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Home My WebLink About19960075 Ver 1_Complete File_19960125State of North Carolina Department of Environment, Health and Natural Resources ` Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary 1:3 C A. Preston Howard, Jr., P.E., Director C February 6, 1996 Jackson County DEM Project # 960075 APPROVAL of 401 Water Quality Certification Mr. C.R. Styles, District Engineer N.C. Dept. of Transportation P.O. Box 250 Bryson City, NC 28713 Dear Mr. Styles: You have our approval to place fill material in 0.1 acres of wetlands or waters for the purpose of improving SR 1709, as you described in your application dated 19 January 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 vA1id, you must'follow the conditions listed in the attached certification. In addition, You should get/any other federal, state or local permits before yourgo ahead with your project. If you do not accept any of the conditions of this certification, you may ask for in 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 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 Domey at 919-733- 1786. Sincerely, e 0 stop H cud, 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 960075.1tr Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper 401 ISSUED STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. GOVERNOR Jackson County SR 1709 Mr. Bob Johnson 215 Army Corps of Engineer Reg. Field Office Room 75, Grove Park Ave. Asheville, NC 28801-2714 Dear Mr. Johnson, DIVISION OF HIGHWAYS Bryson City, NC 28713 January 19,1996 960075 GARLAND B. GARRETT JR. SECRETARY 25 v. - The North Carolina Department of Transportation is proposing to grade, drain, base and pave primary along the existing roadway of SR 1709, Blanton Branch Road in Jackson County. In order to construct this project in accordance with our current secondary road standards, and due to the proposed pipe extensions and replacement of pipe culverts along Blanton Branch (DEM Class C), we are requesting authorization under Section 404 of the Clean Water Act. I am sending a straight line diagram with our proposed erosion control construction limits at various sites along the project. In addition a drawing for each pipe culvert extension and replacement, general notes and standards on erosion control measures, and a marked county map are enclosed We propose to install the new culverts along the existing streambed elevation where bedrock is not encountered to minimize impact to wildlife habitat and allow the existing gradients to remain as unchanged as physically possible. The best management practices will be used to minimize and control sedimentation and erosion on this project. The construction foreman will review all erosion control measures daily to ensure sedimentation and erosion are being effectively controlled If the planned devices are not functioning as intended, they will immediately be replaced with better devices. The rock silt screen will be in place prior to pipe construction and will remain in place until the project is stabilized. By copy of this letter I am asking Mr. David Yow, North Carolina Resources Commission, District Fisheries Biologist to comment directly to you concerning the 404 Nationwide permit request. .r Mr. Bob Johnson Page 2 January 19, 1996 Also by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clean Water Act from Division of Environmental Management. In addition, I am asking Mr. Yow and Mr. Ed Ingle, Area Roadside Environmental Engineer (NC DOT) to comment directly to me concerning this permit request. We would lice to begin construction as soon as possible. 'If further information is required, please advise. Your early review and consideration will be appreciated. Yours truly, C. R Sty es, P. E. District Engineer CRS/wmt cc: Mr. Richard Phillips, P. E., Regional Engineer DEHNR Mr. F. D. Martin, P. E., Division Engineer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. Eric Galamb, Water Quality Certification Unit, DEM Mr. David Yow, District Fisheries Biologist, NCWRC {w?i M ACTION 1D: ,' . PEM IDr _ q --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 WII10INGTON 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 28402-1890 P.O. Box 29535 ATTN: CESAW-CO-E Raleigh,NC 27626-0535 Telephone (919) 251-4511 `ATTN..MR. JOHN DORNEY Telephone (919) 733-508 - 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: North Carolina Department of Transportation 2. Owners Address: P. O. Box 250, Bryson City, NC 28713 3. Owners Phone Number (Home): (Work): (704)488-2131 4. If Applicable: Agent's name or responsible corporate. official, address, phone number. C. R. Styles, P. E. 5. Location of work (MUST ATTACH MAP). County: Jackson Nearest Town or City: Sylva Specific Location *(Include road numbers, landmarks, etc.): SR 17 0 9 , Blanton Branch-Rd, 6. Name of Closest Strearn/River. Blanton Branch 7. River Basin: Little Tennessee River 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I. or WS II? YES (] NO [ ] 9. Have any Section 404 permits been previously quested for use on this property? YES [ ] NO ?4 If yes, explain. 