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HomeMy WebLinkAbout19960435 Ver 1_Complete File_19960508State of North Carolina Department of Environment, Health and Natural Resources 1 Division.of Environmental Management James B. Hunt, Jr., Governor ,4.a =077-A Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director May 17, 1996 Henderson County DEM Project # 96(}435 APPROVAL of 401 Water Quality Certification Mr. J.J. Swain, Jr. N.C. DOT P.O. Box 5189 Horse Shoe, NC 28742 Dear Mr. Swain: You have our approval to place fill material in 0.02 acres of wetlands or.waters for the purpose of improving SR 1594, as you described in your application dated 2 May 1996. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 2735. This certification allows you to use General Permit Number 031 when it is issued by the Corps of Engineers. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. For this approval to be valid, you must follow the conditions listed in the attached certification. In addition, you should get any other federal, state or local permits before you go ahead with your project. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 1508 of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Environmental Management tinder Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorncy at 919-733- 1786. Sincerely, , Vr'egton Howard, Jr. P.E? Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DEM Regional Office Mr. John Dorney Central Files 9(0435.ltr Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NO 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper V„ n 960405 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT J R. GOVERNOR Mr. Steve Chapin U.S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 143 Asheville, N.C. 28801 DIVISION OF HIGHWAYS P.O. Box 5189 Horse Shoe, N.C. 28742 May 2, 1996 GARLAND B. GARRETT J R. SECRETARY 401 ISSUED ?h nV SUBJECT: SR 1594, Bearwallow Mountain Grading and Paving Henderson County Dear Mr. Chapin, Please find enclosed herewith erosion control plans, application form for a Nationwide Permit, and a county map section locating SR 1594, Bearwallow Mountain Road, in Henderson County. SR 1594 is a gravel road that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 1.93 miles. Grading will be moderate to heavy. We are requesting permission to replace and extend pipes in live streams noted on plans at survey stations 125+00, 131+50, 168+15, 194+95, and 206+40. Pipes will be replaced using our standard method of pipe installation described in the erosion control plans. NCDOT "Best Management Practices for Protection of Surface Waters" and proper phasing of erosion control items will be used to minimize and control sedimentation and erosion. By copy of this letter to Mr. Richard Phillips, P. E. (DEHNR) we are requesting a variance to work in the Trout Water Buffer Zone at locations described as follows: STREAM STATION RANGE LOCATION Hickory Creek 131+50 -133+00 Lt. Hickory Creek 167+50 -172+00 Rt. Please note that we do not propose to disturb fill slopes in these locations with the exception of pipe extensions as indicated by the enclosed typical section showing proposed work in the buffer zone, at stations 131+50, and 168+15. We are requesting that Mr. Phillips approve our request for said variance when he receives the required comments from Mr. E. L. Ingle, Area Roadside Environmental Engineer, and Mr. David Yow, N. C. Wildlife Resources Commission. 