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HomeMy WebLinkAbout19970451 Ver 1_Complete File_19970627State of North Carolina Department of Environment, LTRMAI Health and Natural Resources 4 • • Division of Water Quality James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary p E H N R A. Preston Howard, Jr., P.E., Director June 27, 1997 M & F Properties P.O. Box 1 Concord, NC 28026 -0001 Dear Sirs: WQC Project #970451 Cabarrus County On 19 June 1997, you requested a 401 Water Quality Certification from the Division of Water Quality for your project (Raccoon Hollow Phase 1) located near SR 2635 and Hess Road in Cabarrus County. We discussed the project with your consultant on 25 June 1997 regarding the design of the project. We understand that you want to withdraw this project, redesign it and resubmit at a later date. Unless we receive a response from you by 15 July 1997, we will consider that you have withdrawn this application and are not interested in pursuing the project at this time. Please call me at 919 - 733 -1786 if you have any questions or would like to discuss this matter. S' erely, Joh 1 R. Dorney Waver Quality C ' ati in Program cc: Mooresville DWQ Regional Office Wilmington District Corps of Engineers James Mozingo; Frank Cockinos and Associates Central Files 9870451.clr Division of Water Quality - Environmental Sciences Branch 4401 Reedy Creek Rd., Raleigh, NC 27626 -0535 • Telephone 919 - 733 -1786 - FAX 919- 733 -9959 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post- consumer paper FRANK 919A41NIS & ASSOCIATES INC. CONSULTING ENGINEERS 600 LEXINGTON AVENUE CHARLOTTE, N.C. 28203 June 11, 1997 N.C. Department of Environmental Management Water Quality Section 4401 Reedy Creek Road Raleigh, North Carolina 27607 Attention: Mr. John Dorney Reference: Raccoon Hollow Dear Mr. Dorney: Telephone: (704) 372 -4464 Fax: (704) 332 -3468 JUN 'I �) ryy/ ENVIROI�,�r��:r�r�•: ,,:,:: , : . Enclosed please find seven (7) copies of the Pre - Construction Notification Application for Nationwide Permit #13, Channel Relocation drawing and the Concord USGS topographic map. Please review this information and forward your approval and /or comments to this office. Should you have any questions, do not hesitate to contact this office. Very truly yours, FRANK C. COCKINOS & ASSOCIATES, INC. Jamie M. Mozingo JMM /mc Enclosures cc: Mr. Doug Miller Mr. Bill Cochran MEMORANDUM PRINT NAMES: Reviewer: CO: JOHN DORNEY WQ SUPV . ENVIRONMENTAL SCIENCES BRANCH DATE:_ 7 q IJ SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS ***EACH *EACH ITEM MUST BE ANSWERED ( USE N/A FOR NOT APPLICABLE) . *sA,.-7,:: _ .eP PERMIT YR: 97 PERMIT NO: 0000541 COUNTY: CABBARUS APPLICANT NAME: RACCOON HOLLOW SD PROJECT—TYPE: SUBDIVISION PERMIT _TYPE NW13 /IP COE #: DOT #: RCD_ FROM _CDA: APP DATE_FRM_CDA: 06/19/97 REG OFFICE: MRO ZIVER. AND SUB BASIN #: STREAM CLASS: WL_IMPACT? : Y/N WL_REQUESTED: WL_SCORE( #): MITIGATION ?: Y/N MITIGATION_SIZE: STR INDEX N0: WL_TYPE: WL ACR EST ?: Y/N WATER IMPACTED BY FILL ?: Y/N MITIGATION_TYPE: DID YOU REQUEST MORE INFO ?: Y/N IS WETLAND RATING SHEET ATTACHED ?: Y/N HAVE PROJECT CHANGES /CONDITIONS BEEN DISCUSSED WITH APPLICANT ?: Y/N RECOMMENDATION (Circle One): ISSUE ISSUE /COND DENY / COMMENTS: AprljtcaiJ ha5 ettcl`cu � his1 / Clttt/ fro j. ed - ley u L ;Utv� cci cti 1q,4t, Ad-c. Regional Office Central Files 2 T 'qls P% � cq 9119 MEMO TO: z- �ISTATf4�� �xrY QUAM v b' xxxq �zi�` SD 9r, o 41 DATE: �a L SUBJECT: (ehlq7 Cc 02. MWI From: �W( [�' North Carolina Department of Health, and Natural Resources Eqn, nment /1�, , LJV v� Printed on Recycled Paper • DEM ID: O CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT n): 13 PRE - CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERIWSTS THAT REQUIRE: 1) NOT. IC %T_ON TO = CORPS OF =G__% —'LS 2) APPLICa =ION ?'OR SEC_ION 401 C=RTT= 'T_CA=1ON 3) COORDmm- -_ON ,i"== T? : NC DIVISION OF COASTAL mutA a. -r_- S'EIM T._S"-. ORSGINAL AND (1) COPY OF TyIS COLr19_T.F.T_D FORM TO = APPROP_IRMATE FI= OF =I'CM OF T-' CORDS OF _r'7Gi4EERS (SZZ AGZNC't ADDRESSES Sc.-7T) . SEVEi"t (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL 1"LANAG'vT (SEE AGMSTCY ADDRESSES SHEET) . P*- ASE PRSNT. 1. OWNERS NAME: M & F Properties 2. MAILING ADDRESS: Post Office Box 1 SUBDT_V =SION NAME: Raccoon Hollow Phase I CITY:. Concord STATE: N.C. ZIP CODE: 28026 -0001 DDOULC_r LOC T_ION ADDRESS, INCLUDING SUBDIVIS =ON N LM (=_ DIFFERENT F-ROM I- =LING F.DDRESS ABOVE): Old Airport Road (S.R. 2635) 3. TELEPHONE NUMBER (HON =) : N/A (WORDS) : (704) 786 -2387 4.'I' PDPLIC ?.BLE. AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL', •P.DDRESS, PHONE NUMBER: N/A S. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY P_ COPY OF USGS TOPOGRAPHIC YAP OR AERIAL PHOTOGRAPHY WITH SC.zZE) COUNTY: Cabarrus NEAREST TOWN OR CITY: Concord 1 SPECIFIC LOCATION (INCLUDE ROAD NUbMERS, LANDMARKS, ETC.) ,ag2roximately 2.200 feet east of the intersection of Old Airport Road (S.R. 2635) and-.Hess Road. 6. T.MPACTED OR N'a "AAEST S L?X-AM/RIVER: Col 4wnter Creek RIVER BASIN: Rnrkv River 7a. IS PROJECT LOCATED NEAR WATER CLASSIF =SD AS TROUT, TIDPL SALTWATER (SA.) , HIGH QUALITY WATERS (F:QW) , OUT= LADING RESOURCE WATERS (ORW) , WAfr_R SUPPLY (WS-7 OR WS-z-7)? YES [ ) NO [ ) IF YES, EXPT_= -N: 7b. IS THE PROJECT LOCATED WTTv -TN A NORTH C:ROLINA DIVISION OF COAST=:. M- NAGE -MENT ARE__ OF E.W7RONMSVT _T CONCERN (ABC) ? _YES ( ] NO (XI 7c. I: THE PROjEC"T IS LOCAT'E'D WITHIN A'COASTA?, COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (L'uP) DESIGNATION? N/A 8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES [ ] NO [X] IF YES, PROVIDE ACTION 1.D. NUMBER OF PR�JIOUS PERMIT_ AND ANY A .DDT_TION -L INFOR1A =T_ =0N (= NNCLUDE PHOTOCOPY OF 401 C ERTTFTCaT!ON) ; 8b. PRE ADDITIONcLL PERM?T REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ( J NO (X] I: YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIY -ATED TOTAL NUMBER OF ACRES IN, TRACT OF LAND: 35'.5 Acres 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROv -ECT SI_E: 2 10a. NUMBER OF ACRES OF. WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: EXCAVATION: FLOODING: OTHER: • DRAINAGE: TOTAL' ACAS TO BE I2-12ACTMD 10b. (1) STREAM C:LA-NNEL TO BE I?�PACTED BY THE PROPOSED PROJECT (_= RELOC1TED, PROVIDE DISTANC., BOTH BEFORE AND AFTER RELOC3TXON) LZNGTH BEFORE: - 1300 FT AFTER: 1200. FT 'W=T—r7 BEFORE (based on normal high water contours) 18 FT WIDTH AFTER: _25.2 FT AVERP,GF. DEPTE BEFORE: 5 r" n= '_'ER: 2.7 FT (2) STREAM C=ANNEL IMPACTS WILL RESULT FROM: (C ECK ALL TF T OPEN C::?NNEL RELOCATION: X PT�'_C= P"_EYT OF PIPE IN C-= MNEL: X C'-*-A-NNEL EXCAVATION: CONSTRUCTION OF A DFu /c_,OOD_NG: ' OTHER: U. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WA TERS'r. D DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURF =-CE" AR _? N/A 12. DESCRIPTION OF PROPOSED WORK INCLUDING D-ISCUSSION OF TYPE OF MZC- MNICAL EQUIPMENT TO BE USED (ATT_3C PL. NS: 8 1/2" X 11" DRAWINGS ONLY): JR.elocation of aDnroximately 1300 feet of existing channel. Backhpes or trackhoes will be utilized .ed to construct the "onosed channel and storm __djainaee system. Once the channel has been installed and stabilized, flow from the existine channel will be directed into the new channel and the old rhnnnal will ha fillarl in• '13. PURPOSE OF PROPOSED WORK: Relocation of existing channel to it.Ltgrsect" the proposed storm drainage system in the Raccoon Hnl1ow Subd iiisi.pn. 3 _ 1. �} .. 14. STATE RE:.SONS WHY T_T IS 3EL =E'7ED THAT TH =S A_CT =V=TY MUST BE CIRRI D OUT IN Wr,TIANDS . (= NCLUDE ANY MEASURES TAKE-111 TO MINI -MIZE WETLAND M.IoACTS) : 15. YOU A_qF. REQUIRED TO CONTACT— THE U.S. r =SR AND WILDL__ SZRV LC (USF'r1S) AND/OR NATIONAL MARINE c_SHER=ES SERV_C (NY -FS) (Sc AGENC`_' ADDRESSES SHEET) REGARDING T.--r PRESENCZ OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CR. '_'_CAr F?:ITA'" .IN THE PERK! =_ A_R~: TKa_ MA BE AT = ..C'"ED BY . '::E PROPOSD PROTcCT. DATE CONTACTED: (ATTACH RESPONSES FROM THESE AGENC_ES.) 16. YOU -A-RE REQU =RcD TO CONTACT THE ST- TE F--- STORK PR ESERV ATION OFFICER (SHPO) (S AGENCY A -DDRESSES S _Z ) REGARDING THE PRES NCE OF HESTOR_TC PROPERTIES _TN THE PERM =. 7 RE._ WrEC M_xY BE 3_ _ CTED BY THE PROPOSED PROJECT. DATE CONT-ACTED: - 17. DOES THE PROj-,-CT INVOL��� AN E: {?END1TUr. OF PQBL =C c' ANDS OR THlE IISE OF PUBLIC (S= =E) LAND? YES . [ ] NO (?? NO, GO TO 1 8 ) a. ?_ YES, DOES THE PRO., _EOT REQUIRE PRE? —R.?-TION OF AN E, itT_RONI�_NT: L DOCvM =..ITT PURSUANT TO THE R QG= ?._`(rNTS OF THE - C_ROLINt? E.W=RONI:iTA� POLICY ACT? YES [I NO [ ] b. T_F YES, HAS THE DOCUMENT BEEN RSVI nED THROUGH THE NORTH C:.ROLINA DEP.'4RTMEl"vT OF ADMINISTRP:TION STATE CLEARINGFOUSZ? YES [] NO [] IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLE.A.RINGHOUSE. TO DIVISION OF ENVIRONMENTAL M NAGW -ENT REGARDING COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUEST =ONS. R EGA.RDING THE STATE CLt.ARINGHOUSE RZJ =Ei7 PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603 -8003, TELEPHONE (919) 733 -6369. 4 4' ?= CPCScJ C.Ti__Y T_N'JCL'vc.. DLSC.: =?.G 0? Er'tC_ D OR M ___ ?Z_ WcTT• =?vJ Du= NE? = =CN V. SF CW.VG ALL WiT_ NDS S= uc -sS -, Nz P^,NDS CN N;'TZONw_DE PE?IJ-iT NG --Z— _S, 18, 2 =, 25, 29 AND 38) . 