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 11. Number of acres of waters of the U.S., including wetlands,. impacted by the proposed project: Filled: .10. Drained: Flooded: Excavated: Total Impacted: 12. Description of proposed work (Attach PLANS-8 1!2" X 11 drawings only): To widen and' pave SR?1709. 11. Purpose of proposed work: Same 14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures taken to minimize wetland impacts. 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 orproposed for listing endangered orthreatened species or critical habitat in the permit area that may be affected by the proposed project. Have you done so? YES [x] NO [ ] RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS t h app l i c a t io n 16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic properties in the permit area which maybe affected by the proposed project? Have you done so? YES[ ] NO [x] RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. with application 17. Additional information required by DEM: A. Wetland delineatiom map showing all wetlands, strtams, and lakes on the property: B. f 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 island use of surrounding property? -Rural Wood nd -- -Res ident ial.- - F. If applicable, what is proposed method of sewage disposal? Owner's Sid Date bs-c" K r. -- '1 ,- N' A N T A H A L A \_ 'MI J LAU xa n Od" Mil a •. STA o+ oo 6e'.? r r•r C'o?s?uG ,460 1537 1p .0 J7N wmn. L N Ma' .t0 - \ .e.k <)o r1 CO. ROAD NAME L Ah -/o n ?r no, h S-R- W.0 q . o ,/I/ Se- eur ? ADD ITION IMPROVEMENT TO BE PAVED P. POLES TO BE MOVED T. POLES_ TO BE MOVED /W WIDTH SCALE 1019 TE 74 // IQQ' its f ins 7 w-- 700 ?t .ski '7 P P 2 cb)s I" =50' ' S 5 5 EROSION CONTROL DETAILS AND SPECIFICATIONS Md. 245.03 Description S= Temporary Silt Ditch bol 245.05 ............................. -73D Temporary Diversion . 893.01 Temporary Silt Fence 890.05 . ...................... Temporary Slope" Drain with Earth Berm ........ •- . Silt Basin Type A 245.02 Silt Basin Type B .. u' 892.04 ......... Temporary Rock Silt Check Type-A 895.10 Temporary Rock Silt Check Type-13 892.01 Temporary Rock Sediment Dam Type-A 892.02 Temporary Rock ' Sediment Dam Type-B ;„ 897.01 Rock Pipe . Inlet Protection Type-A 897.02 Rock Pipe In Protection Type-13 • 894.01 Rock Slit Screen 245.04 Stilling Basin 9 : ............................ ............ Rock. Inlet Protection: ' 896.01 . . Type A .:.............................: A ?? .: OR •• A 896.02 Type B ................. :..........:.:... B ? .: OR .. B 896.03 Type C .......... .....:............... . . C. • OR .. C ).. 12 ' 1 .. March, 1992 . +:\ . __ ,1 . r ..• y l 4 . 6 j l ?. ?i 1.j • • • • ? • • . . • . . . • . . . . . .. P•ailroad . ........................... -=' Control of access Line-.'......:.....:. ::: a . ? ---- `""-" ine .....:............... Slope Stalte I , . • ....... . .•.. •:............ ..... Culver,.... . woo8s liune or Telc: ruph Vole ......... ' Tcle tt:?1?'r -o- ? ?t'tcot' ••o- i p d Li . r Pol a ne............. .. n e Towe Power Pole .:::.':?...... • :.....:.. • .., ed:?IS'o' 6 (PROI' .b .t ......... •: : :: E enicnt Line as • .... ... ? .. . . inut• ' : .. Mowing I ?.._..?. _ ' ? ' • • ? ' ........... Guard Rail ' .. •r ' ? - ........... ..... S i .Li ----- s ---?-• s s --- ewer tare ne n '' ' '? i• Li . ---? ?-- ......................... ng: Wa ter ' • • GAI .••••• •:••.:.. ...N..: .':.•. Gas Lin?•.•.. . • I'Itt?t'OSED EIXIS'i'ING : k F in Li n .. -?--?- -fl---o- ... ...... n . ce e ......... Cha 0 0•••• 0 0 0 - Woven Wire Pence 0 D 0 0 0 0 4.0 Re J? 4 \' Zly Reforestatioll .......... 0 ........,• ..... , a Teniporat•y Silt Ditch e so. 00.0* too TSD ................ • . °--i'i?.----I-iB ------? I?- Temporary Silt Felice "Tenlpoc•al=y.Slope?Dl•?ticl• .:...:...;...... ' , ? : . Brush Barrier: ?..:::. Silt Check Dam lype A .:...........:: n Silt Check Dam lype.B • .'....... • 0 0 a • . Silt Basin 'I -pe A' ...:.:'....:?...........,• --t • Silt; Basiri Type B ?.'