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HomeMy WebLinkAbout19940576 Ver 1_Complete File_19940621State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director APPROVAL of 401 Water Quality Certification Mr. W.O. Atkins NC DOT P.O. Box 558 Elkin, N.C. 28621 Dear Mr. Atkins: J&T?W* is AA 5W C)EHNR July 5, 1994 Alleghany County DEM Project # 94576 FILE COPY You have our approval to place fill material in 0.1 acres of wetlands or waters for the purpose of road improvements at SR 1135, as you described in your application dated 20 June, 1994. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 2745. This certification allows you to use Nationwide Permit Number 3 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 30 days of the date that you receive this letter.. To ask for a hearing, send a written petition which conforms 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 Environmental Management under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786. Si cerely, reston H ard, P.E. irector Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Winston-Salem DEM Regional Office Mr. John Dorney Central Files 94576.1tr P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper srng .?? 401 ISSUED STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT, JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT I I I GOVERNOR P. 0. Box 558 SECRETARY Elkin, North Carolina 28621 June 20, 1994 Mr. Ken Jolly ;vi Office Manager U. S. Army Corps of Engineers Regulatory Branch 6512 Falls of the Neuse Road Suite 105 Raleigh, North Carolina 27615 Re: Grade, Drain, Base, and Pave SR 1135 (Bess Spicer Road) from End of Existing Pavement to SR 1139 in Alleghany Co. , North Carolina Dear Mr. Jolly: The North Carolina Department of Transportation, District I Maintenance plans to grade this road primarily along the existing roadway in the 1994 - 1995 Fiscal Year. Due to the proximity of a DEHNR Trout Stream (Bledsoe Creek) and tributaries to DEHNR Trout Streams, we are requesting a 404 Nationwide Permit (#3 Maintenance) from your agency. I am sending a straight line sketch with the proposed erosion control, stream, stream bank, and construction limits. In addition, I am sending a typical section of the road and cross sections at station 58+00 to Station 58+70 where we will be encroaching on the trout stream buffer zone. We will be extending and or replacing pipes which involve streams as follows: an existing 18" pipe at Station 26+40, proposed 18" pipe at Station 30+80 at a wet weather stream, an existing 24" pipe at Station 54+45, and an existing 18" pipe at Station 55+30. We will be tying to the existing bridge at Station 0+25. By copy of this letter I am asking Mr. Joseph'Mickey, Jr., North Carolina Wildlife Resources Commission District Fisheries Biologist to comment directly to you concerning the 404 Nationwide Permit Request. A request will be made on this project for a Temporary Encroachment in the Trout Water Buffer Zone of the DEHNR Trout Stream (Big Creek) and I am asking Mr. Mickey to comment directly to me concerning the Trout Water Buffer Zone ATk f Jolly Page 2 Encroachment. Also, by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clean Water Act from the Division of Environmental Management. We would plan to begin construction in early fall. If further information is required, please let me know. Your early review and consideration will be greatly appreciated. Sincerely, W. O. Atkins, PE District Engineer WOA/JHM Enclosures cc: W. E. Hoke, PE, Division Engineer R. M. Freeman, PE, County Maintenance Engineer Doug Miller, PE, Regional Engineer DEHNR Neil Trivette, Area Roadside.Environmental Engineer Joseph Mickey, Jr., District Fisheries Biologist, WRC Eric Galamb, Water Quality Certification Unit DEM (7) Request fof WRC Com1 on a DOT I)roject vy Yi ?y1 r , ? Y F? ?Comrnent for a 404 Nationwide Permit in the 25 trout counties ?