C. Creek, river, sound or bay upon which project is located or nearest named body of A zt:r to proitrct T Z1 T?1Dr-Ti?7 M?n1f1 p tllnr? r.?„-y? \r n? -?? ('or^1 ; -e 111. Description of Project ' A. 1. n"ainicnance of existing project N/A 2. New work Shoreline Stabilization Bulkheading S. Purpvsc of cxca%aliun or fill 1. Acce?% channel N/A I<•n6'tI1wiJth Jepth 2. 8o.1t b.ttin INCA length width Jcath 3. Fill arca NSA length width death 4. Othcr 3'-,2.1 L ti=ad length 4900 LF width Vari-32 depth Yaries (see 3tt2ch9a d°t°i l C. I. Bulkhead Icng:h CctOD r Average distance waterv.•ard of MHW (shoreline) Dr t0 101 2. Type of bulkh_ad construction (material) m.- *?a Knr; ap m;...%-,- ('See ` ttaC')?:3 detail) D. Excavated material (total for project) 1. Cubic yards Estimate 39000 Cy 2. Type of material 2121` I'd Send E. Fill matcriil to be placed below MHW (sec also V1. A) 1. Cubic yards =Stimate 5700 CY 2, Type of materiel SI-1-t-a1 M 11 IV. Land Type, Disposal Area, and Construction Equipment: A. Dues the area tv be excavated include any ma-sh:and, swampy or other wetland? Yes No X S. Doss the disposal area include any marshland, swamps or other wetland? Yes No X C. Disposal Area 1. Lo=ation Or1-ai to 2. Do you claim title to disposal area? -k.'* D. Fill material source if fill is to be trucked in N/A E. How will excavated material be entrapped and erosion controlled? In accon-imn- vii-}n Mryt-61 Cori martt rr,r,t•-.,1 DoT,; ,-o?,??? (c;1 r fencing n? Rig Rap check dams if recuired ) I . I ype of equipment to be uscJ 3ackhoe ' XcaVator, Di 1 o Teri trey, =.,.a 3,0 1 G. Will marshland be crossed in transporting equipment to project site? If yes, explain No F•81' in/1"t.- V. lnter+i-d L'sr of Proicri Arta A. 1. Prig::e w• ; 2. C?mme.cial ^/n 3. housing Devclopmcnt or Industrial NSA 4. other :E?7 Ct mill con-ist of a.n 13 hzle self co'-'-se, and Si'lzle family resi521ti_- d?Velo? 1e :L, ?rop=sed ?L`11:'1cdC5 are Zo y aro''_'no G r5 c2 }. IlI t.o;: 2 for S do]dC2:ice to i:cterfront areas Of T,-e No: 7,a?n.. See att.=Coed 13. 1. Lot size(s) /B 2. Elcyation of lot(s) above mean high water Too of b:alLhead el e =ti on to '.}3 7E2' 3. Soil type and texture Red Clev 4. Type of building facilities or structures i?'?*or° .1t ?+•1 i-?=?:c 5. SeM•age disposal and/or Arita M•aler treatment A. Existing Y22 Planned No 9. Describe N/A 6. 'Land Cz!sification'(circle one) DEVELOPED TRANSITIONAL COMMUNITY RURAL CONSERVATION 0THiER NSA ;See CAA;A Local Land Use Plan Sync si.) VI. Pertaining to Fill and 14':ter Quality: A. Does dhe proposed project involve the p.acement of fill materials below mean high Mater? Yes Y No (3ulkhead 9. I. Will any runoff or discharge enter ad;aeent waters as a result of project activi;y or planned use of the t_ };, area. foflowing projec: completion? Yes-No X 2. Type of discharge *?