.:....'.?..:........ . x Rock Silt Check Darn ......... a .. • - - '' .^ :?'/' •? E1i=lh I3ct•m • ... . ?-?• c • • • • . • • • • • . • .• . • Temp, • Stone Ditch Check . , ..... •. • ems.,, f11 C! f1 1 P1 to?. :. S T OA/E DITCH CI-7,ECI-( '.SiLT CHE-CKD m SLOpf DRA/N , . r I -'= S/ L T D17-CH 7S D 3.?1NKMEN 7 --?- --?. _?- L T ? E N CE r ST pE 4 All CROSS/ N G ?-L- - - L ..1t ,`,= vLASS ROVING ?- FG R /el P RA P L fy?Gk D .EV46R G?V ?a2 S/G t" ?3ftS/?? ' .S/ir.?.i u7= y sT D.e/y) E"vE.+!T 111V•p ' GjLE.ss.v6.v d!/r- Cv?E/? ;s%?Lf f/ILL 3 AVd T Td s CA 4 E (5 14- tE.i.,Gry a/-- AREA EnrG r s/ of .vIS MRIMM ACER °o /3 SPO'SION ONLy 2- SIZ. 7- ?S.13, ?_ l? 7 - S//V - (S. R. 2 8) LEiNr7// vF D?sr?.4aE'D /AREA Sao RIN SECURED ' IO-13-81 ,0 o -V 00 cMP i 3 60 ? ICI *<n0 R/W SECURED 10-13-SI !o foo io 4-400 . 6 0? a fj/W SECURED 10-13-81 a 60 rcr_ 5 4-oo v 15+00 " SECURED f0-13-81 Fj/4N SECURED 10-13-81 i i /S'?Oo ? b i9' GMP " SECURED 10-13-81 .a 60 ? ion ro+no 2of-a R/W SECURED 10-13-81 zoo I? I? o' ils-too 13/W SECURED 10-13-81 25-/oa R/W SECURED 10-1,37 81 1 a 6 ?I ' III'i I 20foo C?+p I? I? R/W SECURED 10 -13-81 . I ?o i I loalco R/W SECURED ? 10-13-81 30 4Q0 I? a 6 0? I y$soo 2-6000 P/W SECURED 10-13-81 35+? t i. 6 SECURED 10 -13 - 81 b i 30+? R/W SECURED 10-I3-81 40 too I . i IAN SECURED ? 10-13-81 I _13 V,:, scc ?,cn- Z _ 37+00_ Z, a' Sew Rio, 1 40 too I .. I. '37+00 o' 35+00 13/W SECURED 10-13-81 Iiay"n! Sec 4:1o w Z S,vd Sec +i d ... 2 45*? ; ? 45too i fj/W SECURED 10-13-81 . a? 40too o' i -"Ado FAN SECURED 10-13-81 50 fco . 6? SECURED 10-13 - 81 a 61 4f5 teo - 5o?e a o' i 14-sr-4-410 FEW SECURED IO-I3-81 5500 ` .550 . ? 60mP R/W SECURED f?/W SECURED 10-13 - 81 10-13-81 b ? E a 60 SO too ,sm.fo? Eofc-o 1. 6 i f-j/4V SECURED ? 10 -13 - 81 ` 60 too O a I I P/W SECURED 10 -13-81 G 0? R/W SECURED SECURED 10-13-81 10-13-81 I . 1 a 6 0f 6b? 6000 . 7dfod 70foo -?--5 0 yAyes F'sti ? ? ? E? nes l P? /,?hd (Rt 3 So, 51O ? l3o k 9 6 WAy rues Q0jZ , /VC. UJebss??? N ?'• 28788 O C I E.r? GoS?CureEd P?G? G •v o/ X00 .SrCu??? G? 107?O.0 6,7 +00 ENd .SGd fro.•+ Z ENd Sac fro... Z R W SECURED R W SECURED 10-13-81 10-13-81 a 6 0, 65??' 6s *O° w,p,'??,¢GZ/39 POLE DATA MPN 6I-03447 PROJECT B/ _To_.?/ ,$e±sNe_I_ 5.2./9e4_ COUNTY -------------------- Sheet---------- of_. OWNER, OF POLE LINE POLE DIET. ?ROM CENTER PRESENT ROAD DIST. RROM CENTER PROJECT DIST. CENTER PROJECT AFTER MOVING REMARKS STATION NuMSOe LT. RT. LT. RT. LT. RT. ?o f ?o ?? moo' /8 ? ? 3 ? /HvYL ?/r- S'.CF? DFivetl ?- ?8 ? ©5 ??de 20 ' 20 ' 3 ?' i1lvY? L'o% 35'L?oFivecJ ?. L moo A? ?? 25 ' ZS " ?D ,r/ovt ?/? 'Yo ?1?? 6?rxt? eaL /O P `jlJ:de cu;aES (z) IS /S Zo oove 4.•ale&ol ES 2 o' yu? 7 t s pp 27 i?' i?' as' E t,/ Zs4t., q lip 1- O PP - R1ezs;k o-c 'w" qt. °?3 fro PP /? l'! o E Po/E 5eo .mil, of Wew '- s ? TEMPORARY SILT FENCE: A temporary silt fence is commonly used at the toe of a fill section to prevent off- site sedimentation. It is made of permeable filter fabric buried at the bottom, stretched and supported by steel posts. The silt fence reduces the water flow while retaining the sediment. They may also be used to divert water flow to protected outlets. Silt fences need to be checked after each significant rainfall to ensure there effectiveness. They must be maintained on a regular basis. Silt fences shall not be installed across streams, ditches, or waterways. AREAS OF USE: • At toe of fill sections where sediment runoff can be stored and contained inside the project limits. DESIGN CRITERIA: Material With Wire Without Wire Fabric Type 3 Class A Type 3 Class B Steel posts length 5 ft 5 ft. Post spacing 10 ft. 6 ft. maximum 17 March, 199 2 1 ii ¢ III-- z;m d - 111= `?' z 111 wc- v _ III=-------. ?.w z -_- m o F W 411 LL d w I ra T U (? U F d aX G`' E.. a r7 m 11 Z:r. > a d w III- ?' ^"' 3E- a U ? C ?Z z ." w d III <I III r dm 6- 2 cr- v"Z .3-3 m U III O Fxz o? °c a m n ?Q= 0 raw x co rr W p 5 ra m w Z H o r =ww z¢ DEr= d mw U. ? f to dJF CF Q 0 0&0 ll ZS? -3m zww z w x -> >»Z3 mm Q xzWW-2 I- z._ dd3 U5 dF -Jr=.czi w a i U) dz x dwdo MW U==== y X31 Fa rnw ?¢ w ,,px mpwim m. p? ?d dzd3 4d c cMopw OIWI EF..0 C/3 axApn'dF m P i 00 E- JOW ww..3 p zlz!