(appli*cation package attached) hit ? .2 {?j '.Comment for a letter of approval to work within the "trout buffer zone'' (detailed sedmentation & erosion control plans are attached)'. -Return continents to: W, o, q TICI N s P c. _ t??STR 1 G T c_ r-lG/•/ ? GAIL . DEM ID: ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 3 JOINT FORM FOR NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE CORPS OF ENGINEERS NATIONWIDE PERMITS THAT REQUIRE APPLICATION FOR SECTION 401 CERTIFICATION WILMINGTON DISTRICT ENGINEER CORPS OF ENGINEERS DEPARTMENT OF THE ARMY P.O. BOX 1890 WILMINGTON, NC. 28402-1890 ATTN: CESAW-CO-E Telephone (919) 251-4511 WATER QUALITY PLANNING DIVISION OF ENVIRONMENTAL MANAGEMENT NC DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES P.O. BOX 29535 RALEIGH, NC 27626-0535 ATTN: MR. JOHN DORNEY Telephone (919) 733-5083 ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. 1. OWNERS NAME: Na2TN ?A?2oG/?vq ?4?!Pr . OF Z ,q .s/°u27/-- r/0 0-4 2. OWNERS ADDRESS: P. 0. So x SS 8 Ec?c0•4 z86 3. OWNERS PHONE NUMBER (HOME): (WORK): 9/'0 - 8 35 - `1 Z `! 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: 14. O. /U7K/NS P. ' . D/STl2Ic-r /Z. ? . Bo x SS8 EL.C/•.? h/. C. 286Z? 5. LOCATION OF WORK (MUST ATTACH MAP). COUNTY: A'-LC-6 F1'9 -4 NEAREST TOWN OR CITY: _spg ey-A SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): S2. /135 F,C- -\ E,vo of r/r,! 6 PqY LMC-tT T- _5 R /1 39 6. NAME OF CLOSEST STREAM/RIVER: ,L3C.EOSc c C-e4FaC 7. RIVER BASIN: " E W 8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS ROU , SA, HQW, ORW, WS I, OR WS II? YES [L,] NO [ ] 9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES [ ) NO IF YES, EXPLAIN. 10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, LOCATED ON PROJECT SITE: o./ PC. 7/8/92 -2- 11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY THE PROPOSED PROJECT: FILLED: L C7./d DRAINED: -- FLOODED: EXCAVATED: TOTAL IMPACTED: <c./o 12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): G,24o E D,Qq"N &.SE 0 PAve s,e ?/3S n'1 46-tio Or' Ex/s?-?•r? AgvcmL.vT- 7T• rsR //3S c- CH QNy C. nl. c. 13. PURPOSE OF PROPOSED WORK: _ MRRayE `5,9rt° rY IripeO?rc ZDz g i •v A c c- * /0,9 v c- 14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS. P,PE.S IY714ST QF le0loLlQCC0 / LCFX7-e"OEO %6 QBrql .v Q `5,9 r-,-- TvPicgL ?Srcriow 15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. HAVE YOU DONE SO? YES ( ) NO [/< RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT?- HAVE YOU DONE SO? YES [ ) NO RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. 17. ADDITIONAL INFORMATION REQUIRED BY DEM: A. WETLAND DELINEATION.MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON THE PROPERTY. B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT. C.. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH COPY. ` E. WHAT IS LAND USE OF SURROUNDING PROPERTY? ?u2Ac F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? r Z.o.g? OWNER'S SIGNATURE DATE EROSION AND SEDIMENTATION CONTROL PLAN EVALUATION FORM Evaluator: iQ. D. >?-uLTOn1 Date: S-/S- Jjq Project No.: N ?A County: Div.: J/ Location: V 11,3 S 13ss3 SP,? 1. Is there a Erosion and Sedimentation Control Plan for the project? YE NO 2. Are the design calculations shown? YES NO 3. Is the plan adequate to control Erosion and Sedimentation on the project? ES NO pp o/ 1rrct . h.?vL L 4. Is the project in a HQW zone? YES 0 a•r!/oi' rRa07- 7fPo47 TA ??. 5. Respond below where appropriate: Site location or vicinity map . . . . Erosion control schedule. . . . . . . EC measures in drainage turnouts and before ditch outfalls into streams. . Basin sizes . . . . . . . . . . . . Temporary slope drains. . . . . . . . Temporary rock silt checks. . . . . . Temporary silt fence. . . . . . . . . Temporary diversions. . . . . . . . . Catch basin/Drop inlet protection . . Pipe inlet protection devices . . . . Pipe outlet stabilization . . . . . . Ditch liners - matting . . . . . . . - roving. . . . . . . . - stone, class a addressed on plan needed on plan N/A n ff E.4 1 1 -'FA 6h Are Temporary Silt Fences used in proper locations? (5) NO N/A Are Temporary Rock Silt Checks spaced properly? YES NO N/A Are Basin sizes adequate? YES NO N/A Other Comments: ?Q Jar- ?'W' a?GaKUfe B?