9 Mr. Steve Chapin Page 2 May 2, 1996 By copy of this letter, we are asking Mr. David Yow, N.C. Wildlife Resources Commission, to comment directly to the Corps of Engineers concerning the Nationwide Permit request and Mr. Phillips, DEHNR, concerning the trout water buffer zone variance. Upon review for the Corps of Engineers we are requesting that Mr. Yow forward a copy to us (NCDOT) as well. By copy of this letter, we are also asking Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), to comment directly to us on the above project and Mr. Phillips, DEHNR, concerning the trout water buffer zone variance. Also by copy of this letter, authorization to proceed under section 401 of the Clean Water Act is being requested from Mr. Eric Galamb, Division of Environmental Management. Your earliest consideration for this request would be appreciated. If any further informatics needed, please advise. / J Y Syrarin, Jr., P. E. iict Engineer JJS/CED/ng attachment cc: Mr. Richard Phillips, P.E. , Regional Engineer DEHNR Mr. E.L. Ingle, Area Roadside Environmental Engineer Mr. Eric Galamb, Water Quality Certification Unit, DEM Mr. David Yow, District Fisheries Biologist, NCWRC D1rM m• 9 6 Q 4 .? 6 ACTION ID: 4ni I... Nationwide Permit Requested (Provide Nationwide permit #): ` JOINT FORM FOR Nationwide permits that require notification to the Corps of Engineers Nationwide permits that require application for Section 401 certification Wn24I IGTON DISTRICT ENGINEER WATER QUALITY PLANNING CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENViRoNMENT, HEALTH, P.O. Box 1890 AND NATURAL RESOURCES Wilmington, NC 284021890 P.O. Box 29535 ATTN.- CESAW.CO-E Raleigh, NC 27626-0535 Telephone (919) 251.4511 ATYMR. JOHN DORNEY Telephone (919) 733-5083 ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD $E SENT TO THE CORPS OF ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO TIME N.C. DIVISION OF ENVIRONMEN'T'AL MANAGEMENT: PLEASE PR-)NT. 1. Owners Name: 2. Owners Address: R) , so 3. Owners Phone Number (Home): 4. If Applicable: Agent's name or i :. /...J J,Va;1? 9. ?o rs?° ?5h?? e (Work): 0 : ` 7911 p sible corporate official, address, phone number. ?. l?, '5 b.- `c I-A,7 key 114?o t-1 e- 5. Location of work (MUST ATTACH MAP). County: I/eI7 n'ery soi 7 Nearest Town or City: Ga ?e / 1??•? _ Specific L:ocation'(Include road numbers, landmarks. etc.): 9' • `•? ?7 ?ja. 20/00 Coif, ? u e ,17 saw?i? - ??e s o,? ?i? /?? ¢ ,?.,- 10? ZOD-174 ??f /Se.cf o.7 0 ? X5'17 /SS'¢on? s? ?5G'? •-tr?<?o??ro: ee.T 6. Name of Closest Strearnikiver. ?t a 7, River Basin: ?n a` ? ? Ck 8. IS this project located in a watershed classified rout, A. HQW, ORW, W'S I, or WS In YES (q-` NO ( ] 9. Have any Section 404 permits been previously requested for use on this property? YES (] NO Eq- If yes. explain. 