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19980274 Ver 1_Complete File_19980326
State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director 'AIT NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES April 8, 1998 Burke County DWQ Project 980274 APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. Stephen Moore NC DOT Route 1 Box 169C Marion NC 28752 Dear Mr. Stephen Moore: You have our approval, in accordance with the attached conditions and those listed below for the purpose of paving a road at SR 1728, as you described in your application dated March 26, 1998. After reviewing your application, we have decided that this impact is covered by General Water Quality Certification Number 3103. This certification allows you to use Nationwide Permit Number 14 when it is issued by the Corps of Engineers. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must fullow the conditions listed in the attached certification and any additional conditions listed below. Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds (T 15A:04B .0024). 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 conforming to Chapter 150B 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 Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-1786. Pt.r on H owar r. P.E. Attachment t cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DWQ Regional Office Mr. John Domey Central Files 980274.1tr Division of Water Quality • Non-Discharge Branch 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX p 733-9959 An Equal Opportunity Affutnative Action Employer • 50% recycled/10% post consumer paper .,7y..•SUTF°? 1. yL NIP STATE of NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. E. NORRIS TOLSON GOVERNOR SECRETARY March 19, 1998 Mr. Steve Chapin US Army Corps of Engineers 151 Patton Avenue, Room 143 Asheville, NC 28801-5006 Subject: Nationwide Permit Request SR 1728, Tunnel Road 1997-1998 Urban Paving Project Burke County Dear Mr. Chapin: I am attaching a straight line diagram with erosion control plan, an application form for a nationwide permit, and a county map section relative to the paving of SR 1728, Tunnel Road in Burke County. Tunnel Road is presently 12-14 feet wide. We plan to pave the road 18 feet wide and increase the typical section. The typical section is also attached. Grading will be light to moderate. The project begins at SR 1729 and continues in a northerly direction to US 64-70, a distance of 0.47 mile. We propose to extend two (2) culverts a length of twenty (20) feet at each location in unnamed tributaries into Double Creek at survey station 1+30 and 11+20. By copy of this letter, we request Joe Mickey, North Carolina Wildlife Commission Mountain Region Coordinator, to comment directly to you concerning the nationwide permit request. Route 1, Box 169C, Marion, North Carolina, 28752 Mr. Steve Chapin Page 2 - SR 1728, Burke County March 19, 1998 By copy of this letter, I am sending seven (7) copies of this application package to the Division of Environmental Management. Your earliest consideration for this request would be appreciated. If any further information is needed, please advise. Cordially, Stephen A. Moore, P. E. 