+f ?i de u.icJ 7(0? R 1) croJ3 1;,,t 05? iOGT sr 4 1 ?f f y o - ?Q ?a?•y,w5 wet spy%?Gs ??owlo( de wo?Cil u?? w; fl, care avJ ad e9-a Ae Sf..?' 844 w; oe4.,) s?b•?e be 4%.rd sad %M,w 1 .e T - A Qrs&ec m4y' V4,J 1;/ec*4 o ve.- -- ,. i Crass /Ae a mV /j - •J ? g v W w 4 ? y e W v ... . ? a Ol 40 Vo 4 0 - 0 Q b, ? ¢0 b P? 0 4 ? 1 Q O ? Q Q ba ?? N ? QQ Q.Q Q W J ' ap aR V3 Q z ? O J ? ?. Q 4 F Q p / ,C •?gu rq ? / 7 ° G.? G E.O.SQC ?iC . ?7?JT ?O I ! S8 t 70 •G?S 33y (c).Z) ?V IS C-CS % Ky LLEIJ X00.0 1n?AT?2wq? N2? R = C 5? (IS.O) C c,.6) - +.50 3.3) (7.6) = i `1.35 3t. ?'S )-2 E?irnc -e. v t_ G t r • at /, So f 3,-2 F 2. S WetTeD z 7 o - 29 -7 F 66? °•S ,"tI \ ( -3 1, 85 ) 0.,,016 Co.o,s Q -Co.oss 1 ?LopC = 1.5?'/6 Ass-,,,eI ?9- E71- ev /co,o 31, Rs 12= t ?, 069 z9--r! III C? s ? ? \ / 0 v.Ele 70 7° cX? i LL- EROSION CONTIZOI, DETAILS AND SPECIFICATION'S Coves r Y ALLEGNArrq ?Lc1? ?ast?tluilu>_t ?X,?,? 245.03 Tompoiaiy Sill Dilcll 2 45.05 ................ I.ND Temporary Diverslon 1193:01 . Temporary Sill Pence - 090.05 ...................... -111 111- Temporary Slope Drairn wily Larllr Berrn - - ?- ?- .......... 245.01 Sill Basin Type A . ......................... 245.02 Sill Basin Tyne B ... -0 092.04 . Temporary Flock Sill Check Type--A .. ............... 095.10 Temporary hock Sill.Check Type-B . ..... 092.01 Temporary Flock Sediment Darn Type-A 092.02 Temporary Flock Sediment Darn Type-B .• ?`? 097.01 dock Pipe I111el Ptotecllon Type-A .. . 097.02 1194 01 Clock Pipe Inlet Prolection Type-B ... .... ... ... U . Flock Sill Screen 245.04 Stilling Basin ?. ......... . ................. :............. Flock Inlel:Proleelion; ...... 096.01 Type A - 090.02 Type B ............... C3 . ................ EL O1? •• f3 09G.03 . Type C ............................... C Y"" - [,) -• oil •. C? 851 UiLch Liner Pipe outlet Energy UisipaLor 868 rtip Rnp ? IUD rr 1 12 h1,11cli, 1992. A SR 1135- BESS SPIC.E.R +2o(:`l,0 (?.?oZZ49 ALLeGNANN C-0- W.D. G AP GV I L 1 c)v4NSWP G2ADE- DP-P\iA-B SE-ANOPN\IE +? 1?J ST 1,k.,(7. D so' .IpE ?y ? G? I N I A ? V I R O Z R 0 o o A Y S N i T C O U N T Y 71 7 a 1100 X11 Z? l 7 lr- I la 1,42. s1i4Z N ... a 1147 5 !!!I ? !!!? New BeMa ^ . !!44 ! N7k h1.01}1> T 12 Q !?17 1!4) + u0s 1 3 7 !14714 10 an! H le v P v ' ,t . ., i)+1 Ilse :b J . ..r 1.41 1+_4Z Ch - l,gY •J 111? 111 • !338 •o n 1?+1 S94 BALD KNOB J 1147 `+ 1117 5 .7 FA `t' . a New River ?' S 1 L 1+ C 0 1+4e rae f'lf' ljoll 9 1. 7 ,g 95 ?- 1311131 \ 1211 F IV 1' . 1.J Ch. 1!17 1+1] All .a - Cro s_ .1 . 1.0 u roads q .5 - ? 6 j \D 14! 1101 1405 1+ If77 ? et !?2e 140 ? li ` 4 r .J \0 .1 . o- .7 ) 1+79 . C4 •a 7 e a .J 95 ,7 Ilf? R R ?? 1]!8 !!91 H!4 !94 Ifl4 ?SC'r, DOUGHTON !!13 F ; . 1!34 i 1 , I+sl .7 '•. lilt 0 L !!4 I/ . 7 111! es ?` 11+7 °r \' (•!: 1141 \ya 7 Jul /.? q IB MTN. l!l4 u 5 f 'a 11 5 .5 Y --- . I+S j O 1300 1!14 \' 1154 ) !./ 1154 ' + o 1 7 sig 1337 14 0 '14?4 'm t Edwa Emicd, 1 rdi' 1431 17 . 11 1 Branch - (Crossro s ` , .• u+fl 6 - 4 ? 8 tt Ch. Twin Oab USE / , •B 1501 he 1411 • i111e 1+ tl ne 2 \p t 3,9 T .3 C 1 S1 alTord 71 SO 1431 I.e3 Pine / Jim 111.?. _,\ FA 7 E to ., 5 Ch. .o N 3 / • 1.7 1` '9 r ...... le? ' 1474 ::: ;s ?• 1Of Of v - pin r 1,1)2 TV A5 110 II44 117s i? SPARTA `i?. : /; . !424. `'r': 1.54 J117 a Li// 7] I e + y.3 f n 1147 POP. 1 687r is ) _ e : 14141 u fA 1' f 1412 p ^ l B n R v + - \ WA •d RiC Hooker 91 e b 9 ` 1e7 1144 ti ? : .\` ° I heslnW .::a a?7 a+ s h "5 .. .7 !!e¢ r.p ij , ? ? 15oy Grove v 4 y Ch ? v 14]4 . ? ` ' L4 - 9 u7Q .3 1 0 1e 114! L \0 9 1 1141 II7s y:y Ilse \ fI;S .• •'?4. . \ \ \ ` F l.+ .. 