1-Z !wr,;-c BE 5FOW -9 CN MG-2. I' —v SC__,ES ScOQ%.Q B? 1 MICH D Q ?:.,S SO OP. 1 -7 N CH E; lu ;LL5 100 On 7 - —LE, R- -l-=Q •:=:- N1 = = - - -v OF 4+c T= =VDS :0 Bc 2`!PACTED BY •PRojECT. DE= .= Vc::_iON �v'. -5 PE1r'ORIAZJ 3Y �? C.^.I�I5��T:1�IT, = NCLvDc. PLi� Dt� ' S .rCTS R.E1 V. \i- TO THI: OF DELiNE: =ON L_N'. C. AT_TAC COPY OF THE S 0R_Y -WATER F- MAG''EEVT PxV __ e. WF T L?ND USE OF SiPUROGND_NG PROPERTY? • -- :?O= aC._.,�., Wr_ T =S : RO20SED METH 0 O: SE?7 -7 c S =rdEJ A, D Dr__SJ Z ., J= : _ _L?C_LF.. ' I NO'r'z': WET-r,'.14-DE CR Fir= RS OF THE U.S. VAY NOT EE � ?- C'I":O cRZOR TO* 1) - iSsuA- C_. OF A SECT-=ON 404 CORPS Or-- . ENGi?vcEFcS F ^?'r!;T, - 2) _TT:_.._. T'= 1-=Z7A ICS CR W: -=, =R OF A 401 DT•v ^I =CN OF :sir =RCNI-4 YT_=L lTAGL'•�� -'ZdT (HATER QUALITY) C.i.:s.T:: sCnTSCN, AN _ CGUN_"='S aN_, r} , A L:.T'?'2R : �cOM Tom. _ i NORT= C.'LR.OLIN;k D::,i::S =CN OF. COASTA-L KMAG=-�sNT ST.-.T NG T'^. c'tOFOS2D ACT_TVIZ"r IS CONSIST.'NT WITH T=- NORTH CAROL-72-TX COAS=3 ,! PgLG"r�M . i GEC 'S AG^NT' S( STGNt?TL'R-- Do=T; '?GENT' S SIGNATL -RE WLID ONLY ' :s AGT ORTUT =0N LETTER E—ROM 'HE OWNER IS PROVIDED gel 0 5 4 1 r. AXM BIOENGINEERING METHODS (attachment to General Certification foBN Streambank Stabilization - NWP 13) Alternatives to riprap Root wads (along with 6 -8 feet of tree trunk) from hardwood trees have been used by the N.C. Wildlife Resources Commission in various projects for stabilization in rural areas and by other consultants in urban areas. Root wads are installed into the eroding bank and anchored by rocks or rebar. By the time the root wads rot out, native vegetation is replaced. Tag alder, buttonbush and willow are frequently used as plantings among the root wads. Brush layering consists of laying willow cuttings (several feet in length) horizontally, with the branch tips toward the stream and rooting end away from the stream. Soil is piled on top of the cuttings and several more layers are installed. When installed during a dormant period (winter or fall), growth should occur the following spring. Dormant cuttings may be inserted in the banks or in spaces in between the synthetic product (if used) for bank stability. Black willow is a good species to use for bioengineering since it will root easily and grows well in the eastern U.S. Riprap may be used when necessary to protect the outer toe of meanders. Rip rap should be placed on the outside curves from the toe to bank full height. Bank full is considered to be the highest point that the water level typically reaches on a yearly average. Bank full can sometimes be detected by sand deposits or a change in vegetation. A -jacks are a new tool which were used in the Rocky Branch restoration demonstration (NCSU) and were placed in the outside curves of the eroded stream bank. A -jacks are 6- legged concrete structures which interlock and can be stacked as a pyramid. A -jacks are used in combination with coconut husk fibers which are soaked and compressed and made into logs. These logs are used at the toe of the slopes and are placed so that they overlap the A- jacks. Plants can be planted directly into these logs and which will biodegrade in 5 -7 years after which plants have stabilized the area. Used in this manner, A -jacks are much more stable than rip -rap. Lunkers are another stabilization device which are elongated bench -like structures that are open on 3 sides allowing waters to flow through them, while also providing fish habitat. They can be made of recyclable material (plastic) or of oak. Gabions are a hard structural form consisting of a wire basket filled with rip -rap type stone. They are very durable and can be used in areas of high velocity to reduce the energy from wave action without impacting downstream hydraulics. Vegetative plantings Bioengineering methods in conjunction with native plantings can be used to produce aesthetically pleasing, biologically diverse streams. The use of native vegetation is desirable since native species are non- invasive and they reduce velocity, protect banks from scour and have root systems which create bank support. Vegetation also contributes organic matter and provides shade to protect aquatic life. Shading helps reduce water temperatures and enables higher levels of dissolved oxygen to be held in water. In addition to establishing bank vegetation for shading, plantings should be placed on the erosional side (or outside curve) of streams where velocity is greatest. Vegetative plantings dissipate erosive forces and