°z mw wa?coc?e-cc°H?c?xW ¢I wFo o a z o m o?zrm.cd,4 ro..aacn °w d? z orn rzp xd 11 of >% ad W N o s F V1 lill !18 March,1992 A temporary rock silt check type-B (also called check dam) is a small dam with a weir used to reduce gullying in drainage ditches that are to be filled or permanently stabilized at a later date. These type-B rock silt checks help reduce the flow velocity and are generally made of class-B stone. They are used in ditches during construction where the grade meets and/or exceeds 3%. AREAS OF USE: • In channels, roadside ditch outlets, temporary silt ditches, and temporary diversions. • In conjunction with type-B silt basins. DESIGN CRITERIA: • Center of rock silt check shall be at least 1 foot lower than the outer edges (top of channel sides) • The spacing (ft.) _ (3 / % of ditch grade) X 100 ft. 27 March, 1992 U C m WF- COL) p ci un ' w Q J t (r O J? p t F-JQZ cnO=OZZ .. C w w .. OC Ln V O O W Iz > W F- t- -• 0 mOZS Z t 0: Ju<c -WO:- ? ; 1.-- t O W J O- W • Q Z ^ F- t W F- Q r >- W-mQ(WJOM O r > w (n• ??Li• ' I w o CM ZMOLLO-WO ' M W N ---• Y , U wF- QoF-OQ t >- W N OUQZWu O t W Z LL-Q.=)- -- U ° o ' ---' Z ~ J Q Cn 0 ? J ° O F? U - LL m tom/ Q ( <1 a- W cc w w LL a m U =z? ° Fr-?- O FL-_ O O O F- Z JJ Q pOL 01 01 O OQ .. Q ¢ 0 O_ O = O E- O i ?y Z 0 / z0- U J LL) F- > ? _ _ N O o --1 N O LOW 01 N C 0Q0 CL O> cr OW l I CD z V 0 0 0 u - V V Q cc i 3; I I Q' i Q I I I ?i a' O I. - > x• wl ? E i I 1 L a. I • C^ , 17?Q: • 28 March,19k c.y A rock pipe inlet protection type-B is a small horseshoe shaped structure. The type-B rock pipe inlet protection -shall be used at pipe inlets which are 24 inches and less in diameter where there is insufficient space for a type-A rock pipe inlet protection with storage area. The type-B rock pipe inlet protection utilizes class A stone lined with #5 or #57 stone to protect drainage pipe structures by impounding the sediment laden water before it enters the pipe to trap sediment. This device can also be used around the inlet of temporary slope drains where space is limited at the outlet end of slope drain such that a basin or other device can not be used. AREAS OF USE: • At inlets to pipes no larger than 24 inches in diameter where it receives flow from several directions. • In low flow areas where right of way is limited. DESIGN CRrMRIA: • Structural stone - class A • Erosion control stone - # 5 or # 57 stone. • Dam height - 1.5 ft. minimum. 35 March, 1992 . ?. x • ..3 W W F -. O _ ?wc Fw f zap-v?. (no E-= z w Zd??°?rozma?° zcnc° EO-zc°z.zwmao-'E=-•p wC.3 v?o a.xz 6z' or.a- V m JNQE..[rO0YC0?zZdOIL dU O V) to W LIJ O'dC'ZW-3E»ZQ?FE-Zw w CL Z) =Z?Jz E -mw -E0-..-2 WG76-a z W.4zc;;O f- - - z -3.a:C: I= awEdW0 aDa E- aw 30;? Z r;iEV -ax E-.w.az RE...wW E-? dzzzrd0C:...zOu=Ea J. Q 0 Wx000 =E-0=0 UE-S CD z mmui--U MMEUD.U dOF L H W x W a 7 a F- .r; 3 ! CC = CL o z f ?- _ w cr Li CL z Z cr 0 LLJ =l ;; (n U7 i LLI N Q ¢ Z Z Z LL1LO= D CD Cl- F r, cr- .:? ?; moo. L V - o F"- ! C) Q cr- i o z ? I) Z cr I ( ¢ <I F- 44 zl I F- z OW UZ •r, r-'¢ CI 2.CY Z V) f<1 W GN Q N W IZ; i E (n a 36 March,1992 - •._ _ ams ..ti {._ ' ? ??--?. q, x. :d 1^ ''?'? -- ,may '+Ft Yt+•. `. L L M ROCK SILT SCREEN: A rock silt screen is 'a low-level dam structure to be used in streams below culvert sites. Rock silt screens shall be used to trap sediment transported by running water and shall be placed in the stream below the construction site within the right-of- way or easement boundary. The rock silt screen utilizes class B stone lined with #5 or #57 stone to produce a ripple-effect in the stream to settle the larger sediment particles transported in the stream from the construction site. The trapped sediment shall be cleaned out before the device is removed from the stream. AREAS OF USE: • In live streams below construction sites where construction occurs in or adjacent to the stream. • In live streams below a culvert construction site. • Where it can be cleaned before it is removed from stream. DESIGN CRITERIA: • Structural stone - class B stone ` • Sediment control stone - # 5 or # 57 stone • Dam height - 1.5 ft. minimum and 3 ft. maximum ( shall not be higher than 1 ft. above normal flow of stream) 37 March, 192 xti Y. Y yxry. .. ZYQ m LL O W N > O a- N O a - m Ia 0 ..? w W E.. z d Er- VZ) ZFCW.O FOpdOW °EO w °z d d W 0 Z W U O a ZV): aV? and W EO-a??p?.,w f?a JE--V) xLwd azcnO to O)zww°0 d O d d z u 6 m ° ° O z zc<.-?GLOW Z WFO ZW v z °xaE-? F W W F O M W W Z F W O M w> joom -cU F- m ?06E-a-O=mom F??zazzdW aorxL) z?aE-'a z mLincoiFV aivFic°?.ac°i ai...c X 2 w Z > S F- lo Z cc LL. f ? w 0 Z Z S? a 1- ? N zo ? N N N N L O0 U N Q u . 2 0 w O ?. f Q, z w L Cr U Cf) J z -v L?z U ?-- oQm OF 0 Gz:r F:? Q "r O? 77 Q co IZ fir' a.. 1 I_ E h m n QI i 38 11 March,1992 +b?ty 4 'yea LS i'???; i. 9+ y ?^ (+a pw. c- Y•r _ Tz?ry?4i { l' pp. f g .: ,^ - U H F•--1. H ix `?xZ 0 > 1-4 =Z- 4 E--4 CD zz¢ W o°-= ao . r? Q o J .7 Q Grr t-^ r -1 QI Z ft z! -I Q? W w usl - p ml !z1C 14 March,1992 ? SS fib' '' C??P l ? -? 