7.7 14?2 1+ 3 1}4! \\ a 1 + ) 1.1 w Q 142i / 1 1 170 l FE ER MTN. ^ 1.0?? .1 .t. \ \ "' / b 1!21 iTi 1122 '•.J tr4V /.p '-- - \I16A e. 95 1 1.6 b \ ! An1io<h ? 1141 Ile) Ch. ./ J?4 A.5 5- - -3 \ \ 3!12 (j . Har\ 1479 1 I+ - I ? _ v 1. v v 1 1461 e] 117 I o CHEEK MTN ° . i1 1 IAZ2 ` 1 1141 ¢l . ? 1133 _ J 1 \ f'S .J 11]8 •2 5 \' 111+ 1,1?0/. II19 ?p 0 n le 1 7 11+1 DTI 0 •J Glade Valley `\ I?03 Ric Hill a /BO/.p ' !.142 1 J} 117 e r •7 ' _ e .0 10 j 1 1171 ? 1 ?' 'B fs .9 ?? 1.9 Ilee •e ')' 1+91 PraMer Cree ?. Ch. k 1!17. Whitehead N : • , \ nle 'e y!) 1142 lr\e'r'h \ v \III+ .11 ..' I I+e7 uae ? M1 . 5.0 1151 5 .e r! 1.' \ 1 .+ 1114 - r 1?0!\ 11 ]] 1119,1. /TIII 1, l, 1?1 ( / •. .V ' y ' / o ' _. \? v \ - + Mounts' View / L144 6 0 11 n]a !9 ;7 i Ills / 71 Cherry Lane BLUE - Ch. 11)1 b •II I•' \? IIVJ I It)1 ` 5 IIIa I+e1 Q ] 1,72 - 1 ! /111'0 150 // \ 11)1 7\.'a 81111HEAD 1111 ,s1 1.3 11 s Ile:1 14 F MTN. 1.3 I.p +71 C 5 ] S p\? ?r? 1 p ? • Ile9 11)1 J ._ 1115 .> 111] 1170 \ iS '.1110 ° Ilrtl a _/ , t 9 III ?? ?? W A .a A 4 ? 1.171 ` 119) 11 )41)41 1 ]v =•I?? , 1 1111 1109 0 • I II9 ) 1111 7' 1`44 pp yQ•\ I I.o K .?? \ ',II ,'I r a , 11. \ ... \ •Ct l? .711 ua I+e] ! - l GENERAL NOTES ON EROSION CONTROL Silt Basin Type B's will be constructed to the dimension of six feet by three feet by three feet unless otherwise noted on the plans. Generally, the order of installation of the erosion control measures,.will be as follows: Temporary Silt Basins shall be installed before clearing and grubbing begins. Silt Fences and temporary silt ditches shall be installed after clearing and before grading. Temporary Stone ditch checks shall be installed as soon as ditchline is established. Pipe Outlet and inlet protection will be done as soon as the pipe is installed. Seeding and other.permanent erosion control measures are to be implemented as soon as practical. C/L ?J V Always SUPER toward ditch line as a temporary measure in this situation! C?l LLJ 0- W U) L Lb < ? w 4 C) ?t PC o ' v ?? r J W Pa m - al ct ?)j 4fon _ MATCH I , I LINE Q ?.o k +oo- N N 25+2? '? . N J ( 2faD ?n N ? V x v I 1 N ^^ v / QL/ C) Z c U r t. ll... in V 0 0 Cl Q. O O cr a CI-N / ? LL N Oo q „ R N_ U7 o- Q V / W Z lO V / W N V) Q Y v V ----- ?? _ S 0+00 -SEC, T/Wc 'qC6? I-3 ? 3 N C? N -t- 00 M/A I ?H n j LINE ^? N ?I 01 ) I 1 I°4 IT I n N 5, 2 5, ' M N CC (atJ o ? p L LJ p L Ll W ? U) O U) O vO o o C N CL Q `fU 62 Z x N x • J Qz U s- D o x - K QC Q? q foD N MATCH X N LINE g 4tva MATCH l L LINE ?n o of n_ I? l 3 4Ob U 25 w V w Z ? °` °t (t x ? cr (41 LU 0 lU D L o 1 11 4-so v) V v _ o 0 0 r I N ?qo W + 0. um W OE .% Q x Q M> d' A N N \l /? 9+So I? L??UNE? S?.?CS 91-o0 MATCH LINE ?? tov MATCH ? LINE ce -V C n /?4oU v v 7-- J J 5 i a ?n r M cl? J (,, a 0 O D O V ) U) Q- a- . CA- V O ) O O om Q. Q .. 0- Z Q a NOTE: SUPER ROAD -lo LEFT FROM )84Do- 24400 I ? 4oo i - -1 1*1 1 1 1 Q y ? oc ; X (- .? z x _ 32uNeR Sl c)ES Ic MATCH a /4-toy LINE -7- ;v 2 4+oo MATCH LINE 2 3 +4b N 2 5" 2 r 22+ob cr (-4J N $?o acvLU o lU ca LU U) U) U) r0 V n.. O a O a pr "20 O O w .. LY . Q % 2l+00 N -t- d ? N a Zo+vo x m ?a aLO a_ 2 al L:Ly Mr--M ICXLE 9f0 MATCH LINE N v 2? tyc? MATCH N LINE ? -_ v N D N x N Q z 5 25 , C)? w a cY UL) rt o 3 ? a '? 2. ?-tvd s ? ? cr ? ?o : o o Vt L) tV Lu ?U) ? ? - ? o 0 0 ( 2- _ a Q? 0 ? Q o 0 Q - z LO T .. N k N cs K ? ? N 2 tvv ? i Nyye '. - M co T .. C co .. N cy- MATC H 4 END LEFT SUPER 2 .fv `? LINE c?? -- 22() 0 v? N M N ? 52 5, MA TC.H I -? I LINE Ck cc 29-t MATCH I I- LINE r 0 CD Ma C N LINE N ,J Y ,.., f-9 ,.1 N x M V 5 2 5, - V. yN N N ? N cr ?1J [a LLB O lU U vO r O O t c m 0 ci I z V* ENO LT SUPER MATCH N LINE 4 4+uo MATCH LINE D r Li N M, h L?J 43+vn cY 5 2 cil cr ti 0 0 0 ) U) Ln Ln = Z NU O -a ?o a O a o v a a . a 0 z I-Hoa J Q N rc ? U p ?- f6C7 . .? NAME x L39,f?v MATCH 22 LINE 4-9f?o MATCH LINE 0 1 ?? N N 2 5 2,5 y M x N r c Q Q LLJ U) tL U) Ld U). _ U O O o o ? 0 Q. O ? z U ? N 44-too MATCH LINE ?"g goo MATCH LINE v?"3tvo yc N O 25' 2 ti p N - Q U1?'