^^- 3. Location of discharge ??T?A V11. Present rase of shoreiine erosion (if known): None VIIL List pen-tit numbers and issue dates of previous Depa, ;r.-?ent of Army Corps of Engineers or State permits for work in project area, if appli=ble: NSA IX, Leng-.h of tiro required to complete project: 50 d°_v5 X. In addition to the completed application form, the following items must be provided: A. Attach a t:opy of the deed (with State application only) or other instrument under which applicant c,aims title to the affected property. OR if applicant is not claiming to be the owner of said property, then forward a copy of the de-_d or other instrument under which :!'he'cwner claims title plus written permission from the owner to carry out Lhe project on his land. 9. Attach an accurate work plat dawn to scale on 815 X l 1" white paper (see instruction booklet for details). Note: Original drawings preferred - only high quality copies accepted, • C. A copy of the application and plat must be served upon adiacent riparian landowners by registered or certified nail or by publication (G.S. 113-_29 (d))Enter date served NSA D. List names and complete addresses of the riparian landowners with propemy adjoining applicant's. Such owners have 30 days in which to submit comments to agencies listed below. . Mr. Wade Harmon, DUKE PaNZ- 11 COt (owner of Lake Norman) P.O. Box 33189 Charlotte-1 WC -28242= X1. Certifi=Lion requirement: I certify that to the best of my knowledge, the proposed activity , xnplies with the State of North Carolira's approved czastal management program and will be conducted in a manner consistent with such progmm, X11. Any permit issued pursuant to this application will allow only tree development.described in this appli. cation and plat Applicants should therefore describe in the application and pfit all anticipated"devel- opment activities, including construction, excavation, filling, and land clearing; l DATE - - Applicant's Signature DiF.g? ter., to?» SEE REVERSE SIDE FOR MAILING INSTRUCTIONS PROPERTY OF: CRESCENT RESOURCES. INC 08-5383 PG-0001 08-5597 PG-0483 APPROXIMATELY 7,200 C.Y. MATERIAL TO BE REMOVED FROM LAKE BY TRACK HOE AND PLACED FOR LANDSCAPE BERMS ALONG GOLF HOLES. SIT, _Co1RSE- j 6 G? VICINITY MAP 110 .•?? \\ \ \\. ; \ \ -760 1: I *a-MLW PROPOSED \ 11'r, BULKHEAD / / I I • I LAKE NORMAN WATER LINE I LINE ,if ?t 52 c3 MHWI I . AMERIICAN VERTICAL DED ON ATUM 1I929H 1 ' `WATER LINE ?r BULKHEAD LINE LEGEND LENGTH OF PROPERTY LINE BULKHEAD WATER LINE 1100 FT. CONTOUR LINE BULKHEAD MEAN HIGH WATER (MHW) • • • MEAN LOW WATER (MLW) 130 75 0 150 300 450 SCALE IN FEET L.EMLEY TOWNSHIP MECKLENBURG, CO. N.C. CRESCENT RESOURCES, INC. 1300 WACHOVIA CENTER CHARLOTTE. N.C. 28230 JANUARY 25. 