hold sediment in place. Plants most effective for bank stabilization have deep roots, low growth forms, dense branching patterns and are resilient under pressure such as flooding. It is desirable to have at least a 25 foot width of bank vegetation where feasible. When replanting of banks is required, there should initially be the linear equivalent of 400 trees per acre or as specified in the planting plan - i.e., on 10 foot centers. Survival after five years shall be for a total of 320 stems (80% survival rate) or its equivalent. Trees planted should be large enough (several feet in height) to ensure that they won't be scoured away during adverse weather. GENERAL CERTIFICATION FOR BANK STABILIZATION PROJECTS INCLUDING, PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 13 AND REGIONAL PERMIT 197800080 This General 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 Water Quality Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B.0200 for the discharge of fill material to waters as described in 33 CFR 330 Appendix A (B) (13) of the Corps of Engineers regulations (i.e. Nationwide Permit No. 13) and Regional Permit 197800080. The category of activities shall include any fill activity for bank stabilization as long as impacts to waters or significant wetlands are minimized. This Certification replaces Water Quality Certification (WQC) Number 1663 issued onL.S-eptember 8, 1983; WQC No. 1272 issued November 10, 1978; and WQC -No. 2665 issued on 21 January 1992. This WQC is rescinded when —the Corps of Engineers reauthorize Nationwide Permit 13 or Regional Pe ,rmit 197800080 or when deemed appropriate by the Director of tn6 -DWQ. The State of North Carolina certifies that the specified category of activity will not violate applicable portions of Sections 301, 302, _ 3,6 and 3-0.% of the Public Laws 92 -500 and 95 -217 if conducted in accorance with the conditions set forth. Conditions -& Certification 1. Proposed bank stabilization greater than or equal to a total of 500 linear feet (152.5 meters) in length requires wr.itzgn concurrence from the Division of Water Quality as 1=g as the project complies with all conditions of this General Certification; 2. Proposed bank stabilization less than 500 feet (152.5 me -ters) in length does not require written concurrence from the-Division of Water Quality as long as all the following conditions are met; 3. Methods of bank stabilization (such as bioengineering) are preferred rather than installation of riprap along extensive stretches of streambank. Information about these methods is attached; 4. That appropriate sediment and erosion control practices which equal or exceed those outlined in the most recent version of the "North Carolina Erosion and Sediment Control Planning and Design Manual" or "North Carolina Surface Mining Manual" (available from the Division of Land Resoruces at the DEHNR Regional and Central Offices) are utilized to prevent exceedances of the appropriate turbidity water quality standard (50 NTUs in streams and rivers not designated as trout waters by DWQ; 25 NTUs in all saltwater classes and all lakes and reservoirs; 10 NTUs in DWQ - classified trout waters); 5. All sediment and erosion control measures placed in wetlands or waters shall be removed and the natural grade restored after the Division of Land Resources has released the project; 6. That the riprap shall be of such a size so as not to be able to be carried off by wave or current action and consist of clean rock or masonry material free of debris or toxic pollutants. Riprap shall not be installed in the streambed Eric Galamb "Al From: Eric Galamb <eric @dem.ehnr.state.nc.us> To: mparker @mro.ehnr.state.nc.us Cc: john @dem.ehnr.state.nc.us Subject: Raccoon Hollow, Cabbarus Co. Date: Friday, June 20, 1997 9:49 AM I reed a call from Jamie Mozingo this am. He wants to know the status of his project. We just reed it yesterday. My preliminary review shows no avoidance /minimization efforts. I asked if he was going to put vegetation on the banks for stability. They had not considered it. I FAXed a copy of our stream bioenginerring guidance to him. He is trying to get DWQ to play against DLO. I spoke to Doug Miller this am. Doug will bring you a plan on Monday. Please set up a site visit with Jamie as soon as you can (704) 372 -4464. Let's make sure that we have a coordinated (w/DLQ) response so that there is no confusion for the applicant. THANKSIII I Eric Galamb Division of Water Quality Ph. (919) 733 -1786, FAX (919) 733 -9959 Page 1 JOHN J. EURY DB 311, P 311 \� \ TA NAS D. RITCHIE at ux U! DB 625, P 206 FOUND IRON a \ N 7516.77 ' E R00 BY ^ S y4 84• E \\ \ R OpD \I TREE` "` � `� ROD MOUN D � - 1 \\ 415. ' 'ODUND E " Rio N a �56• `rW. ` 671 �T* OSS�µ TOT P CE 3K'7 RG t HUBW F. (50' W \ \ DB 5 1, P Old \\ \\ \ /FOUND i I I RV 678 RA oND I D 397 BEL� N DITCH SECTION DETAIL p 1VE S 160.26 MONK .