? p S2tl3b 3: Q. ? 1 N? w l u Li N N V) U U) O (n Q TL cl- O Q- O Q- O z .; 0- a a w 51.E-p p '` Q. n L .. ? ac - 91 u MATCH N ? LINE v } z ? Q ? W Q J J N `? 1 m `s9 too ? ? ?' 3 0 VV ,Q a V o a o. m Q ' 1 c5 /?eoP. 2Y ' F I J O N ? U ? 1 Q J o? REP4A cE ,EX?Sr 58 1-00 0 S2 l 139 Q 1?"2c w? 24"G S o Q Q a h ? W ® 6 ` sr-,e . 5l'?Ego o4T x M ? 1?\1 r.l s7t0a 1 M ri 3 o? C o x _ a r n 156 t 00 "ZZ rl r? ? © x 3 M (J x Q 4 25, ? L5. p 00 Q KSP ? p y "? ® - _ _ ExrENo?2?acACE 4s SS tOd ? x ri Need ?o x ? m W y J elf ?QP x ® IJ Ex-re >toletpC4GC /,?S r r N?G'oe-p r ,5 t o 0 qW SrAIZ STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT, JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT II I GOVERNOR P. 0. Box 558 SECRETARY Elkin, North Carolina 28621 June 20, 1994 ,k Mr. Ken Jolly Office Manager U. S. Army Corps of Engineers Regulatory Branch 6512 Falls of the Neuse Road Suite 105 Raleigh, North Carolina 27615 Re: Grade, Drain, Base, and Pave SR 1135 (Bess Spicer Road) from End of Existing Pavement to SR 1139 in Alleghany Co. , North Carolina Dear Mr. Jolly: The North Carolina Department of Transportation, District I Maintenance plans to grade this road primarily along the existing roadway in the 1994 - 1995 Fiscal Year. Due to the proximity of a DEHNR Trout Stream (Bledsoe Creek) and tributaries to DEHNR Trout Streams, we are requesting a 404 Nationwide Permit (#3 Maintenance) from your agency. I am sending a straight line sketch with the proposed erosion control, stream, stream bank, and construction limits. In addition, I am sending a typical section of the road and cross sections at station 58+00 to Station 58+70 where we will be encroaching on the trout stream buffer zone. We will be extending and or replacing pipes which involve streams as follows: an existing 18" pipe at Station 26+40, proposed 18" pipe at Station 30+80 at a wet weather stream, an existing 24" pipe at Station 54+45, and an existing 18" pipe at Station 55+30. We will be tying to the existing bridge at Station 0+25. By copy of this letter I am asking Mr. Joseph Mickey, Jr., North Carolina Wildlife Resources Commission District Fisheries Biologist to comment directly to you concerning the 404 Nationwide Permit Request. A request will be made on this project for a Temporary Encroachment in the Trout Water Buffer Zone of the DEHNR Trout Stream (Big Creek) and I am asking Mr. Mickey to comment directly to me concerning the Trout Water Buffer Zone Jolly Page 2 Encroachment. Also, by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clean Water Act from the Division of Environmental Management. We would plan to begin construction in early fall. If further information is required, please let me know. Your early review and consideration will be greatly appreciated. Sincerely, W. O. Atkins, PE District Engineer WOA/JHM Enclosures CC: W. E. Hoke, PE, Division Engineer R. M. Freeman, PE, County Maintenance Engineer Doug Miller, PE, Regional Engineer DEHNR Neil Trivette, Area Roadside Environmental Engineer Joseph Mickey, Jr., District Fisheries Biologist, WRC Eric Galamb, Water Quality Certification Unit DEM (7) Request for WRC Comi cent on a DOT project c Comment fora 404 Nationwide Permit zn the 25 trout counties (application package attached) v' IM Comment for a letter of approval to work within the "trout buffer' zone (detailed sedmentation & erosion control plans are attached) -Return comments to: /?. O . Box SS.8 Comment for Catagorical Exclusion, and to be utilized also for a 404 NW trout county requirement at a future date (CE and supporting documentation attached) is Other requests: DEM ID: ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 3 JOINT FORM FOR NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE CORPS OF ENGINEERS NATIONWIDE PERMITS THAT REQUIRE APPLICATION FOR SECTION 401 CERTIFICATION WILMINGTON DISTRICT ENGINEER CORPS OF ENGINEERS DEPARTMENT OF THE ARMY P.O. BOX 1890 WILMINGTON, NC 28402-1890 ATTN: CESAW-CO-E Telephone (919) 251-4511 WATER QUALITY PLANNING DIVISION OF ENVIRONMENTAL MANAGEMENT NC DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES P.O. BOX 29535 RALEIGH, NC 27626-0535 ATTN: MR. JOHN DORNEY Telephone (919) 733-5083 ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. 