113. Estimated total number of acres of waters of the U.S., including wetlands, located on project site.. ?- l 3 11, Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: Filled: D. D E Drained: Flooded: Excavated: ' Total Impacted: D • 0 Z ROL EltOSION COIN[Tit `DETA. IL AND SPECIFIC. TJOINS NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF.HIGHWAYS SECONDARY ROAD SURVEY --------------------------------------------- ---------------------------- SUB.J ECT SR f 5q4 (I3EAIzWALLo\/ MTH R0) LOCATION -- ------------------------------------ GEG(N AT 7141-: ' 1N7E<f SECT10N 0FSR 15W An10 SR 159'{- ANO coNi r NUE WEST..%` Fog A O I STANCE of ZZ,Zoo' To THE I NTE25EGT ION of 5R. 1569 /ENO S1; 15q? . W6-RR-TYPE -------- ------- 4 GRADE,ORA I N ; AaC , PAVE,ERC)?,5lOt4 CoNTIZbL ----------------------------- ------- ---------1 WORK ORDER -- -PRIORITY i 6.`f5217(0 7F (RkjfR ) I -------------------------------------------------------------------------+ COUNTY RIGHT OF WAY . NEIJOE RSoN _ 50 --==---==------------=---------=-=---=----------------------------------4 DATE SCALE I, lov, I 12 ? C. --------------------------------------------------------------------------- NOTES i 69E .4nA? /? M? En/"r ,q •, Fo,Z R?y,/ Q PD UGTi oN S I t NO ?e ? ?u e 7?4's 50 RIGHT, OF WAY , 6 1 a .cn SHOI,LDER PAYIMENT' SHOULGEF DITCH 1 r v-" . rtlt.Ft 3•/ r I 7 Lo -k4e- U !7a ? a ,' 1a. d . ` 1 r D 171.0 )I-e) c e a? S Q. c ZD go. 7?.6 ,mss f LOCAL RESIDENTIAL ROAD ©c M aec ;r ?I BEA 2 VJO Iv FARMS 33 I zo-i-oo a h D? N PIV4 a n : f B,FALWAI.LOW FaeMS 33 W G I Z '? R/rl D 1ZC>*0o i Y K)vd ?Jr+J gEA.,?Wat.Lor?l F?eMS 33 510' ?w 1-60+00 o, l3 E?? v?ku.a,,? Fkems 33 a ? Q D 130 +00 a ??yMoN? cASE _ 14-7440 3Fa?w?w ??e?ns 33 l F/w 1 40 too Q 1NPAY/Vloni0 GNsE F?T z Boy63 RAT- eock1 N. c, 2873/ 147+/0 A A#4 $EP-ZWAILoW Fp2M5 ? O A IN AV ?/uJ D I y-o +0 0 a D ?? ??Yn?onrD c?sE l SP?f SO FRA)4 k FEEZ EE ?- O k1w Pvi n 15(,ofz5 '. J DoNAI-b GoDY Z P-,o X 275 -F E-1>:Nv?L?o jp- ar•?cF, X c. 0 28739 36 Rid PU N .. (?l N „ 151+50 FP-A4k FEI22EE 2T. z Box z75G NE/VD?XA?(Y?ILF? V. C. - Z 8793 35 )2- RhYMoHo CASE Rp-ymodo co5E O a D AL rc, E C oNAt NGf/AAA Z90 9OW4F-0 GAP Fl,m ilrz nlc. 28732 O n Q T ? lot" 1o BEARWMLtO FI?2M5 168t?s _. _ .. LbNa?a GopY O FM phi ELF ?,4$ET? Co?N1? Box Zz'f G Ezranl? Nc . Z8736- 'may- ._ .. 3'7 F2PA k FE R9,5 0 Q R- a ALicE Colt/ d?NGNAM 38 EM x'70+00 RVIV4 r1 ELI ZA8irq Got??lA? 37 RPM 170+00 D RM y t f 1GE r-ONNINGNi4M N of r ,. t •r. (??/?1 a A#4 a D 191+ 357 ALice culvglgcp m O FL,zA3erki coRAIA 0 J-- IR a D (04Z a-SZXrJD G.eccr: tA57- 13oZ E, LAM?P,6.Nr 5T. Of?'/?vJ =Sc?+JD? SC. 29949 -fA "PA, FG. 3 3loal 3q O P/v4 197-+-65 _ AL,cE C u vA1,,IGNaM 38 gyp; Z4, M rtLIC6 GunIN,iJG1?,4M 38 ?c N RIO a D 2' RM 2/W c ^L A SP J;,?ckSorl Les orAGk-sapi Box &*q ABP La?eEU?nlo? FL. 33S0Z Cl : SA???N 3?ck5orl ( l 0 Ask v 2 - Zoz-t5o 14A MMonto l9„ >E I I 3S/?f BL.Ack oPrk es oc e +Vr. kHO.YV,uE/ TN 379/8 (a . A Zo 1 +oo 39 a ?