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CCt-S _ 2•?-2?r•G_` ?, _ THE T IZ PROVIDED N1aY?? ?0, /gQfi? ? I ILT" - 11 t PROJECT S - COUNTY Py y- W- Sheet 2 of 14 TYPICAL SECTION R/W R/W r Sr ? , 3' 3 Pavement ?" ? ?? /: ! SLOPF /y PER FT. SLOPE 2 ' I A. FILL SLOPE. . . /1/2., !/ e r 8. SHOULDER SLOPE C. DITCH SLOPE . 31 - - D. CUT SLOPE. . ` Z'` ABC Compacted ABC Loose TONS (DRIVES). TONS (INTERS.) TONS (ROAD) TONS ( TO'T'AL ) STONE BY Sheet 3 of 1 ?2- FULL SUPERELEVATION I .JCL OF PAV'T. IS PROFILE GRADE FULL SUPERELEVATION I SECTION-EE 2/3 SUPERELEVATION I 2/3 SUPERELEVATION ?- I P. C. OR P.T. SECTION-DD SUPERELEVATION = I NORMAL CROWN NORMAL CROWN I SECTION-CC LEVEL NORMAL CROWN _ SECTION-BB NORMAL CROWN I DRMAL CROWN SECTION-AA STANDARD METHOD FOR OBTAINING SUPERELEVATION 2 LANE PAVEMENTS Ideally, 2/3 of superelevation is obtained at P. C. or P. T. as shown on Section - DD Example: if maximum superelevation is +.06-06, the superelevation at the point of curve or point of tangent is +.04-.04 .06 x 2/3= .04 Superelevation for 18' Pavement .02 0.4' E.P. to E.P. .04 0.7' E.P. to E.P. .06 1.1' E.P. to E.P. .08 1.4' E.P. to E.P. Normal Crown -0.2 ROCK 51 LT GHECKS - OUTLET OF PIPE (INtdfh of rock cl+ the owlet °nJ o be 3 fimcs +f e -Jlomefer of the pipe cincl -Llope.re? In-1-0 e l ?-rNg difch) /n,l Sheet ?' ? ? 1 ?. 7z R / 8 -------------- --- -- - - - - .GY- L S F In/N I ?' I -'`- - - - - -lox ' - _•:?? ?_ ?n ` 7J Z? 4= Sl I ?? 1 ?E S /G N fd S'/L T BAS/?? ?t c c i -? u r hoc GU.E/C F-ET f'E/2 ACHE EVERY S7-,6R1-y? E1/?"Nr f'N? CLENNEL UUi ?Uh'E?? f/frLF f!/LL NOT Ta SCALE (s,,3./a-) Z? L ENGTf/ of Z1S'r41,RB,6Z) AR??' boo / LENGT/! aF z/..f /R BE AREA 3 e ? -.6., OF L-27 5MEE7- Sr--0 #` 215D3 215.05 893.0/ 890.05 ZIS. 2 895.10 892.02 L E-6zwv f01f ZriPOJ/D/V CD/I/lI?DL D???C?S DEcS CR/PT/D it/ S IV/M,&0G TZ-1IPDf&1 s/Zl D/lCf? TEhlPOR,g1 oiva5lily MI-opd, viPY S/LT fzi?Cz- TI-IMp of SIO1DE491PW1N w/E1fflh'BZ'/fi# S/LT Bx,511Y TYPE B TZMPOR??y?acK s??rcH?c,? ryP?-B T??1Pa??RY,?OCKS?Dir?ENTO??I TJ'i°E B CL45S B D/TCy PRDTECT1M RIP - R4P -Cl / PPDTZcr1ON ROVING o// oaTZEr S/ZT lowz- -cll"M ryPzB COLOR CODE TT z R -*-94 BL UE STiPEf1?Gl RED TaPD Ify E C. BROWN F/LL Mp R yEL L OGV Z -C. Dwmo CL E"?9iP1*f l?1'UBBI,IC OPERATIONS rs o - ----= ro ENE (? ALI`-U4 -51' 2 2 PG. 51? ?7 2 RIDC, VIEW DRIVE LDESE NC 1 rr 2 CHARLIE M. INNIE YOUNiT BK. 62- PG. G 08 `55 2601 POWELL DR. EXT VALDESE, NC 23690 ui (I r) 6 8W FENCE /7 `T (DEMOLISH FENC ?Q nro r~ Ex? «? ,e/? / -? ? Cle.u ? ; wy l/1 ±gg 8EG,C).5BW FENCE= 40 'LT. ERA R K E COI.ANT`( SR 1-728 TUNNEL ROAD SHEET 7 OF 12- HS E B?RN? T -WAA ?? PC-- 11? '77 908 Plk' I VALDES I ' ?Sc,?T w ? o 1 l? I ? ? I o In BK. 7 cr 48; I ?n t I I VAL I I c ? a o t EXIST. I' Ii ti 9\ a \ i 6 ,BEC. PROJEr'T L STA. D+DOlN SF, 17213 EEC. PROPOSED 22.5' R/W LT RT: EP.1Du-- ST. E, NC 2z3 )0 I ' X 12CO" R P ?OOR t?Q) Yc,F/... EE'?LEF 4 P%. -410 '4w E5 E, tic 26 6 9C :23' X 30" CSP i? I I' 6U RK E COUNTY \?P SR I'723 TUNNEL /? © SHcE?_`? v? _1 I I 5 LEON ET7" H. SN T 8K . 55$ PG, 75 %73 ? I I i ?SVEY GENE ?5 LMA S IT BK. 522 FG. 51-5 -17 t.2 T`: E, =10L?