1. OWNERS NAME: /)/ CARo C./^/ q 40'ePT . a ?c 7,Qq"sPU/Z 7/J T/Oh/ 2. OWNERS ADDRESS: P.O. Box 5.58 EGK??^/? W.C. Z61cz1 3. OWNERS PHONE NUMBER (HOME): (WORK): 9/0 - 8 3.5 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: I`?.2. W.D. Ig7K/NS P. 4!?E. /ST121CT E?rG2, n/C??T /°. 0 . BO X .5.56' ?LKir-t !'1?. C. ZBfz,l 5. LOCATION OF WORK (MUST ATTACH MAP). COUNTY: _ Ate. C-6 IRnI NEAREST TOWN OR CITY: _SpgQ-y-A SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC. S2 /135 F,eo \ LC.vo aF X?STrr,f G PAY CMC-V 7- 7-- -se /1 39 6. NAME OF CLOSEST STREAM/RIVER: __[8 L4F050C CA-- EEK 7. RIVER BASIN: /y E W 8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS 6?1 SA, HQW, ORW, WS I, OR. WS II? YES NO ( ] 9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES ( ] NO IF YES, EXPLAIN. 10. ESTIMATED TOTAL NUMBER OF ACRE.S OF WATERS OF THE U.S., INCLUDING WETLANDS, LOCATED ON PROJECT SITE: O./ /QC. 7/8/92 -2- 11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY THE PROPOSED PROJECT: FILLED: ?- DRAINED: FLOODED: EXCAVATED: _ TOTAL IMPACTED: 12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): G,eAO E D eg,,4 ?osE Piave -SR //3S /,moo/n ?Mo 0r' G--4fS7--i-r4 AgVC-onLfYT T• _s9 //3S /... fJ«C6 N/J'y C. ?/. C. 13. PURPOSE OF PROPOSED WORK: - M?o,QoVe --519 F= 6 T'Y _Z M 10ROV 4F LDzgl.vAGE' %16 /pqyC- 14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS. P,,-,ES 177ysT GSF RoPG,q s EU / EX rT-_ pgo eo % b QSTlJIrv q --5,q P,-- TYP/GqL. ?SG°CT/VN 15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. HAVE YOU DONE SO? YES ( ) NO [1-11, -RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECTT HAVE YOU DONE SO? YES ( ) NO [ RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. 17. ADDITIONAL INFORMATION REQUIRED BY DEM: A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON THE PROPERTY. B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT. C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH COPY. E. WHAT IS LAND USE OF SURROUNDING PROPERTY? R Jfz JL. F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? ' OWNER'S SIGNATURE DATE L) r? AN? EROSION AND SEDIMENTATION CONTROL PLAN EVALUATION FORM S X11-4Evaluator: R. D. Fwe-roAi Date: 5-/S- I 19q Project No.: N County: Allel/,u Div.: Location: Sk 1135 13?s SP,ce,. /?a?c? 1. Is there a Erosion and Sedimentation Control Plan for the project? YE NO 2. Are the design calculations shown? YES NO 3. Is the plan adequate to control Erosion and Sedimentation on the project? 4. Is the project in a HQW zone? 5. Respond below where appropriate: Site location or vicinity map . . . . Erosion control schedule. . . . . . . EC measures in drainage turnouts and before ditch outfalls into streams. . Basin sizes . . . . . . . . . . . . . Temporary slope drains. . . . . . . . Temporary rock silt checks. . . . . . Temporary silt fence. . . . . . . . . Temporary diversions. . . . . . . . . Catch basin/Drop inlet protection . . Pipe inlet protection devices . . . . Pipe outlet stabilization . . . . . . Ditch liners - matting . . . . . . . - roving. . . . . . . stone, class a ES NO pp ,L. 'rrct . h.-ve/' YES QO j'/QO?T cv.r(/o / ?04? rR ?d. addressed on plan needed on plan N/A Gn Are Temporary Silt Fences used in proper locations? (0 NO N/A Are Temporary Rock Silt Checks spaced properly? YES NO N/A Are Basin sizes adequate? YES NO N/A Other Comments: ? ? ?/. y'i c/8 a d Gu Ka <C By f-(tf d'e y.iCJ 7D ? a 1 ? C.rosS ? ar_ .oiPe S ? ro.iGl7 I r ? Si 11' dif cA 1? TA in * <A be4%'.,d u?s/o.e r4ge? V4,) J•ec*4 ovei 3';l C row 1'Me ?/? 1 S77f I q f q D - f}c?1,o?t ft? Co•?r,.?...? + a bd-'< ??