1990 SHEET -L OF SEE SHEET 5 & d FOR DETAILS AND BULKHEAD SECTION. CONCORD ENGINEERING do SURVEYING. INC. 45 SPRING STREET SW CONCORD, N.C. 28025 J08489-11-31 PROPERTY OF; J ...CRESCENT RESOURCES. INC DB=8383 PG-0001 ?08-5507..-.. PG-0483 i; .. .. • ?we 0y C? SE yo G) l? ( VICINITY MAP DO -MHW I \ \\ \ 1 PROPOSED BULKHEAD v ? ? ?? PROPERTY UNE WATER LINE ? I LAKE NORMAN ? WATER LINE APPROXIMATELY 10.000 C.Y. ? CONTOURS ARE BASED ON NORTH ?s? MATERIAL TO BE REMOVED FROM LAKE BY TRACK HOE AMERICAN VERTICAL DATUM 1929 AND PLACED FOR LANDSCAPE BERMS ALONG GOLF HOLES. MLW PROP06ED BULKHEAD LENGTH OF LEGEND LEMLEY TOWNSHIP BULKHEAD MECKLENBURG, CO. N.C. 1375 FT. PROPERTY LINE -WATER LINE CRESCENT RESOURCES. INC. -CONTOUR LINE 1300 WACHOVIA CENTER ---- BULKHEAD CHARLOTTE. N.C. 28230 • • MEAN LOW WATER (MLW) JANUARY 25, 1990 MEAN HIGH WATER (MHW) SHEET L OF 130 75 0 130 300 450 SCALE W FEET vhf- SEE SHEET 5 & 6 FOR DETAILS AND BULKHEAD SECTION. CONCORD ENGINEERING & SURVEYING. INC. 45 SPRING STREET SW CONCORD. N.C. 28025 JOB #89-II-31 I PROPERTY OF.. CRESCENT RESOURCES. INC DB-5383 PG-0001 DB-5597 PG-0483 ?0? j l Alo lI ?? 1 ?t ../ // ?/ r / ' ' • I ROPOSED C ? / , / I BULKHEAD WATER LINE / r' •• •• ?- MLW MHW PROPERTY LINE ^ N' LAKE NORMAN ROPERTY LINE APPROXIMATELY 12,000 C.Y. MATERIAL TO BE REMOVED FROM LAKE BY TRACK HOE AND PLACED FOR LANDSCAPE BERMS ALONG GOLF HOLES. LEGEND - LENGTH OF PROPERTY LINE BULKHEAD -WATER LINE 719 FT. - -CONTOUR LINE -- BULKHEAD • • • MEAN LOW WATER (MLW) - - MEAN HM WATER (MHW) 130 75 0 150 300 450 SCALE IN FEET r ? i15' ftlw?'Ns IT:. ./ "a .,I VICINITY MAP z? CONTOURS ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1929 PROPOSED BUIKHm LEMLEY TOWNSHIP MECKLENBURG, CO. N.C. CRESCENT RESOURCES. INC. 1300 WACHOVIA CENTER CHARLOTTE. N.C. 28230 JANUARY 25. 1990 SHEET 3 OF S SEE SHEET 3 & 6 FOR DETAILS AND BULKHEAD SECTION. CONCORD ENGINEERING & SURVEYING. INC. 45 SPRING STREET SW, CONCORD. N.C. 28025 JOB #89-II-31 t PROPERTY OF: CRESCENT RESOURCES. INC ?'. DO-5383 PG-0001 , DO-5597 PC-0483 &U?s ti ?d f11.?04,4C- A'8 ° Q.? / J PROPOSED Q BULKHEAD E L jDj,y VICINITY MAP ROPERTY LINE I ` \ 760 \ 1 1-? WATER LINE MHW `1 1 '732 0 •752 LAKE NORMAN WATER LINE 12 U i.. PROPERTY UNE CONTOURS ARE BASED ON NORTH APPROXIMATELY 10,000 C.Y. AMERICAN VERTICAL DATUM 1929 MATERIAL TO BE REMOVED FROM LAKE BY TRACK HOE AND PLACED FOR LANDSCAPE BERMS ALONG GOLF HOLES. F? BUUCHF?D LEMLEY TOWNSHIP LEGEND . LENGTH OF PROPERTY LINE BULKHEAD -WATER LINE 841 FT. - -CONTOUR LINE BULKHEAD . MEAN LOW WATER (MLW) MEAN HIGH WATER (MHW) 150 75 0 150 300 430 SCALE IN FEET MECKLENBURG, CO. N.C. CRESCENT RESOURCES, INC. 1300 WACHOVIA CENTER CHARLOTTE. N.C. 28230 JANUARY 25, 1990 SHEET I OF 10 SEE SHEET 3 & 6 FOR DETAILS AND BULKHEAD SECTION. CONCORD ENGINEERING do SURVEYING. INC. 45 SPRING STREET SW CONCORD. N.C. 28025 JOB #89-II-31 I TYPICAL ELEVATION NO SCALE BULKHEAD ELEVATION PROPOSED BULKHEAD LEMLEY TOWNSHIP MECKLENBURG. CO. N.C. CRESCENT RESOURCES. INC. 1300 WACHOVIA -CENTER CHARLOTTE, N.C. 28230 JANUARY 25. 