� S 36'16'58" E DB 5�7 . , NOT TO SCALE C RWi R �yr1 RoN o'\h / / / / / 0 I ROD DITCH Q10 SLOPE SS D (ft.) W (ft.) n V10 FOUND I 6' � NO. (cfs) (X) (H: V) 1 flO —RON �RC R P � 1 285.6 1.00 2:1 3.4 9.0 0.035 6.64 1 I / / �h / 2 64.7 3.60 3 :1 1.6 9.0 0.044 5.43 \ A / STEPH P. GOS TT / / B Oj 3 198.8 2.40 3:1 2.7 9.0 0.044 6.54 1 I / F� 4 3.6 8.50 3:1 1.0 2.0 0.022 6.13 FORES*W BAP�ST CHUR�H �ryh DB 1 19, P 0338 5 12.2 4.90 3:1 1.3 2.0 0.044 4.35 UNDII / h Co / a0 ' W / N.A-G. = NORTH AMERICAN GREEN ro 0 P / 0 / f 15" RCP j-42- R_QW \ 0 h / / K7" SOUTHERN IO R CO /68 / /W 427 R \ V \ M do PRO RTIES UI1L(\ STABILIZATION CLASS I RIP RAP N.A.G. C350 STAPLE E W/ GRASS N.A.G. C350 STAPLE E W/ GRASS N.A.G. C125 STAPLE D W/ GRASS N.A.G. C350 STAPLE E W/ GRASS RINGTAIL COIF SE X DB 1 P 003 NO. DATE DESCRIPTION OF REVISION MADE APPROVED � � � 2 (SO• R S 2 -R ��N AR/ D RACCOON HOLLOW F 15FCP� 1s" RC R� CITY OF CONCORD, CABARRUS COUNTY, NORTH CAROLINA 6 ROD \ a / _ MOSS do FLETCHER SCALE: DRAWN BY- 663 668 \ \ \ \ / RE-G' �o. G i 153 UNION STREET S. , I J M M , EI T / CONCORD, NORTH CAROLINA 28025 i = 100 I DESIGN 9Y: / ►1 O �/ 2206 ,� Q� 704 -7$6 -2387 J M.M.. E.I.T. CHANNEL RELOCATION Topographic information taken from Cabarrus County 1 t� " c WA �� C. COCA' tax map number 5640.04 1 —� PLAN DATE W. EARL COCHRAN do SON, INC. DRAWINGS NO. Engineer has not field checked the surveys and thus accepts ,y CM P'S f 191 EASTOVER DRIVE, SE no responsibility for the accuracy of the survey. / i j J SCALE: 1" = 200' 6/4/97 CONCORD, N.C. 28025 ii / / % (7041782 -1456 SHEET 1 OF 1 • �� ' � •'1 - r � \�`� i ` t -✓ �.��~ !� � �~�.`J� � i � 1. Gi�. � .���.; : i �, ��i/C \v . L t, �✓ �� r \ r ` 1. 'l f \��/ j_� �� ,` _` [f( t '::w iJ /' : j h ` ! j 'L j r 703 /_.j - .-�_� /r --'ci ,;�L� Jt` �, I!! i� .o.11r \i;�� '..r �..- ,'�•• /C'� i„ 1l„lji`lj' i Z e� 3917 ,"'°'''��� /;' : \•: \ /''� ..- '�r- -' I.,��; I �.. �%/rf�� /Y _ J - 631. to OF .-I i / 117 __•r' / - =/ r ` Pl" -•'�•- i�) ;,r43 �lr •y :��� \,� �J �.-.1i ? "�`, l` /' % i \_- / � \`� ,�i 1 G L • cam- - \' / 1 _ - .}�i• /r!• %�1- (.�✓1�� ' /.i ''R -�i •` 8 =- -�i %/" J \ 'st TJC' it4 39I6 % �' y- !'"iy. '�/ ji y---' �ii 7 r—� -1 °`\t J•, /� \l !J Q !� 11 O r iD _ ; Y, I �.�i r ✓=L : - .___1-.�; 0 cC `J / / Jl, jl�h✓ `�,� ���,,, = 'I �� �` \ \')_ 111 r - -! -J r �rjjt •I �. �,(r:\ �! �r� ^ -0 V 1�..�� ,�-�` ;!. [o✓ (`/,r L r rte\ �` r, W, _- r e l�/ /ice � �\ < . '� `._- �V. ��x 1 ��,3 � • r _ W",7 Ch Center ti`s ! l ; '1 ' / }` �r ` (- " , \ _�'j • ems' - } y s \; ?✓� °7i ^iiY ,t _ ;� =. s,a %� ti L�1� \ -� ii;l C'� y 39150GCmH. `-� -�' \-> ; • \" !/ �r t , c i � ?rte �..�� �"- ~ "( I _35 °22'30„ r .: -\\\- ,' /" •�_ z "/ �,� r ✓ A r \ \ \ \ \\ ��� } }. t ` C / T'^.�. •�, RESTON. VIRGINIA -1987 80' 30' ~ . -. �''t • INE OLOGtGAL Sl7RYE 545°oo"'.E. _ „). 543 • 544 Oc, ,fie'-- J - - -�� - ROAD CLASSIFICATION .r FLOTTE �i Ml.f 32'30'r X542 Ml�c An ,1 M, Light -duty road, hard or a 1 ORD SE): 540 I, CNROE 30 M1. {- O i 1 SE Primary highway, improved surface....- — 1:24000 MILE hard surface - - -- -_ — o Secondary highway, 00o 6000 O 7pD0 FEET Unimproved road.. 4000 loco hard surface..._. n State Route -- - , KILOMETER Interstate Route U. S. Route 0 ERVAL 10 FEET RTICAL DATUM OF 1929 ,N•c CONCORD, N. C. 35080 -D5 -TF -024 QUADRANGLE LOCATION 1969 ZONAL MAP ACCURACY STANDARDS purple and ^/oodiand compiled in PHO-f•OREVISED 1967 Revisions shown in GEOLOGICAL SURVEY cooperation wish State of ” }Orth Carolina agencies from DMA 4854 t NF- SEPIES V842 OR RESTON. VIRGINIA 22092 aerial photographs taken 184 and other scurces. This 5 AND SYMBOLS IS AVAILABLE ON REQUEST information not field checked. clap edited !937 R 970,541 DEM ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PENT n): 13 PRE — CONSTRUCTION NOT Post -it' Fax Note 7671 Date I #of .7 �S To /��j From L r � 1'i.L'tn�— /�J) FOR NATIONWIDE PEFMSTS THAT REQU Co. /Dept. Co. Phone # Phone # 1) NOT= IC..X=ZON TO THE CORPS G Fax # Fax # 2) APPrXC;L==ON MR. SZC: =ON 401 3) COORn=_ION W== T°...=.' NC m Sc_M Tt?': ORIGINAL AND (1) COPY OF =15 COD*?LZTZD FORM TO T1,E ABPROP_IRMA= iZT...I.D 0=C^ OF TEEM- CORDS OF r— nG =ERS (SL. AGZNCY ADDRESSES SEEM -T) . SEVEN' (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONME:VTA.L I_ANAGm1X_rNT (SE AGZNCY ADDRESSES SHEET) . PT- ..7ASe. PRINT. 