/ -?%?? 1,;? Sccfi?DaS Ca??y id c, wo Sp-riyyS 54owld 6e wd.?J G?A%4"a W;9 Cry avd ad e?au}C5 s"# h-Ze 'W1 'W sr4? e .J e ; J v ? g ? Q ? W ? O Q a ( o ? t? Q ? ? Q ? 0 - ? 0 h 1, D? ?0 4 p:a . . Pp D ? _ ? Q 1 4 p v a q I? ? q QQ - Q ? w u as ?q Q r (?-- S C „3S -?Lc rGLrgN? C'o ?TATia N -^S8 t 7b 33y (o.Z) rU L/S c-CS Az y L L EV /UO. O Wg7- ?2wq? hl2C3A C 5? (15.0) (,,.G) 4.50 (3.5) 1,5) 5.25 t r 3.'s S)(z.5) 6,ZS C• ?) C 2.0) 1, 5(3 31. Ss WC-rTED ??E=?ir.,crev s iS,c?, r- 7, ? 5' t r• So I- 3.Z0 "' 2.50 = ?S."77 Q-( 1,`tI l ?3r. 85) ci,00) ,1-47 ?o,os 1 1 -5LUPC ' ,..5 ,*/o, IgsS4r,e1 i?- e?F4.1=V /00.0 3 ? Fs 5 12= z9--Iq ? r, 069 0 1 1 1 C -?- 5 / 0 VeKTQ ° pxa EROSION CON-"- rROL ?I DETAILS AN'D SPECIFICATIONS 113 -5 ML-#- ihm apiu, 245.03 245.05 1193.01 090,05 245.01 245.02 092.04 095.10 092.01 092.02 097.01. 097.02 094.01 245.04 096.0 1 696.02 096.03 851 868 -Sylu EA Tompotaty Sill Dilch Temporary Diverslon . .............. ......... „' Temporary Sill Petrce . 1 - 11 111- Ternporaty Slope Draln Willi Earlli Berth - - ?- 4- Sill Basin T e A yp ...... Sil B ... l asin Type b Temporary Rock Sill Check Type-A TOMPoraty hock Sill.Check Type-13 .... Temporary hock Sedlrnent Darn Type-A . s Temporary Rock Sediment Dam Type-B flock Pipe 111Jel Proleclion Type-A .. .. Clock Pipe lnlel Proleclion Type-B ... R ..... tir ... ? ? ock Sill Screen • S1111iny Basin ..... ............... Rock hlel.ProleeUon. l J Type A ........................... A I ] .-011 -.A). ..... Type b .. ............................. 13 - Oil D ? DU Type C ............................... C - U ..On ..C) Ui Lch Liner Pipe outlet Energy UialpaLor •?IIW •. Hip hnp 1.2 h111ch, 1992 SR 1135- BESS SPIC..ER. RoAro ALLEGNANN Co- W•0. G.-loZz49 ? AP C\V I L I c)v NSW P GVDe- DQAor4-BN&&AN0PA\IE ?RIW s7AV-1-J So W'De v I R? D Z ° o G R A y S N - o M New Bethel ') Ch. !7!7 .. 17„ v 1356 ? 17g •? .7 fA ? v' cfF ? rv .a !3!! __ s !I1! R1A 9 G i N I A 0 C O U N T y 1+00 _ _ ? .... ... ??.. x...194?. ?1+.! q s11Qi .Q 1!47 •.) 1!11 a 1117 • 4 ,v I!Q¢ ? 1!Q7 ' I,OS 1+97 1,10 'O / J Ph Hone 1.3 7..r 1 n,94om '/ !!1 1 149 I •/ I!92 ,J Ch.1e? 7 Al 1!97 y 1!12 5 IAQ4 BALD KNOB New River LI! /.J Ch. I!!4 u12 1.0 roam 1!43 j 1105 \0 J % _0g\? t!77 ,' .\ N 133 \?r'? 17]6 ` •7 I401 \ca,Jy` ., .J .7 Cje 9 .. .B '??i Arneli° .9 ?. Jlfll 1!Q p 1174 I424 1,19 L• 1 .? g5 .7 t1• S C, 1!]4• j Li14. 17!4 F ('1 ?? 17,9, !!QS DOUGHT ON ?!fl} 1+51 'J111Z 1/ .7 i 7S R I3+7 °1 \1 l•!•: 114] MTN. 1!14 r` 5 f .p .9 18 0\01,5] 1500 Q /./1!!4 y 177, ti 2 lIA4 /,J 41 y ,5 If7p 1139 17,9 G i 1!g} ? t? 1 -I!p} 1+32 I Brunch 1}7+ '1 ] S •B Crm9ro s 1_?_ •J ? 5 .1 1++` b Btl rrelt Ch. 135E Twin Ook) B1521 N ?' 's a}? MI. An !>.g !77] L9s .r I437 Pine 1144.' 1772 Slr°Iford fAb _,\ 21 t a .J ,5 Ch•/'O 14#2 to 1.411 2 d 5..... J / F 77 6 V nt 1132 Ile? 1144 11]) $YARTA !:' 1!?} \ 1!5, l I117 1 fhs .p ?? •.4':•:: 7/ FA•`?) _ tilt If37 I,2t ?i//l. 11}p, .5 \. 114] POP. 1,687 ?:j' 1.0 n ?\ 'I 11¢4 B 11 p1:.` a p.B - ;.i 134 4e •B '! Hooker Blua Rid 5 6 ^ 1107 ry - _S ,e::c:.:.\\ 1. Yy \ .Chestnut 1477 e % . .2 J 1!}+ Ch.:. ! 15gyGCrovhe 144C LAI 9 1 .;.' 47 \ 1148 , \0 1135 2.3 1472 1!„ - = \ . JF lsa 1 114? p M1 ' 117e 15 FE ER MIN. \ 0 f . } ._ 1...:::..:i'?Y' I.0\\ .? ?'u'•'i m il; J 111.2 (• :1i-'? a* ?5 t1 ? ?7 n V /.O 116+ 110 A nh 1 !.6 \ b . q ].144 "'«h 7/ 1,a6 \'1 1433\ ! n13 IA .J .. I Ch. 1179 V .5 2 lIA7V 1 / A _ 1,72`` /\\\! t .? \`??_ LL\? 1 1121 r 1 V X1 . / HOr, I46+ \ u67 . 1170 CHEEK I Ile] ft MTN. I 11 )) ?J ? • ,6 1 1 ° S n]a ? .1 .) uu l!?o?. Srw ?o fn v ._ .J 1 1++4 GI°de Valley \` \ \ I+63 Kith HdI n +90!0 !le] fU7 ° 1 /0 1118_ 1? 11]1 IITtl 1 J e .B .9 ?? 1.9 1 `\ 1,66 1 \^ Pr Other Creek 11]3, b • \ /. .. J. •, eF? 9' 'B \ 1119 1122 1 F,S 1+66 6 .Q 1+91 i ?. Ch. Whilehn°d / t ' \nu j,l 0-1 ?f Ilde \ 1I]] 91 . 67 t1 . + (?.A V 5.0 1131 6 I r? , .• 111] 1104 , ! 1114 D 111 4•y 1 •` O y ? \? Mounln• \f'1 p LL!4 ?n ., 9 fAS 11) 1 1 n1e? •? 