1990 CONCORD ENGINEERING & SURVEYING. INC. 45 SPRING STREET SW CONCORD, N.C. 28025 SHEET S OF 12 JOB #89-II-31 SHEET -.OF (b JOB #89-II-31 EL. 780 HWL EL 758 TYPICAL BULKHEAD SECTION NO SCALE PROPOSED BIJLMM LEMLEY TOWNSHIP MECKLENBURG, CO. N.C. CRESCENT RESOURCES, INC. 1300 WACHOVIA CENTER CHARLOTTE, N.C. 28230 JANUARY 25, 1990 CONCORD ENGINEERING do SURVEYING. INC. 45 SPRING STREET SW CONCORD, N.C. 28025 SHEET -L OF (o JOB #89-11-31 TYPICAL BULKHEAD SECTION NO SCALE PROPOSED BULKHEAD LEMLEY TOWNSHIP MECKLENBURG, CO. N.C. CRESCENT RESOURCES, INC. 1300 WACHOVIA CENTER CHARLOTTE, N.C. 28230 JANUARY 25, 1990 CONCORD ENGINEERING do SURVEYING. INC. 45 SPRING STREET SW CONCORD, N.C. 28025 s. BULKHEAD SECTION TYPICAL SECTION NO SCALE PROPOSED BULKHEAD LEMLEY TOWNSHIP MECKLENBURG, CO. N.C. SHEET _ OF - JOB #89-II-31 CRESCENT RESOURCES, INC. 1300 WACHOVIA CENTER CHARLOTTE, N.C. 28230 JANUARY 25, 1990 CONCORD ENGINEERING & SURVEYING, INC. '. c ,. .?? `, .. •i?'"' is :. Z DEPARTMENT OF THE ARMY Wilmington District, Corps of Engineers Post Office Box 1890 ?- Wilmington, North Carolina 28402-1890 CESAW-C090-N-060-0153 February 22, 1990 PUBLIC NOTICE DALE E. PEARSON, PEARSON DEVELOPMENT SERVICES COMPANY, 9125 Hood Road, Charlotte, North Carolina 28215, agent for Crescent Resources, Incorporated has applied for a Department of the Army permit TO CONSTRUCT APPROXIMATELY 4,800 LINEAR FEET OF BULKHEAD WITH BACKFILL ON PORTIONS OF THE SHORELINE AT A GOLF COURSE AND RESIDENTIAL HOUSING DEVELOPMENT ON LAKE NORMAN, near Cornelius, Mecklenburg County, North Carolina. The following description of the work is taken from data provided by the applicant and from observations made during an onsite visit by a representative of the Corps of Engineers. Plans submitted with the application show the proposed construction and backfill of a total of 4,800 linear feet of treated wood bulkhead along the shoreline of Lake Norman at "The Peninsula" development off Jetton Road. Segments of shoreline at the heads of four small coves ranging in length from 719 feet to 1,375 feet would be stabilized. The proposed bulkhead would be aligned an average distance of 5 feet and a maximum of 50 feet waterward of the ordinary high water line (OHW) at three of these locations. The proposed construction at golf course hole number 9 would place the bulkhead a maximum distance of 150 feet waterward of OHW. A total of approximately 5,700 cubic yards of backfill would be placed below the OHW elevation. No vegetated wetlands would be affected by the proposed work. The purpose of the work is to stabilize, elevate and build up portions of the shoreline adjoining golf course greens. 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. 