1. OWNERS NAME: M & F Properties 2. MAILING ADDRESS: Post Office Box 1 SUBDIV =SION NAIVE: Raccoon Hollow Phase I C-ITY: Concord STATE: N.C. ZIP CODE: 28026 -0001 ovOvcC'_' LOC ?'.ON ADDRESS, INCLUDING SiJBD= VISION N ?"_*E (Ic DI == :RENT F-FC V IyL =LING ADDRESS ABOVE) : Old Airport Road (S.R. 2635) 3. TELEEPHONE NUMBER (F:OM?) : N/A (WORK) : (704) 786 -2387 4. • I= A DPLIC ?3LE . AGENT'S NAM7 OR RESPONSIBLE CORPORATE OFF TCT_A ,, 'P�DRESS, PHONE NUMBER: N/A S. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY P_ COPY OF USES TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE) : COUNTY: Cabarrus NEAREST TOWN OR CITY: Concord 1 ,SPEC -TIC LOCATION (-INCLUDE ROAD NUIMERS, LANDMU RKS, ETC.) : apRroximately 2.200 feet east of the intersection of Old Airport Road (S.R. 2635) and-.Hess Road. 6. IMPACTED OR N APEST STRF- A-M /R -TVER: Coldwater Creek RIVER BASIN: . Rocky River 7a. IS PROJECT LOCATED NEAR WATER CLASSIF.ED AS TROUT, TIDAL SA.LTT�RA_TER (SA) , HIGH QUALITY WATERS (HQW) , OUTSTANDING RESOURCE WATERS (ORW) , WATER SUPPLY (WS-7 OR WS -==) ? YES ( ] NO [ ) :_ YES, EXPI -_N: 7b. IS THE PROuLCT LOCATED WITV_N P_ NORT:i CAROLINA DIV:S_ON OF COAST__: M.nNAGE:�IENT pRI? OF BNV= RONMENT3_T� CONCERN (Al--C) 7 YES [ ] NO (X] 7c. I-: THE' PROJECT IS LOC TED WTTV7N A'COA.ST3L COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WF T I -S THE LAND USE PLAN (L'uP) DESIG�iATION? N/A 8a. HAVE ANY SECTION 904 PERMT -TS BEEN PREV-IOUSLY REQUESTED FOR USE ON T`7S PROPERTY? YES [ J NO [X] IF YES, PROV =DE ACTION 1. D. NUMBER OF PRE-J =OUS PERMIT AND A-NY ADDITIONAL INFORM_LTION (7'1CLUDE PWOTOCOPY OF 40? CERTT_7= CATION): 8b. ARE ADDIT -ION ?LT, PERMIT REQUESTS E.X ECTED FOR THIS PROPERTY IN T1:L FUTURE? YES [ J NO [X] IF YES, DESCRIBE ANTIC -IPATED WORK: 9a. ESTIMATED TOTAL NUMBER OF ACRES IN,TRACT OF LAND: 35'.5 Acres 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROD -ECT S = =E: 2 10a. NUMBER OF ACRES OE. WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: E:CCAVATT_ON: FLOODING: OTHER: • DRAINAGE: TOTAL AC:•cES TO BE IMPACTMD: 10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (:= RELOCATED, PROVIDE D :STANCE BOTH BEFORE ,ASD AFTER RELOCATION) : LENGTH BEFORE: - 1300 rr- A:T_ER: 1200. FT 'W=TH BEFORE (based on no=al high water contours): 18 FT WIDTH AFTER: _�5.2 FT AVERAGE DEPTE BEFORE: 5 FT A_7 ER: 2.7 FT (2) STREAM C -?NNtL IMPACTS WILL RISuLT FROM-: (C ',CX ALL TF_ T APPLY) OPEN C UWNEL RELOCATION: X PT,; -NT OF P_PE =N C _ NNEL: x C-t -NNEL EXCAVATION: CONSTRUCTION OF P_ DAM/FLOODING: ' OTHER: U. IF CONSTRUCTION OF A POND T_S PROPOSED, W'r_ T IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? N/A WF-A -T IS THE EXPECTED POND SURF-'-CE ARE:.? N/A 12. DESCRIPTION OF PROPOSED WORT{ INCLUD_NG DISCUSSION OF TYPE OF M ECHIANIC.0 EQUIPMENT TO BE USED (ATTACH PL?-NS: 8 1/2" X 11" DRAWINGS ONLY): _Relocation of aDDroximately 1300 feet of existine channel. Backhoes or trackhoes will be utilized to construct the proposed channel and storm dtainaee system. Once the channel has been installed and stabilized, flow from the existine channel will be directed into the new channel and the old rhann'al will ha f i l l ark in- '13. PURPOSE OF PROPOSED WORK: Relocation of existing rhannel to intersect" the proposed storm drainage system in the Rarroon Hollow Subdivision. • 3 14. STATE RE:.SONS WFY IT IS BELI�JED THAT T.-T-S ACTIVITY MUST BE C_m.P_RZExD OUT IN WETLANDS. (INCLUDE P_NY MEASURES T34=N TO MINIMIZE WETLAND Ia"_PACT S) . 15. YOU AR?. REQUIRED TO CONTACT THE U.S. FISH AND W=LDLI SERVICE (UScr1S) AND /OR NATIONAL MARINE FISHERIES Sc RV_CS (NI -FS) (SEE AGENC`! ADDRESSES SHEET) REG.RDT_NG THE PRESENCE OF ANY Fr_DERA _LLY LISTED OR PROPOSED FOR LISTING ENDANGE.RZD OR THREATENED SPECIES OR CR =TICA-L HABITAT .IN THE PERMIT A_RF.:: THAT H Y BE A.- - -C-TED B`! THE P?�OPOSED PROJECT . DATE _ CONTACT- ED• (ATTAC RESPONSES FROM THESE AGENC_ ) _ 16. YOII A_RE REQII =RED TO CONT=C'_' THE ST Z F-7 5TORK PRESZRVAT =ON OF =.C%lR (SFpO) (SE.. AGENCY ADDRESSES S::'.,_) AEG ;R_R THE P ?.ESE.VCE OF HISTORIC PROPERTIES. IN THE PERM =T ER=. WHT_CH MAY BE AF_.."'TED, BY THE PROPOSED PROJECT. DATE CONTACTED : .. 17. DOES T. PROJECT INVOLVS AN EXPENDITURE OF PUBLIC rUNDS OR THE USE OF PUBLIC (STATE). LAND? YrS. (] NO D (_- NO, GO TO 18) a. __ YES, DOES T PRCJ�. T RLQUT_RE PRE3A_RATT_ON OF AN EW_RONZ� —ENT__ D000TMF_'1T PURSUANT TO THE REQG =R =VV'NTS OF H NORTH: C ?