- ±,?a TEL. FED. 22.5'1-T. (RETAIN) 22.5'LT. (RETAIN) 3 i I r FONARD T), BETTY H. SMITH I I 8K- 542 PG Ina I to 49,V T.lN.A1EL ROAD I ??,aL0=5t, n.;c. Li 'b I a? I d. ? I I i !? j I I t5Z TELE. POL5 J I -W 24 RT. CO,K. 7 /s s«i 4 r? 225"I ' 2:? i EARu ve 8. =r€,i:?; ` I i I EK. c? r,--- II`7 +t I I I i 5 I V /_ SC I I 'I 7d Cc B BURKE SR 1'128 TUNNEL F.11 0 511 EET_3_ OF --?-?' r- \ n (11 71 O? 1-4-1 [Q) TERRACOTTA 9.5' RT. oA1AGF-LA-C,,',',Jt4 POARCH BK. 778 PG. 1995 ' 9l 512 N. 5TERLING 57 VALDE'SE, NC 23'9ej /W SOIL DR. i . I 4 la _9 t? TELE. +rc, TELE. P LE 19.5'LT.(RETAIN) 5,6'LT [RAIN) I EXIST 4r'X24"-"SP ZEL )ARCH. 0&1 . 840 PG.17(c '95 IF- 512 N. STERLING ST. -- -VALDE5E, NC 28690 0 w i EX 15T. ;•2' X 24 CSP d I I, I ? i 9 8K. 278 PLr. 151 '6- 2415 TUNNEL ROAD 5.W VALDESE, NC 28690 I o I mO +? rNG Ru?r; Lvr?.L? tBq BEG. ROCK W LL- VAT, I ? - ?? rI Y HELEN HE SON BK. 209 PG. 410 160 I 2439 TUNNEL ROAD VALDE5E, IVG 26610 18 GRASS AREA G I?? w/ZU'XIS"LP r 7'lsc-A3 w/ ? ?? o- I vc / -F?i .J to I I i a 3 +U I IN I I ; 12' r-'? OR ?,[ f t?= C,50P INLET i 0 , 1 d IVE`( GENE 4 LMfA :5M TH 8K. 522 FG• 5)5 `7'7 V 555 ter,-: _ r 24.55 i LINNEL nvAC I VALDESE, NC 254-?v 1 I i 13 11 C?uivi 7 6 U R K E 5R 1725 Ur??NEL RAG III 1 'ZI MEET ?? OF I , r 1 1 r to YI Al E w nr I ?? I I +?,1 WATFR VAI VF 22'f1 I. VALV I< rl-5 L L-. ° CI-r-? rI. ML,7MLL,nUju I 1 ' a II 24'Rr - - -- BK. 850 10G. 12513 95 I I I 19 P.O. BOX 881 ?I i,1! CURE ,qc(T. VALDESE NC 2890 o RTAS VALVE { 1 7 Sc i3 r..rJ ?,P e v . 7°G ,o 18 t$Q r.RE HYDi?ANT +1 "44,fATER VALVE 1 I 1-7 G; ( ! ??nRUS-Er CREEK pE\/_L3rf'lET1T `?. a`'' I Itn P.0, aox G c c _ la i ! i I t I I END ?o' Li. CGt4C. TUNNEL I ''f„ F, 'IC ?? J:. T?Ir;N EL ?? I , I r?? 15 CONC. TUNNEL 12'LT i ! I ? i aANGELA. DAG,1N PQ 6i'i. 7i8 FG. ;q95 '?t ( C! RAI P'', F 1;?.-'l PCAFCH - -- -- ' I I I BK. tie Ps. 151 65 A /'7 a: l: 24 I i BUR r?E GOUN-r?f I SR 1728 TUNNEL ROAD .SHEET ?I OF I2- 31 5,; SIGN PATS 17 U L L. y EF.=' E I. i-i '- L I D \ZtVBK. 650 FG. 1253 `95 I I ! 1?5= CF. ?1K DE?IELOPr?ErlTCO. it I It Z3 i I. I I I i I I I I I I ? Ln Q ? i I I n I? o I a o I I o? al I III I I t1? I I° I I o ( I o , ? I I I I I I , 1 I 1 I I )2 2i 2 L• I( I BURKE- C0u,\n-y SRI72$ TUNNEL ROAD SHEET Il OF 1 ?- PT,J n FRO.'cC.T C ZTA• 24+60 IN q- U570 C A L D W E L L I C O U N TY I I CA7AWBA _ I t312 ? 1512 'I I ?-SR 1728 TUNNEL ROAD -I Begin project @ survey station 0 + 00 - in the centerline of intersection of it .03 Lre0 SR 1728 & SR 1729; thence northerly for a distance of 2,460 ft. (o.47 mi.) to end project I ?D3 5a "? ?2 in the centerline of US 70 @ survey station 1332 „33 '33' ' I 24 + 60. I 135' /. 03 1531 t \ -_ r09o / 1535 1 I ?' I I / ?? 535 '333 _ _3? l I I ? I 1 i w? ortDRl r I 1- - I 1 i it - - 343 _ _ r_ l \ ?° N I I?1 " -I ror. l,ru ? c I i, sz5 ? ? \ • I ? ` I I I \ ? ,v \?/ I I \ 3 I 1 1327.. / . I 1 •°° ?? v < ?.I t539 I t53o I - 15-3 I, v I. I 22'7 ?? - 1129 , --A\ Valdes ?, :I aJ 2 rq. 1.111 O r/ / .. " .p72 I1 1725 I , 1730 ] 1123 I ?? 1 )0 r 733 ., JJ. 1399 ? I r C 1726 -,L, 1 lad _ 3u p / =2 1729 ? _ - ? "y. ' .. _ - \\ .739 C 1740 172) 35 - 1? 173 ?- I ?v I Vii. 33 1942. 2. - 993' 82'? I 44 .23 1815 .0 737 Jr? -'3c 734 17an OP ?Ell i 94 '953 l 973 BURKE COUNTY -