- D DEvJ,-,-r C-A-Y E Z Box Z7Z N?voE?s? v,?cF .?c ZB79Z ?Z Jr,. w, l.G., A-M 14, c K s B )R - P- - R -T / IC,kIX b GAES)LLo 2K. Z POX Z7,3G l ?F,vI?E,eSp^J yO, GL E? N.c , ZB -79Z Z/9-PZo SAeA W ZAC;--Sonl R Les J"Acksod 9,(0: SAEP41 sWCk'56d D L^? ?J , I ,y?.cj DEW rrr &A y Utz Zl4-+q5 a RV 9/4 a D ?? SA-EA-14 SA-CKSod 'f3 ? ? zfi A-d-q -L-L, M3d 1?3Co??l zi 0 QN3 04+z ZZ drv-, -do Q NH o o+z ZZ POLE DATA MPN 61-03447 SZ ? / 59? f ??iVD PROJECT ---------------------------- COUNTY --- -----_`c 'n! ------------ Sheet---- i---- of-l- OWNER OF POLE LINE WE2_ _---- STATION POLL DIST. FROM CENTER PRESENT ROAD DI/T. FROM CENTER PROJECT DIET. CENTER PROJECT AFTER MOVIHO NUMBER LT. RT. LT. RT. LT. RT. REMARKS o t$o. Z 1 5/0 24" ZS/? 175 M.0v4 Pow1',e pbL E7 25 It Zv t15 U5 o?j /G ? /(? ' Z? ' Moves ?owc.? ?G? Z / f 3 q-f- Ss E30 -r 3s s /D us 3 us Z 3' ZS' 23 ' Z6' ' Z 5 ' Z5' /NorC G?% W?P.E /lildvc. Po w E,e /Zi141=- Sg-t- 70 S 916 ZD ' ZO ' 175' , , , 37V- o V-T-o 91 A/'. V/ 115 -r lo /h' /h' 143-740 Vrll 1-7 17' l??t(vs (,)-T /Z- /9' 19' ZS' ?? •, •, ZZ' MOVE /SSf?S AEV-93 JS • J?' 175' ?? ? , ?. 158 - /S UT/8 I9' /9 : ??' l > ., PIPE SCHEDULC Rto?c?T- S+e. /595 coo"-r./ NENDE.?SDi? S?tEEr l or- / [k?N?Q l??If.Tli _?aE? ?ANEtzR - L_,te.lGT?1 SeCtvv RE MARKS ' ?O' 7,90 , E&lflee i e zwb cm f /3f /5 ," 35 -- 70° 4B 'e X10' _70'` , ??F?/?C?? LivE y?A F??c l 7,?0 /g " Z5 ? ° /8 " ?fo' ?° L?E1?C?u? F F???? C?H ? 30 Z-i5; Moo 70 _ G?f?'IrICL? f ?,lJf?D rIN? L. v? Wr?Z ?'?G C M Z-t lD •' 30' /Zo° 418' ?' /Zo° PF/?o l?NP L.vE way «.?< ?3t 70 zs/" 3o' 9o° yo' god (9o? 30' jo° 70 4 040 -- t 87+ bo 19" -- 00-t C?5 if Z5' 90° IZ?? /? q4 4(0. - /8" /B Z-5 70° /B /B ?;- ??° We ?t7f f/1.t/Ij CM/? L:?? ltra?F ? lqo-t If 95" Z/f j, /co° 2? ?' /? ° R'?to' f ?rn?/? C G? ?t as ?'' z0b -f #0 /S Z7Z? Z4 000 /9 62) „ AT TAC,H M E?N TT A. ,f,w1???'ri: I',; ,:,i'I,?,.I .I.:.,?i i;'IYlii•1. ';. ? .. t The right of way is measured ft. on the /Vo e-771 side of the center line of said proposed road from a point 5 ft. _;?-Fi4 ?T of the SOart?.?,??ST corner of the //00545 to a point 5 ft. --We?sT ---- 7 --------- • of the Sot?T't WL=-'?orner of said ?laUSE 7 4-?5-?' 217? o5 2 The right of way is measured _______________ ft. on the _______________ side of the center line of said proposed road from a.point 5 ft. of the corner of the to a point 5 ft. ------------- ------- --------------- of.the corner of said ' ---------------- --------------- :3 The right of way is measured ft. on the ___ side of the center line of said proposed road from a point 5 ft. .......... of the corner of the to a point 5 ft of the corner of said 4 The right,of way is measured ___________ ft. on"the --------------- side of the center line•of said proposed road from a point 5 ft. - -------- of the corner of the __ to a point 5 ft. ----- _--------- - of the* corner of said ---------------- 5 The right of way is measured _______________ ft. on the _______________ side of the center line of said proposed road from a point 5 ft, ______-__ of the corner of the _ to a point 5 ft. --------------- of the ________________ corner of said 9 U11tE IpC GAtTINt E ?'fO Af,atwt4 cAr O BLUE G PNW1911 - MILL 7t/ 117 \ 0 f ? } '? ' ?Bl f r' ?r 1%J Pu.w. w 1j11 Gf?y ~ a IAIII. HEV, 4. tt"IEWltif it.. S 1117 3 fill ? Pl)vNET Y111. 