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. 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 0 -2- constitutes the extent of cultural resource investigations by the District Engineer, and he is otherwise unaware of the presence of such resources. Presently, unknown archaeological, 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, flood plain values, 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. 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. . 'h, rA X -3- Generally, the decision whether to issue this Department of the Army permit will not be made until the North Carolina Division of Environmental Management (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 Department of the Army permit serves 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, North Carolina Division of Environmental Management, 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 North Carolina Division of Environmental Management plans to take final action in the issuance of the Clean Water Act certification on or after April 13, 1990. All persons desiring to make comments regarding the application for Clean Water Act certification should do so in writing delivered to the North Carolina Division of Environmental Management, Post Office Box 27687, Raleigh, North Carolina 27611-7687, on or before April 9, 1990, Attention: Mr. William Mills. Written comments pertinent to the proposed work, as outlined above, will be received in this office, Attention: Mr. Steven Lund, until 4:15 p.m., March 19, 1990, or telephone (704) 259-0857. PROPERTY OF: APPROXIMATELY 7,200 C.Y. CRESCENT RESOURCES. INC MATERIAL TO BE REMOVED „? FROM LAKE BY TRACK HOE 08DB--558 3 PG538PG--0 001 001 0 AND PLACED FOR LANDSCAPE • ? BERMS ALONG GOLF HOLES. SITE I YID ; js-'r'` ? o,CoJRS G? VICINITY MAP -760 ROPERTY LINE PROPOSED •---MLW BULKHEAD I LAKE NORMAN WATER LINE i opn U z.. ` I CONTOURS ARE BASED ON NORTH MHWI I • AMERICAN VERTICAL DATUM 1929 `b d ' `WATER LINE it PROPOSED BULKHEAD LINE LEGEND LENGTH OF PROPERTY LINE BULKHEAD _ WATER LINE 1100 FT. -CONTOUR UNE - 'BULKHEAD MEAN HIGH WATER (MHW) • • MEAN LOW WATER (MLW) 150 75 0 150 300 450 SCALE IN FEET LEMLEY TOWNSHIP MECKLENBURG, CO. N.C. CRESCENT RESOURCES, INC. 1300 WACHOVIA CENTER CHARLOTTE. N.C. 28230 JANUARY 25, 1990 SHEET -L OF SEE SHEET 5 k a FOR DETAILS AND BULKHEAD SECTION. CONCORD ENGINEERING & SURVEYING. INC. 45 SPRING STREET SW CONCORD. N.C. 28025 J0191489-11-31 PROPERTY OF: CRESCENT RESOURCES, INC DS-5383 PG-0001 OB-5597.. PG-0483 pN ' ?No ? r C?1 SE ,y ..... r O VICINITY MAP 52 1000, PROPOSED --*-MHW $ I \ \\ 1 BULKHEAD POP PROPERTY LINE WATER LINE I LAKE NORMAN ? WATER LINE APPROXIMATELY 10,000 C.Y. • ?s MATERIAL TO BE REMOVED CONTOURS ARE 9ASED ON NORTH FROM LAKE BY TRACK HOE AMERICAN VERTICAL DATUM 1929 AND PLACED