= OLINA E:,TV =BONY— ENVALL POLICY ACT? YES ( ] NO ( ] b. T_F YES, HAS THE DOCUMENT BEEN REVIZWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADM= NISTRAT_ION ST ATE CLEPRINGFOUSE? YES (] NO (I IF ANSWER TO 17b IS YES, THEN SUBMIT A_P2RO2RIATE DOC-JVIZENTATION FROM THE STATE CLE.M.RINGHOUSE. TO DIVISION OF ENV_RONM NTAZ MANAGEMENT REG_3RDING COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTA -L POLICY ACT. QUESTIONS REGARDING THE STAT_ CLEARINGHOUSE R=E'77 9 PROCESS SHOULD BE DIRECTED TO MS. C RYS BAGGETT_, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 1166 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603 -8003, TELEPHONE (919) 733- 66369. 4 s Ty = YJCL'vo.. 1'::' DISC::. =.GE Or c: ?� = =arTO WLTIAVDS Wc.T_?3D DEL. - z; = =CN �? SciCw =_1G PLI, WcT= ;?4DS, S_ `vS, =' - -i5 ND FONDS ON T::_ P °.OPr :v (=CR NnTs0N -vv =DE PZ?,,!__ NLv- E S _�, 18, 2=, 25, La :- o 38) :__L s'ac-imC (_�TTr ?1'��T_: =.YT 1,10 PE--RM(Ax7ZNT) CN T':_ PRO= -m- ", *•*. BE SHOWN CN T: ?•��_ , ?tea? SC =-,ES S 007-- Hr 1 =ETC D;�Q ?_,S SO OP. 1 .VC E;�Q ;?LS l00 _ -__ OR T?: =__. GQU_v�? --•ENT :OTCGR 1 OE' WLT= VDS TO BE ?IT, VCLuDr e Dr� G _ _ DE =N-ION W-r S Pr 1FORMED cY ? C::NS7'T _ S: ^_.._._ S RELEVANT TO T:iE Pr- C- TT OF THE DETjnTE? = =ON LIV' . j c. ATTACH' ? COP`! OF THE STOMM-WA.=Eti MA*TAG=- NTT PLrV =_ R°_QQ__. °D . i e . WHAT L<?TD USE OF SuRROQNDING PROPERTY? _` • __ ???:.IC:? r C. S =r1Zo VD Dr_TSD G':1?' GTEOR= Z�.T.ON tF`Z'T_T�.N -oi S CR FiATME RS OF THE U.S. MZ`_'• NOT EE =?� _C'�'L'D PRZOP TO: ` ?) . ISSJA3vCE OF A SSCT =ON 404 COF`PS 07• EN. ;C-- , =R< PEP. =T, - i 2) IESuANCE OR Fr =v_Fc OF A. 401 Div_ __ =CN OF _ _ r A =- T=: NORTHE CA-ROLIX7� DsV-1-SION OF COASTAL F- ANAGS:-sNT 5T�Tr*iG T �gOFOSaD i kCTIViTY IS CONSIST -NT WITH T!-? NORTJ F CaROLZ'--Z� COAST::. bi`yNAGE 'NT PRCG'ctAl� . i I .i' S / s�G —ENT ` Sc SIGNATURE DATE i AGENT S SIGNT TUM VALID ONLY nGT ORT TION LETTER FROM - HE OWWER IS PROVIDED JOHN J. EURY DO 311, P 311 \ \ TANNAS D. RITCHIE at ux q3(f �{ DB 625, P 206 N 7516, E 77 ' - \ \ 47 \�E�� \� CE rsiart 415.E VIRR10 Y3Y:� a. \ \ \\ C1 1.�. RaN a 56' E 01 1 �� \ _ pE SL 871 CI 55 M— �T JQ•RCP � MUB� f. T (SD' w RCP J \ DO 5�, P O1r5 o s / 6 8 e7e 3 160.26 ' S�A D i DQ ELSTEJN DITY'H 9ECTIOH DET I'D 1N ��/ DI Sp7, 99 ]'jj/ NOT TO SCALE 5 36'18'SB• E D aWl / •� I y r1A»m bib / / / INp� (10) SLOE I SS D (It.) W (tl.) n I h0 STABIUZATION t 1 265.6 I 1.00 121 I 3.4 I 9.0 1 0.035 I 6.64 CLA55 1 RIP RAP N.AO. C35D STAPLE _ / \ 1 • RC 61.7 3.60 31 I 1.6 9.0 O.ON 1 5,43 E W/ GRASS \ •\ �—� 1 \ \ I , / Si W. VDOSSETT / QB y 19.e.e I 2.40 I 1J1 I 2.0 7 Y.0 I 0.011 I I 66..51] 1 I NN E.A.GE.A.G. . C350 ST_ ISTAPLE APLIE W/ CRASS N.AG C125 STAPLE D W/ GRASS 1 36 6.50 3 0.022 FORESI�IE AVST LiUR�H I S 12.2 1.i0 3:1 1.] 2.0 0.041 1.35 E W/ GRASS t 01B, P'0335 Q E o \I e ' ryl I I 1 a�p1 wj'Al / pti,yrp�� / • N.A. G. NORTH AMERICAN GREEN G P 42- RPWI SOUTH RN OW/ER co, /6B. R WI `c 142 m 77� 1(`P O k PROPER ES` IN01 DATE I DESCRIPTION OF RENSION MADE IAPPROV DJ/ RINGTAIL DDLWT SE 1 1 R�W ' �,�us�� c RAC COON HOLLOW ,5� CP \ 1 NON t,wsnc w --� r y' % ' I CONCORD, CABARRUS COUNTY NORTH CAROLINA /i i / I CONCORD. NORTH C _... _.... _ _._ \ 1 \ o l � � � G u055 k ilET ER R5. I SCALE: ` AROLINA 26025 1 100 IOEYONA11 663 668 \ J 201-786 2]BT w.u., LI.1 . _ CHANNEL RELOCATION TaooNraoh,c lnaox � map r ,fo m ,t,v, taws, I— Cobo C, r mb.' 56400 'a T � S *l J_. DATE W' ARL COCHRPIkN 1 R DRM.NS ENC NO. nt (.Id th%, Y. nd 10u. mO.Pt. 6/4/97 CCHCORD. N.C. 28025 aDm bl ty rotN. N y tb. —.y 'SCALE 200' '704)782 -use . MxMUa No_. . - SHEET 1 OF 1 JOHN J. EURY DB 311, P 311 TA NAS D. RITCHIE et ux FOUND IRON �' DB 625, P 206 N 72'43'12" E ROD BY^ •98. FOUND \ 516.77 7R� V \ \\ �� 5. o7 54 E X439 �� ROD �, or E N ` 41 N 8 .56, E \ OSSM TOT P CE RG HUB F. R1T*� W \ 3Q RCP \ DB 5 1, P 0%� i \ 0 7 �� \ /FOUND I I / Rot 678 1 :V / RA OND �5, O�BE4 N M O 1NE S 160.26 ' 397 ONK S 36'16'58' E DB FOUND / / / / O I I / / / / DITCH Q10 SLOPE SS FOUND ROD D NO. (cfs) (x) (H: V) d' -IRON 'P / / 1 285.6 1.00 2:1 1 RC fo 2 64.7 3.60 3:1 G�95TT 3 198.8 2.40 3:1 / 61" g j h FORESTVW BAPNST CHUR�H / ory 4 3.6 8.50 3:1 DB 1 19, P `0338 / 5 12.2 4.90 3:1 N.A.G. = NORTH AMERICAN GREEN ROD l 1 1�P , 15 RCP R '/-42' R_CW \ SOUTH�RN 'POWER CO � ( I RC 42" F: M do PRO RTIES DITCH SECTION DETAIL ~ \ \—�L�._ DB 1 P 0 NO. DATE DESCRIPTION OF REVISION MADE APPROVED \ RINGTAIL COIi SE 2 00' RYW / /tic � CAR , � RACCOON H O L L O W sj RD F U 15 FCP \ 18' RC — =o o�" '� CITY OF CONCORD, CABARRUS COUNTY, NORTH CAROLINA 60� ROD � � o MOSS do FLETCHER SCALE: BY: W.E. \ \ \ \ / �� �j 1 153 UNION STREETS. " I aM•M•. E.I.T. 663 6� \ 1 2 f� / K_2 O6� CONCORD.704- 786-2R387 28025 1 = 100 I DESIGN BY: jJ.M.M., E.I.T. "/ J\ o Fr /"1� ,�•�0 CHANNEL RELOCATION Topographic information taken from Caborrus County ( 1/2 c \ C. COG tax map number 5640.04 l . \ ` DATE: W. EARL COCHRAN do SON, INC. DRAWINGS NO. Engineer has not field checked the surveys and thus accepts / PLAN 191 EASTOVER DRIVE, SE no responsibility for the accuracy of the survey. �, 6`1' /) CMP S J I SCALE: 1" = 200' 6/4/97 CONCORD, N.C. 28025 SHEET 1 OF 1 / / / (704)782 -1456 NOT TO SCALE D (ft.) W (ft.) n V10 STABILIZATION 3.4 9.0 0.035 6.64 CLASS I RIP RAP N.A.G. C350 STAPLE 1.6 9.0 0.044 5.43 E W/ GRASS N.A.G. C350 STAPLE 2.7 9.0 0.044 6.54 E W/ GRASS N.A.G. C125 STAPLE 1.0 2.0 0.022 6.13 D W/ GRASS N.A.G. C350 STAPLE 1.3 2.0 0.044 4.35 E W/ GRASS ~ \ \—�L�._ DB 1 P 0 NO. DATE DESCRIPTION OF REVISION MADE APPROVED \ RINGTAIL COIi SE 2 00' RYW / /tic � CAR , � RACCOON H O L L O W sj RD F U 15 FCP \ 18' RC — =o o�" '� CITY OF CONCORD, CABARRUS COUNTY, NORTH CAROLINA 60� ROD � � o MOSS do FLETCHER SCALE: BY: W.E. \ \ \ \ / �� �j 1 153 UNION STREETS. " I aM•M•. E.I.T. 663 6� \ 1 2 f� / K_2 O6� CONCORD.704- 786-2R387 28025 1 = 100 I DESIGN BY: jJ.M.M., E.I.T. "/ J\ o Fr /"1� ,�•�0 CHANNEL RELOCATION Topographic information taken from Caborrus County ( 1/2 c \ C. COG tax map number 5640.04 l . \ ` DATE: W. EARL COCHRAN do SON, INC. DRAWINGS NO. Engineer has not field checked the surveys and thus accepts / PLAN 191 EASTOVER DRIVE, SE no responsibility for the accuracy of the survey. �, 6`1' /) CMP S J I SCALE: 1" = 200' 6/4/97 CONCORD, N.C. 28025 SHEET 1 OF 1 / / / (704)782 -1456 ,� )I '!�l InL � tit •Ir \ � /�� = �L'<��� �� 1i �.-_. J �i� %ii\ \\r'��rr �; 9*'t x� 1�,jjY:: ✓1 %' - �_ �'\/�'I i '�L _. - , %%(i -: J l� ;� . o'� ,,� �` f �� \�•�` / r '.d..� r%^ r i - '-1•` �\ /� � .—� = ' �% \�� � /.:ter � � = `t �s�" I,,, y � \ - ` --.��' • "//• ��' (i (� 1 � ��/ � i r 709 - `-� - iii �• ,��� + �� - - -- 77 " "1\ / � ✓ly' � a = �� 1 �'� ' �: �__ -__ �r � ;� / �. .�.� 1;��I•. .i °rr �L..- �` -i 1, I l� �'.. -� >�� ;i _ ` '\ ��1�• .`G J.` /r ' \1 \,\ -' " 39 // � � ..:� \ � ,�-i / ��� 117 ti ;�, i, --.� -_ __ - \- Obi � .•�is,l��. ��� � ^�a ,/. ^ •�` O ,p � , C-1 _ r , ' 1 � / r ._ mss:. '`' �� r. � r r �^ a �/ i' •------ ��� --��. ( y i ---` :• I' 1 • f g50" •692 \��. i q.a ,/ /: i --7�` i /_ ,� 1' �. _ II l; ,i! F�3' t� /�y r `C,�� . \,.�. V' •`-r L� � - �� ./r —�" tip. �j�' r . i91 ) P % / �� :� � —il o/ i 1. `: / ^ ✓/' � � /'. /` ^??del _. =�'_\ r� "��r!r /I i_' \�_. /i��•_�__, ` /,l r{{�� -\ � �✓� il0 �J �`� �s.�: r /r����- 1 I n'_ -1r�_ � i - �i-1 \� l \ � __ ` �_� f.��n 7 700 •\d 1 rI�1�•!/ ^ I 1 r✓y5r ^ y r� F `V ��,JfI��S� _a,° — / \�i / .1668' ^ ✓� ' ..,:.i 7 3916 D. \ f,.� J1 n •tr' ' 1f/� : / �_�: -'t;1 - °aC\! \i-� a 679 �.•J`,. ;�. `j J /'l \\l.\:li��`A;j -��:; � ^I G• ' -��-�� \ � 1`��� \( ,.��n� r:l '�1 r _ i \iY -` �,_ ^`,' =r -�� "i Jr �..' , 1/1l r/ rr�,?..fl,lr �, �.� , .��: r ✓_ � ".��- - l i/ _ �� .i.- S_��'1•� Q- .�. •U_� .Co1 lbw r .a 0) . 7 �ji�� i / l �" ��� • �/ / ~• t .r, - / .Q -!� — 7r�t .y,, 9 C; _ l —� ;h�..,-c:. �`�•. r-�`, it N �• n\ Ceni.er 1=, r 1 _ ? . i , r /', _ - i / / �_ -; ,o� �1 e�er6 / 7.. - ✓� /f r l , / Win, y% / �� -1:^ r �' �r. //� ni r� ,- �a � � _�_r p \• �Ch J�._ -. �. � 1 n, / � � �`'� � ,� � /j/ /xo6 ` S �' \ 1�P ;•r _ ' ^.' �/ ' I °� _,tit X07 _ r_ .fir t�` ��~ c I ' 7i� � � ;r ",`\ � ',�.• \ f �_ � ��,�_ � \.��`) \i���� i� /r:.. ^ . \ e �• � ��� , 'ho/ �'�� /' h '�' � - � � � ' --�— �r� /I` ,j. 39150cer.,.H- � r r � L-� EE a! // / /�`1 � F r � .' �� S • � `i \,` •r //y � � _- _ _ �--�� � , r� 4 33 ?oj6! r'. - i;' _`� �_•. .(,_ e. a` - . Ali �,:. L7, ;' '- �:..,F ;� -/' - �/� ) ! r� -- :A /' /r _35 °22'30„ ORD SE): 540 MIDLAND 11 Mr i. CNAGLOTT£ 21 M " --,Ai 32'30" 542 1543 . • INTERIOR-- GEOLOGICALSURVE'I•, RESTON, VIRGINIA =1987 4 1 SE MONROE 3U MI.� 544 545 E. 80'30' 1:24000 ROAD CLASSIFICATION Ileo� 0 1 MILE G Primnary highway, Light -duty road, hard or 2 � 3000 4000 5000 6000 7000 FE -ET hard surface.- __. —__.__ - improved surface 0 1 KILOMETER Secondary highway, hard surface- _........._ Unimproved road..__.._________ ERVAL 10 FEET RTICAL DATUM OF 1929 Interstate Route �1 U. S. Route n State Route AC'% IONAL MAP ACCURACY STANDARDS QUADRANGLE LOCATION CONCORD, N. C. GEOLOGICAL SURVEY 35080 -D5 -TF -024 OR RESTON, VIRGINIA 22092 Revisions shown in purple and •:1ood!ard compiled in S AND SYMBOLS IS AVAILABLE ON REQUEST Cooperation with State of North Carolina agencies from 7969 aerial photographs taken 1984 and other sources. This PHOTOREVISED 1987 information not field checked. Map edited 1937 DMA 4854 1 NE- SERIES V842 a� U Z