9v _ ,; ?? zo•o? ?x;s?? ??oP' ------_. ? ? _ ?_ --? -? -_. -.,_ ?_ ?X?st /g " CwIP ?xis? ??/ S/o?c- t?,?o,?sE?yi/S?y- ___ _ _ f2dposEd.• ,?x?-ENd? 18 -. C ry P you ?/? ?•v?C ------------- ._ Fwd /o• '241 ?,r:? Zy'' CrIP of?' T ? QttT7Y -State 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 April 17, 1996 Jadeson County DEM Project # 960323 APPROVAL of 401 Water Quality Certification Mr. C.R. Styles N.C. Dept. of Transportation Bryson City, NC 28713 Dear Mr. Styles: You have our approval to place fill material in 0.01 acres of wetlands or waters for the purpose of improving SR 1709, as you described in your application dated 21 March 1996. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3027. 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 60 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. Sincerely, ilc ;AAt Preston Howard, Jr. P.E. Attachment 1 / 1 cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DEM Regional Office Mr. John Dorney Central Files 960323.1tr Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper L?'e„a 4A1Fv STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. GOVERNOR Jackson County SR 1709 Mr. Bob Johnson 215 Army Corps of Engineer Reg. Field Office Room 75, Grove Park Ave. Asheville, NC 28801-2714 Dear Mr. Johnson, DIVISION OF HIGHWAYS Bryson City, NC 28713 March 21, 1996 401 ISSUED GARLAND B. GARRETT J R. SECRETARY RE?E1vE? app ?,? 1996 ??!RO??N?at$°!ENCEs 960323 The North Carolina Department of Transportation is proposing to grade, drain, base and pave primarily along the existing roadway of SR 1709, Blanton Branch Road in Jackson County. In order to construct this project in accordance with our current secondary road standards, and due to the proposed pipe extension along Blanton Branch (DEM Class C), we are requesting authorization under Section 404 of the Clean Water Act. This request is in addition to the permit requested for SR 1709 on January 19, 1996. I am sending a straight line diagram with our proposed erosion control construction limits at various sites along the project. In addition,a drawing for the pipe culvert extension, general notes and standards on erosion control measures, and a marked county map are enclosed. We propose to extend the new culvert along the existing streambed elevation where bedrock is not encountered to minimize impact to wildlife habitat and allow the existing gradient to remain as unchanged as physically possible. The best management practices will be used to minimize and control sedimentation and erosion on this project. The construction foreman will review all erosion control measures daily to ensure sedimentation and erosion are being effectively controlled. If the planned devices are not functioning as intended, they will immediately be replaced with better devices. The rock silt screen will be in place prior to pipe construction and will remain in place until the project is stabilized. By copy of this letter I am asking Mr. David Yow, North Carolina Resources Commission, District Fisheries Biologist to comment directly to you concerning the 404 Nationwide permit request. Mr. Bob Johnson Page 2 March 21, 1996 Also by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clean Water Act from Division of Environmental Management. In addition, I am asking Mr. Yow, Mr. Ed Ingle, (NC DOT), and Mr. Richard Phillips, (DEHNR), to comment directly to me concerning this permit request. We would like to begin construction as soon as possible. If further information is required, please advise. Your early review and consideration will be appreciated. Yours truly, C. R. S es P. E. District Engineer CRS/wmt cc: Mr. Richard Phillips, P. E., Regional Engineer DEHNR Mr. F. D. Martin, P. E., Division Engineer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. Eric Galamb, Water Quality Certification Unit, DEM Mr. David Yow, District Fisheries Biologist, NCWRC DEM ID:rv - -Y ^"` v- ACTION ID: - - n Nationwide Permit Requested (Provide Nationwide Permit ft 26 ?JOINT? FORM FOR ? . ^. T._ ___ ?. ._ Nationwide permits that re wire notification to the:Co s of Engineers, Nationwide permits that require app 6lion'for Sectio 401 certification WILMINGTON DISTRICT ENGINEER,-;WATER QUALITY PLANNING ; CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT DEPARTMENT OF THE ARMY " " - NC DEP"MIENT-OF ENVIRONMENT, HEALTH, P.O. Box 1890 AND NATURAL RESOURCES Wilmington, NC 28402-1890 P.O. Box 29535. a ATTN: - CESAW-CO-E Raleigh, NC 27626-0535 Telephone (919) 251-4511 =. ATTN. MR. JOHN DORNEY Telephone (919) 733-5083 r_ 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: North Carolina Department of Transportation 2. Owners Address: P. O. Box 250, Bryson City,: NC'28713. 