3.1 Sul •...? _ ? V? _ 1 e II; 1Ltt 1711 ,?j S? 1171 ?.t1{y?\7 ° loop+nJGee?4 1113 11 (?V 1°•10 / .. ?? 7 IIaL wE . Eto:? d PAID for IIe1J{F1' " ?/\,'?-` _/ 1l1? ) a •1 mi. flit .t 1 .P r /? ' ? J171 ((/ L.r n1f ? qtl. J ° - ! IPGIIIOC MTIL 0 ll/ ? WIWI 111j, 1114 1f 77 I 1117 t If17 rP T Mn 11/1 t;} 4.? F11f1'1J' PICII Milt. urn 1111 - ?iit ?? 1117 11 .J 'fll r ? 1q i:. 1 1 I OR I.L. T popt•f r ? ]S 13!! fmtlt?,..l STS. >/ 12LL f-) 1 lL ; ?, J{{p U9 tL1 x117-1 uj 4 111: 1711 111. !311. i}d 1 " \ " 1114 'ry .l `, \ .. °1312"? f }-'111 t 181 .... AS c \I 64p Ifll1l?? -r _ ?._..... ••` C/Lnr 111E ? n LJ ??F- v-O N -U- HENDERSON COUNTY NORTH CAROLINA C O c? 31??l Ile \' / /? L91 , rA. _lul "it a' 1'/I ll O' N ` Lot 111. city. J,vd7 IMA ]__ . J191. 1 " . . !!'.. ty ItotV/ Cep. / 'fE'O J r? 71 O }ylr4rc1c1O r Srt>bd` $VOAPIO// M v° !2911111 %. I J92 1.p 'A3 :no Cle 1110 I}o1 I \V l ?G PROPOSED IMPROVEMENT FOR PAVING . SR. 159.4 EROSION CONTROL DETA ILS AND td. # Pipe C., u 245.03 . 245.05 893.01 890.05 245.01 245.02 892.04 895.10 892.01 892.02 897.01 897.02 894.01 245.04 896.01 896.02- 896.03 Temporary Silt Ditch .............................. Temporary Diversion ............................. T01 Temporary Silt Fence ...................... --?}t-f1+- Temporary Slope Drain with Earth Berm ______ 4 Silt Basin Type A Silt Basin Type B ----------------------------------- ------ Temporary Rock Silt Check Type-A ---------- Temporary Rock Silt Check Type-B ............ Temporary Rock Sediment Dam Type-n Temporary Rock Sediment Dam Type-B Rock Pipe Inlet Protection Type=A ° ........... 19 o Rock Pipe Inlet Protection Type-B ............ . Rock Silt Screen Stilling Basin ........................................ Rock: Inlet Protection: Type A ............................... AF _-- OR A Type B ------------------------------- BF ._ ..B) r? , Type C ............................... C U OR C ) C lass B - ,?XXx I ICI If 5; 1-t Bail n 12 March. 1992 7? 2T Silt Basin - 1 (S.B. 7) z? 1 r Silt Basin - 4 (S.B. 28) Silt Basin - 3 (S.B. 21) ? X28' Length of Disturbed Area = 100' Length of Disturbed Area = 200' Length of Disturbed Area = 300' Length of Disturbed Area = 400' %'Basin Sizes based on 600 cubic feet of storage per acre. Basins to be cleaned out after every storm event and when basins are half full. Silt Basin - 2 (S.B. 14) Ct::`.NNEM LININGS < . rlrr •;,?11f. •,. • )Lccmiiended Treat want straw and tack fiberglass roving or higher velocity excelsior rip rap elassf'''size, thicluiess and filter cloth can be ed.•by'District Engineer -channels'should be excavated suf. ficientl} p r pa n ruler such that the of the J. a in and ,grade of the .:Y. :?,: ;,:::.-? N'•dizneilsions specifications,:;- 1 . -', f,.. .'?: e • ;/. '?' ',):f •.:mot. ?'1 ?'1' ?' i , ;f:?.. ..: •? '111:t(.'f•'?'`:?