FOR LANDSCAPE AFRUS ALONG GOLF HOLES_ ?b1 • ?MLW LENGTH OF LEGEND BULKHEAD 1375 FT. PROPERTY LINE WATER LINE -CONTOUR LINE BULKHEAD • . . MEAN LOW WATER (MLW) , - MEAN HIGH WATER (MHW) 150 75 0 150 300 450 SCALE IN FEET PROPOSED BULKHEAD LEMLEY TOWNSHIP MECKLENBURG CO. N.C. CRESCENT RESOURCES, INC. 1300 WACHOVIA CENTER CHARLOTTE. N.C. 28230 JANUARY 25, 1990 SHEET tam OF S2 ovNE SEE SHEET 5 & d FOR DETAILS AND BULKHEAD SECTION. CONCORD ENGINEERING do SURVEYING, INC. 45 SPRING STREET SW CONCORD, N.C. 28025 JOB #89-II-31 i PROPERTY OF: CRESCENT RESOURCES, INC DS-5383 PG-0001 DB-5597 PG-0483 O? CO Q?' //rte lE E yob V MLWMH PROPERTY LINE Iln N LAKE NORMAN APPROXIMATELY 12,000 C.Y. MATERIAL TO BE REMOVED FROM LAKE BY TRACK HOE AND PLACED FOR LANDSCAPE BERMS ALONG GOLF HOLES. BULKHEAD WATER LINE LINE VICINITY MAP c? it v CONTOURS ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1929 PROPOSED BUUCHEAD LEGEND LENGTH OF PROPERTY LINE BULKHEAD - WATER LINE 719 FT. - -CONTOUR LINE BULKHEAD • MEAN LOW WATER (MLW) MEAN HIGH WATER (MHW) 150 75 0 150 300 450 SCALE IN FEET LEMLEY TOWNSHIP MECKLENBURG, CO. N.C. CRESCENT RESOURCES, INC. 1300 WACHOVIA CENTER CHARLOTTE, N.C. 28230 JANUARY 25. 1990 SHEET 3 OF IQ SEE SHEET 5 do 6 FOR DETAILS AND BULKHEAD SECTION. CONCORD ENGINEERING do SURVEYING. INC. 45 SPRING STREET SW CONCORD. N.C. 28025 JOB #89-II-31 PROPERTY OF: CRESCENT RESOURCES. INC 08-5383 PG-0001 DB-5597 PO-0483 •Y ? &U?SE\ .. I S TE t V C1 VICINITY MAP PROPOSED BULKHEAD LINE g2 i? ,? I \ J ? -760 WATER LINE \ 1 I MHW ._ N 752 0 •752 LAKE NORMAN eo WATER LINE PROPERTY LINE APPROXIMATELY 10.000 C.Y. MATERIAL TO BE REMOVED FROM LAKE BY TRACK HOE AND PLACED FOR LANDSCAPE BERMS ALONG GOLF HOLES. LEGEND LENGTH OF PROPERTY LINE BULKHEAD -WATER LINE 841 FT. - -CONTOUR LINE BULKHEAD ° MEAN LOW WATER (MLW) MEAN HIGH WATER (MHW) 150 75 0 150 300 450 SCALE IN FEET CONTOURS ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1929 PROPOSED BULKHEAD_ LEMLEY TOWNSHIP MECKLENBURG, CO. N.C. CRESCENT RESOURCES. INC. 1300 WACHOVIA CENTER CHARLOTTE. N.C. 28230 JANUARY 25. 1990 SHEET ?t OF ib SEE SHEET 5 do 6 FOR DETAILS AND BULKHEAD SECTION. CONCORD ENGINEERING & SURVEYING, INC. 45 SPRING STREET SW CONCORD. N.C. 28025 JOB #89-II-31 -,s .' , ,w 0 TYPICAL ELEVATION NO SCALE r BULKHEAD ELEVATION PROPOSED SUIKHDD LEMLEY TOWNSHIP MECKLENBURG. CO. N.C. CRESCENT RESOURCES. INC. 1300 WACHOVIA .CENTER CHARLOTTE, N.C. 28230 JANUARY 25. 1990 CONCORD ENGINEERING & SURVEYING. INC. 45 SPRING STREET SW CONCORD, N.C. 28025 SHEET S OF J08 #89-II-31 SHEET -.OF 6 JOB #89-11-31 A TYPICAL BULKHEAD SECTION NO SCALE PROPOSED SUM, DD LEMLEY TOWNSHIP MECKLENBURG. CO. N.C. CRESCENT RESOURCES, INC. 1300 WACHOVIA CENTER CHARLOTTE. N.C. 28230 JANUARY 25, 1990 CONCORD ENGINEERING & SURVEYING. INC. 45 SPRING STREET SW CONCORD, N.C. 28025 w.11,