3. Owners Phone=Number (Home) (Work):' ° (704)-488= 2131 4. If Applicable: Agent's name or responsible corporate official, address, phone number: C. R. Styles, P. E. 5. Location of work (MUST ATTACH MAP). County: Jackson Nearest Town or City: S y lva Specific Location'(Include road numbers, landmarks, etc.): SR 17 0 9 , Blanton Branch Rd. 6. Name of Closest Stream/River. Blanton Branch 7. River Basin: Little Tennessee River 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS H? YES F] NO [ ] 9. Have any Section 404 permits been previously requested for use on this property? YES [X] NO [ J If yes, explain This pipe extension is on an additional section to be cons ruc a is Spring. 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: Filled: 0.01 Drained: Flooded: Excavated: Total Impacted: -- 12. -Description of proposed work.(Attach PI ANS-812"-X411!-drawings only):- To widen and': M_qG ' _-nave--SRn4702.1 - .? irE?,s. ma f?ij?>?I ?:oi ozai h x2?up 5l ti. r s? gib: r ? a : .r TI. 13. Purpose of proposed work: Same ?v 14. State reasons why the applicant believes that this activity must be carried ourin wetlands:'lAlso,note measures taken to minimize wetland impacts. 15. You are required to contact the. U.S. Fish and Wildlife Service (USFWS) and/or National 'Manne:Fisheries Service (NMFS) regarding the presence or any Federally listed orproposed for listing endangered or threatened species or critical habitat in the permit area that maybe affected by the proposed project, Have you done so? ` XES x]l NO [ i RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPSt a tp isa o 16. You are required to contact the State Historic Preservation Officer (SHPO re' - _ - properties in the permit area which may be affected by the proposed project? Have ) you gard donne e nig" so? YES the YES of historic - [. ] . NO [ x] RESPONSE FROM THE SHPO SHOULD.BE.FORWARDED-TO CORPS. __._•M_ T „__ with .application 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 tie im p. ?_ parted by Project.. • C. If delineation was performed by a consultant, include all data sheers relevant to the placement of the delineation line. D If a stotmwater management plan is required for this project, attach copy. E. What is land use of surrounding property? Rural woodland - Residential. F. If applicable, what is proposed method of sewage disposal? Owner's Signa i Date r • l?l' N A N T A H A L A ? m Wo Willits i" Z3 a: Vea 5TU 67+?c 3aJ;h ?? ? ConS?rdC4'; U n ,.4s z gyn. ? ?tkSa n 1707 176 /JA Se-# I (if ADD ITION IMPROVEMENT TO BE PAVED P. POLES TO BE MOVED T. POLES TO BE MOVED R /W WIDTH SCALE DR iE . 3, 74 // MV f??s T &? Too ?sfes 7 P P 2 cws e I" =50' Std- DP.S? Qp• s ho 245.03 Temporary Silt Ditch 245.05 Temporary Diversion 893.01 Temporary Silt Fence 890.05 Temporary Slope ` Drain with Earth Berm «- ?-- 245.01 Silt Basin Type A 245.02 Silt Basin Type B --------------- ---------- 892.04 Temporary Rock Silt Check Type-A 895.10 Temporary Rock Silt Check Type-B .•••._.,• 892.01 Temporary Rock Sediment Dam Type-A ........... 892.02 Temporary Rock * Sediment Dam Type-B :•• 897.01 Rock Pipe. Inlet Protection Typed 897-02, Rock Pipe Inlet Protection Type-B, . - 894.01 Rock Silt Screen ........... ..................... 245.04 Stilling Basin ...................:...:....:............. Rock. Inlet Protection: 896.01 Type A .:...... ......................: A •• OR •• A 896.02 Type B .. ................ ....... ....:..:. 6 .: OR .. B 896.03 Type C • •C. 3 •• OR -• C ................ ................ 12 March, 1992 '..M T :.. .... C J -Control of AccessLine..:.-.....:....... ?? Slope Stake Line :..::........... • • .:.. _ y? _ . a.-Bridge. . • - : • . . . ' ? ? ., r•. ?, ..? ? : :• : .?:: to ? ? .._ . •...... Culver :* • - ? . .. ? • - . ..._ ............... , .... .. 1•- ' • • • •. • • • • r • 'voo8s • • • ' r 1. 0.1.0 O • • • • • • j • • • • . • • • • • • • ' • Teleplione oc:Telc: ruph Pole .......... tl:?la r -o- ?t?ttot? •-4• ;:..= .....::. t .. ' Tower Pole and Line -? ? -' . ..... `• Power pole S -'1 (PROP .b -1 . • . ... • • . • . e ..' : :: •: 1lasemcnt Line -"??_? .... • . . . . . • :'.....:... %yrowina L iniit' ' ? ' : •?._: -?..-.?? ... . •. .,.... . . . ' . Guard Rail ?' • •• . .......... . .. T ? . . ? _ . . .... . .............. Szjnitary SeNVer-Line ................ : --?-=s -?