6 il Cher ry tan BLUE O hw `• r ?. II)1 b I '1• \ ?t 11Y7 11]] 9 ' 116, 10 . I y A' .V .. , ,J ,1 .\ 11)1 7` II)3 ,1\•'al I)3 1.6 1.) Bl1l MIND II11 u .3 1+71 1 } .) :/; y la 34 1 1171 .' 1 ]V •. 1111 t 1115 7 111]/? Y '? '? 1 0 .1 "l . , 1.8 •1190 ° IItl t e fAS 11]] C 77 1 9 O 1 =C // a ~~ 1471. 1 ( \? 4 Illv Ilrl / 119] 11 )v $.I?%• II')n ? 1 1109 \ 1111 / 1: LI ?' n.Y v (? \ ? • _ t J?Ny - ?/ / \1] r 1 I '?<`'1 / 11 u9 ".7 y ; .tl r 1,6] 1111, _,.. r}1Y I rnr, r,.?.1• t > <?. .. . aV. '1 1 GENERAL NOTES ON EROSION CONTROL Silt.Basin Type B's will be constructed to the dimension of six feet by three feet by three feet unless otherwise noted on the plans. Generally, the order of installation of the erosion control measures will be as follows: Temporary Silt Basins shall be installed before clearing and grubbing begins. Silt Fences and temporary silt ditches shall be installed after clearing and befnra rrraliin, Temporary Stone ditch checks shall be installed as soon as ditchline is established. pipe Outlet and inlet protection will be done as soon as the pipe is installed. Seeding and other.permanent erosion control measures are to be implemented as soon as practical. \\ C / .. L RS Always SUPER toward ditch line as a temporary measure in this situation! Qv CD- - O / Q) l I ?r IL1L` W 3 ?-o 4 1 Q v / - J 1 t J 1 W W -4+0C2 MATCH LINE Q ? a O O _N N 25+2 - . N M N N I O O w w Z C) D z p CY Lf) ?'- to U O O Q a } ? cr gi 0- Q- N ( n `? / /-goo N r >L 1 7,q ? ® N_ 4? (Do U 2 O ? W N Y v Q N ST,q O fDO `EEG. -R/Wv nu I- 3 ? 3 ? N _ N C Q N v _ N N too nn/-\ i t N LINE v ? IT I A 8 r D y K N y ? N _ k N .7fou N -0 ? N a? o CLfi o p p ci J LU o W o LU ®O o Q. 0 °- 0 a ' ° - N , ?l PQ IU ( ? .1 SIDo N ? N x k N • 4fo? MA TCH N X N LINE 1 tor, MATC H LINE t _ - o C-V I l34-p _ U LL 25 V w c w ? z Ot Or cl- k d• LL 0 W o til L 1 14so 0 U) Z CL o C a o a 0 a r I l1+vo Cle v N uJ N V /\ t ? N y Kl . pc 0. ? K Q • K M K N 9450 li? Q S. ?uNE2 S?.?CS - 9? 0o MATCH LINE /9-1-00 MATCH LINE D a Ce V C Z-at(2D l ?4ou J J _-I /C? fDo N 25' 25 k-k i a ? ? M Q ?r N ?. ? CC Dr: X1..1 z w Q NOTE : S U PE R ROAD 1 o LEFT FROM 184oo- 24400 I 4 On 0 o 0 0 lU .v) W v) W Ln - 0 o 0- o C A C L i a ? l X /5foQ N a z J w ? Z x ??uNCR S? DES o !4 +oo MATCH y - f I- W ?v ,LINE w z 0 h w U Z 4+?? MATCH ?-n LINE o w 23tab N y 2 5' 2 5' -t r 22+vb , cr V)N n 0 ? Q- I U LU U) (f) U) _ rO O O or _ NO O O z 2l+00 ci N a ti ?a Q L 2 alLLy . MGM{cV, LE 19 fo MATCH LINE N 2?i +vc? .il L ct ? v w"a cz I- Ov, O w. Z a ? Y,:7d m? 0 3 - Z ] ? o - w `' u r r ,ESL - 2.?"t vv 4 } 24+b 4 END LEFT SUPER* ? 39-+00 MATCH •? LINE J?L4? O \ m Q co ao ? N I x I? O ? I? x MATCH N . LINE r N d 2 -J C1. CC (-)i ?- C) C) C) 4) LLJ l u L1J e U) In U) N OTE U 'o p zcn \ O l SUPER RCAQ)?o LEFT t?, uj Q: O? 'FROM STA. 3I4-7 D - 3L9?00 - >_ _C a. 0 x M x N 3 . 9 t o o M A I U H? q?-qy?7 C\i J ) -"I IV I LINE Y f? N 38? c-i x N X 25 ? . .? Tf C1 U N ?_ N ? N \ N T? CC lLU Lni1 L Z O ®O CY O O p J? -? C a a . .Q :.: ?bloc Q ? PO Q = N ® ENO LT SUPER 35-FV n . " r 34tvo MATCH N LINE 4- too r A 4.3+vd MATCH Al ?j LINE cY 5" 2 h N ' i C) Q ?lU lU W ? U) In to NO 0 0 _ O 0 0 Q a ?. oc C a OL 0 z ll.) ?29f&v MATCH NIn I I TLINE J 4-9tuv MATCH LINE L n .. N i M y N ? ?+bD 25'4--2,5'--1 M x N r 4-7-foo . Q o o W V) lU U) W. to o O p (?[ CL a a L ;o 0 0 z N0- L - \j a n ? n? MATCH LINE O 25' 2 - ;_. Q N s2+00 o N N ?. L U W Li N N. U) U) _ V o o .. o 0 0 a. a a z J li D? N Z OV/ .:; 9 -? o MATCH ?T I 'I f LINE s9 too ? I ?' 3 ? o o + o N V) r Q u ro Z4 „ ? h t ? ?7 ? Q ? BC " J ' ZY CS /?2oP. to `° J ?„ o 0? ? see 1/ s9 ? Q ?EPCACE EXIST z4 "c s s8 too w o a , , W ® 6,.. ST'EEAN? S??Ego °4T /a[-o-v? OirC?l ? S7tQ C) ? ^? x M K 3 o? 4 Ot x ? n r S6 tpp x ? All ? rJ x \ M © zr u ? nQ a 25 ZS' F 10 SStQd h In V1 M x ? r M % "Geo EO W ? fl` ? v pie ?QP _- SIR K ® Y Exrewo//.??OC4cC- lQS fyl r NC?oE'rJ SL/ 1-00