•t'. ,':., fit.. tl' r°.I J'j 4 1,, rip rap•meet t to allow placement finished inside design PIPE ,INSTALLATION All pipe installed on the project will be installed using the standard method of pipe installation - Method "A", Standard No. 300.01 of the NCDOT - "Roadway Standard Drawings". All pipes shall be laid in accordance with Section 300 of the North Carolina Department of Transportation "Standard Specifications for Roads and Structures", July, 1995. Pipes will be installed in the dry wherever possible. Pipes laid in streams large enough to support trout will be installed six (6) inches below the stream bed to allow the bottom of the pipe to silt over so that trout movement will be over a natural stream bed. Typical Section Showing Proposed Work-, Erosion Control - In Buffer Zone Proposed Slope No grading to be done on creek Buffer side of existing Zone Existing roadway. ?---? Slope Trout -- Stream I I 1 I -? Grade, Base, and Pave Proposed Widening (Cut Side) Berm shall be constructed on shoulder and will be maintained throughout construction. The roadway is to be sloped to the cut side where possible. If not possible, water will be released thru down slope pipe or stone lined ditches. r (/) m OOH13W T NOIlt/1'lt/1SNI 3dId :j0 QOH13W O -? HOA ONIMVUO OUVONV1S HSI19N3 a m L o D m w o g II' ? ?I x ¦ ¦ z ¦ y Z - o II m H C tl? L "' y w cc m % x% r r oo m c D T ? M x y ?p S y ( n O D ? C D z D O O vm r r C rt' ° y< ° S y Z v III - t m i ~ m M Ir y = m z III o v .< m z = ? ? .yi c III =z F ocS AI m K a -+ z my m H cz pl 9 Od S - z-4 M p mrp N 8 N y y y p T 4 x y m y w ?m N F..1 '+ In m 0 111 :11 In i L)oj D ? t l III 0 W - 0 0 O III < C O O = m ?m mmx = mb y y$ m Q + DIII z?"' a m m w o°o m N 111 i i c n c p p Z 1 k• " 9'o r m Z O G m D m0 _ r y r Km Z ?y +r rmA tr'e' ? y' y r= mm 7n w n N; TD QrQ r O y N N I; N ? ? Op r o° y w Oy Oy m >> r r y m > mxr r X " m m m zO Cm p i > 9y l i n Om' ?r namm Opp• m a SD m ° p 0-4 C no mm A y > f , w m a D y • IH p m ? ? Om ND NCy r n'" a m L=7 s y a w>a <NO N? r m Z xg?g >e Z =r0 DO m n Nw -1 (n C y?TD KOa mm ZS ? C H y > as mm°= m D r m D III J/ y OO on mm Cm200 T a m Lk 1ZX X X -.r .T.7 mS•+mm ° az r m z111 L fJ<r0 Ow< mm . -ly yr? m°`o < y N O o - !"I II m C =r> A. N yN T D g O -I m y m y 7 c>w '?'+ T T p T y C z m I ?I o O O a-4 OrT x S T "'? om y r > y M O?I Nw a N vx z y m 2 a D T o DOy mm Tm m« 0 a m :^-? z r III L, 1 ... .? 0 n zD C ?III mc-T'g no ° -? Z X111 o am or aoz o D °? Z N ?? I ? III O y O O z JI D r m z O x O ° a O z ,II r \ I m ?. W m ENGLISH STANDARD DRAWING FOR o°m METHOD OF PIPE INSTALLATION 6 T METHOD 'A' ...... 0 9 T w r 'O'N ' H0131VU SAVMHDIH JO NOISIAIO NOIIV1HOdSNV81 d0 '1d30 VNI108VO HIHON q=- -n d0 31VIS o? Z oz O w- Tr 1 r .i D S o 1? -n O O C +. O O Z °. v m -Di ID o In 2 9S? 9 m r ° y p O zz Ty Cy O A D ?1 222 x N 1 I I--I m p III o In \ o N 0 o Iil ". Z Z g o lil ?O r r v > + a III c M N Z z 111 ?\ y T m r pa 2 (") L m x = ^i m D m c m ° I?- ?II 11 1 I '\ III \ _ 111 O 111 ? e III ? III III II II a z z O w m S 9 O r m m 0 9 T .m.. r 0 T . 7 i STATE OF NORTH CAROLINA DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS RALEIGH, '