-•S5 , t Li ''?' •` '• W =-? ?? ?-- er ne a . .. Gas .........:.. Gas Line .• .......:........ - - 1114'C15F.ll. ` EXISTING Chain Link Fence ........... ......:... -13 -p-fl- 0v..•n Wire Fence".. C G C .•C 0.0 C . • . • • . • O G V! V' ?? _ r\.. 11eg6nei•O1cio11 ....'.. : . • . e • • .... • .?.... Temporary Silt Ditch : . : • • • • • • • ••: • • • • T•'•! D?-• Teni po rary Silt Felice ..,................ --i T-----? t?- • .....•:.......... . ' Tempo rary.Slope -Dram Brush B irrier ? Silt Check Dam I)Te A• ' Silt Check Dam 1)pe.B ..'........ a ... • Silt Basin Z?-pe A' ....:.:'....:?.........:...' . • --+ • Silt Basiri Type B?.•.:....•.:.:•.:........ ?r?G? ' - .. Rock Silt Check Darn.............:. ••. Earth 13crm,....•:•..• ..:::.;..:...: . Temp. - S f one Ditch Check ....... •. • ?iitfirly Qa?i-I • . s - • • •, ., .. . . ; ONE o1 rCr c -BECK - - _.: - - ?. J ! L ! CHECK DA M ? . '' S L GPE DRAW. Dl T CH TS D L!??I B,,-l VKMEM T --?- -?- L 7- FE-IV CE ?-I f . f-f f 4;r ST PE4Al CROSS/NG LASS ROVING --FG R /v-/P RA P 'S/ ?" 13?s/? ' .5/iLt.i:.?•ur --_ ---- .ZJFS•/GAY X02 G . c4y?Ck ST-ORA) E'?Ea/T /?iV-? G?LE,?iV6.U .lJUT lUflE•? if?.S?.Gf' f/ILL r. r .r X11-7 .8,10S/Iv - / z,,wGrf/ ci= -ms.7 %?,PB?rra AREA (S • t.3 , 7) . \V /1-7 - .L•-fS.-/- Z /_ EXGTiSr of .rlisruRl3ED /J?eEA ??.s.14- poSlo N uS ONLY ?T_- 3' ?S. B, 2 zawar// a e .'U?srveBeD j?RER Sao LE?vG7:V er- .n/sr?ifaE'.v ?R?.9 ybo' Jam' // , //Ayes Fsl a • fit, 3 0.x 670 GJAJ nes vale , /V.C, to I ?c ? i G7 tao yd xateo.?+ Z R W SECURED E 10-13-81 _. a 6 0? 63?° 6s+O° Er nc3 / Pn /?hd l3ou 96 Webss-ic( N ?_', z8 788 ENaI ?? SrCUi2? c?G? E,vd Scc fro... Z R W SECURED l0 13-8 i O 3 ?I L5 I .I 0 ; . I. ?O foo 0 O Yu&9Z7' Hey-fo4/ Xr../BoX q?O s y i(/.4/ c G 0 POL[ DIST. FROM CZNTZR PRZftNT ROAD DINT. FROM CZNTvt - PROJZCT DIET. CZNTZR PROJZCT APTZR MOVING R[IAARKQ STATION HuMmoe I.T. RT. LT. RT. LT. RT. Ise " !D' 3 „ro E S'.P o.C,tira,? ?o r 30 ?P. ?' /8' ?s. /NvvL .?0"1r- s'1 oog: vV j SL ?? f 05 ? 20'' 2O 3 ?' illyv6 Pow 35'LoFirxc.? ?. L moo ?' S ' 25' D? ,r/oY'g - PSA F? 0it?L?6? ? 3G !O t,,, ES Cz /5 " I S Zo' ,yo vE e.,We Pw,; s z Zo it/?tJ 7 t S PP i ?Z5?2 d?A r«J )? O lip PP /?? ? R1.Czs-;k1 "'C'vew 1?r 93 fro PP /? l7 " o E /D.?E Sao` , .0c g TEMPORARY SILT FENCE: T , ?;?• fit- -fit A temporary silt fence is commonly used at the toe of a fill section to prevent off ` site sedimentation. It is made of permeable filter fabric. buried at the bottom,. stretched and supported by steel. posts. The silt fence reduces the water flow while retaining the sediment. They may also be used to divert water flow to protected outlets. Silt fences need to be checked after each significant rainfall to ensure there effectiveness. They must be maintained on a regular basis. Silt fences- shall not be installed across streams, ditches, or waterways. AREAS of USE: At toe of fill sections where sediment runoff can be stored and contained inside the project limits. DESIGN CRITERIA:. Material Fabric Steel, posts length Post spacing With Wire Without Wire Type 3 Class A Type 3 Class B 5 ft 5 ft. 10 ft. 6 ft. maximum 17 March, 1992 Qim II-- A m? 3? C7 E.. a v w ? A w d C? o? p d •_? 3 n a? ez F V1 W o< E- o m A ? ox E, m u m 6 4. w F w m 3 2 m !?? w mz < F ?, o H U _ m d C, A w I f?? ? f U d lll & CL. Ls. U 0 CV w d mT -[s w ?a mxE?-w4cn zz -3co zww ? ? 3 ? U m s dA?z E. <d3 ? tZdE3GzG7 x d d m?scca JAC M-C= E?_3 dd3 m v?xx aZAA?"6E SAE- jar4 =U3-3 rn ??=3coU-ME- E1- W I- C12 ---0.2 o3z?.aG'G.<-Mc z _OW orm.A xd 18 March,1992 LLJ U z w 11. F-- v J Z:r. Q z O F~= F- v rr z Q w O E. _ l W U ti .n. •.t > -f r y s - 7X xY't,. 5s x? 1yrE„ ?"f ai-"sz 3- . TEMPORARY ROCK. SILT CHECK TYPE-B« = 4 ;' A temporary rock silt check type-B (also called check. dam) is a small dam with a weir used to reduce gullying in. drainage ditches than are to be filled or permanently stabilized at a later date. These type-B rock silt checks help reduce the flow velocity and are- generally made of class-B stone. They are used in ditches during construction where the. grade meets and/or exceeds 3%. AREAS OF USE: • In channels, roadside ditch outlets, temporary silt ditches, and temporary diversions. • In conjunction with type-B silt basins. DESIGN CRITERIA: • Center of rock silt check shall be at least 1 foot lower than the outer edges (top of channel sides) • The spacing (ft.) = (3 / % of ditch grade) X100 f - 27 March, 1992 " - - a z wI-- rA co Y m _ W ¢ J - j 1= O -j C ' 3 NO=OZZ ON000 ., N ;. > W F- W ?z a. cn 0 m Z ? OZ=(r JU¢}-WO- W Q.W Q QL Z^I- . , u. C3 ¢ >- Mo. ¢WO- > W -+m UOm N. =-U-- w tn w J 1- a. m ? w ..wN ww z z U ~ W ° o J -J _ N G = ?--. 0 C.1 N ?-- F-- a O D ¢ W LL. ? > o 0 0 0 W Ltl OwN ZN wf- ¢oF--o¢ O OU¢ZV1U - Z LL-CL=)- yy L-1 O% = z C) =. > W ~ z --i s • ; N O ¢ . C (n w J N W CL ` Q > _ O u 28 i -- o in ,^ LL, x a. m J I ¢? z CL _ U U H Z U J ?-. w ¢O (n _ ?.' ct W tL -.? U i U W U Z U ?zz O F?? ? OQL ? oo W I-- Ld- 0 C. co a? March,1992 . Roca PIPI r.r PxozEcTioiv TYPE-Br A rock pipe inlet protection type-B is a. small horseshoe shaped structure. The type-B rock pipe inlet protection-shall be used at pipe inlets which are 24 incises and less in diameter where there is insufficient space for a type-A rock pipe inlet protection with. storage area. The type-B rock pipe inlet protection utilizes class A stone lined with #5 or #57 stone to protect drainage pipe structures by impounding the sediment laden water before it enters the pipe to trap sediment. This device can also be used around the inlet of temporary slope drains where space is limited at the outlet end of slope drain such that a basin or other device can not be used. AREAS OF USE:. • At inlets to pipes no larger than 24 inches in diameter where it receives flow from several directions. In low flow areas where right of way is limited. DESIGN CRITERIA: • Structural stone - class A • Erosion control stone - # 5 or # 57 stone. • Dam height - 1.5 ft. minimum. 35 March, 1992 . eJ/mot FF ?.???? •f• Y- <A•-_ ?!1. '} +•_ . :7.. 'YY1.?+n.Lf iiL J1/??yy'a .i' 'w -? . ._». ?. ?'t- _ _ _. ... at- ?--...•-G.'[,2,/ -. -v y?'..??*L' .?•C'L? :.-•; /?• .•>+[Q J if' S w _- . ._; - __ _ ?+iM•?SC9i-4'^?+•?-?"•? ?`cT ? ??'' <`J _ E'cc: ojdOZ tnaE-0. E 0. W m =.4 rn- mO E•._ Z aD W°Z:--lZmdo oWO?Wm°ZxaE?„ai ca Nzpc*-(L W E-paz' : Zav m ayim 0En0??UZZdjQa dU O dG4..zWVE.ZV)WEFZWM0 i2 ==- Q= o 3 Eo-fnfs7 p zWZE»??yCt%?z ?< ucn0?IadELL,OWE3Z CQ.sWd.Wx=a.=W 3 TWEVaC E-W-3Z (•)F'•-ww Q Z E-cn dzzZcn do=-..zau=rz2 J• O WY000 =E-0 =0 VE-x O Z WwciE-u cncnra6.CLu do E- LL. C w 1= - V W' ¢ ?- W 1 X CL 3 a CL 1 X O Z 1- Q-'1 1 1--? 1 ^J. w J U - 1 C 1 CL LLJ Z ' Z 1 a- i2 O -e 1 1 a C? c- !z 1 fn : t10 LLJ -z z W 1 N ... 1 1 , 1z1 z ? 1 1 1? ¢ wL:: 1 1 - 1 .-•, - 1 Q Z z ^w r O^% V.:.?-? is?Y O LL N:? 4-4 L v ?. s F , - CL O Z Q ?C cr- zi I F- Z ow V ZO ' i^ F- Of Ci ? Z (n w„ z G??n1 ?--• 31 ?? O t, f LLI zl i E l,fl=. 1 36 March,1992 x `Ro R A rock silt screen is slow-level dam structure to be used in `streams below` culvert sites. Rock silt screens shall be used to trap sediment transported by running water and shall be placed in. the stream below the construction site within the right-of- way or easement boundary. The rock silt screen utilizes class B stone lined with #5 or #57 stone to produce a ripple-effect in the stream to settle the larger sediment particles transported in the stream from the construction site. The trapped- sediment shall be cleaned out before the device is removed-from the stream.. AREAS OF USE: • In live streams below construction sites where construction occurs in or adjacent to the stream. • In live streams below a culvert construction site. • Where it can be cleaned before it is removed from stream. DESIGN CRITERIA: • Structural stone - class B stone • Sediment control stone - # 5 or # 57 stone • Dam height - 1.5 ft. minimum and 3 ft. maximum ( shall not be higher than l ft. above normal flow of stream) 37 March,1?92 I W F ;. N $ a. W 0 a - m J - CL 0 ?: G] W G F ?.. Z WaddUO czmam M. ?Cm?paW aa3F? z?6 tnW E.OJZ. W? .s=W rO Oa.TCpjzWWnO dOdd Z u6m ozooz n ? z, z nmm?;szW FWvWEpmWWZE-W OW> ?FC3???OJW6 p:?E,.3dy V) W E"t?ca2?ZZ??dpZf?V23dE-pE--„ Z mOtntpJFU W Lk a u VJ..G 38 X 3 W > C D Z O M Y W 0 N O N N N ? O U tj 0 W N z Lt_I LL n- u U) ? z^ .-., o V 1 l:T_ V ?+v Y ?^ U c= 4 00 rr c.c ov M _ ?O Qr f z Q U) i 3 t M Z E v? March,1992 ?a ?`? ????µ'.''„ t -t-,.?r s+?i+ri ? .r a aiz+aYe?. ? :?•h. wsf r _?a+ .e. t?. ? 4"c6? M , ''...?C+?sS'- T'*•'?r??,11M1?'Ft1....e. ?'•Y j?",11="?ir?..'??? r 't?' t 4 t yt61,'+. ?•e»+-F'?" ?- ??4'?Ri.. .,r ?.... tF tea. ??--F~ ?? ? S?'a'•'? t ?,l"x r". ?`' ?3, ?..,33`'r-yu+a .vq?-yc Yw x?"-.i???,++t *\' _ . - ?.idp r! .. - .?.+*-+•YW??.?-' :.r._.. •e r..rautrg.'.xo ?^•if+w:? -- wN-?"?.-?;a?F.'•.: ?,..?.- .riv:1-ewt*?ea.' .: - ° 7'".•r do. F• 4 't' t ?...:r..:4. ,..r•.''yt`?..>.a?8".k.sx aci t-,? r f 1 s Z_m :_ FIM J/ 1.? _ H z Z Q o p ?_Z 6 0-4 E CD C, QO W ccz • rx ? Qo a p cr_ r, o Q Q = Zl W ca > 1 _ ?•ttml t ?21Q 14 March,1992 , -- - ? S,2 / 70 9 i ; , P? Eve Fe cG : Sc o 0E ?,eo?oSEe?% c ---- - t - - - - - - - - - -- - -- ? - - p - -- -- - ------ ------