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HomeMy WebLinkAbout19981109 Ver 1_Complete File_19981109State 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 NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES November 13, 1998 Alleghany County DWQ Project # 981109 APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. W.O. Atkins NC DOT PO Box 558 Elkin, NC 28621 Dear Mr. Atkins: You have our approval, in accordance with the attached conditions and those listed below for the purpose of paving SR 1317B in Alleghany County, as you described in your application dated November 9, 1998. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3127. This certification allows you to use Nationwide Permit Number 3 when the Corps of Engineers issues it. 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 new application except as modified below. If you change your project, you must notify us and send us a new application. 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 00506(h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. 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 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 Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Winston-Salem DWQ Regional Office John Domey Central Files i er4 oward, Jr. .E. 981109.Itr Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper STATE OF NORTH CAROLINA 981109 DEPARTMENT OF TRANSPORTATION JAMES B. HUNT, JR. GOVERNOR NOVEMBER 3,1998 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 E. NoRRis TOLSON SECRETARY Re: Project No. 6.702267 - Grade, Drain, Base and Pave SR1317B, (Cindy Lane), 1.35 Mile, in Alleghany County, North Carolina. Dear Mr. Jolly: The North Carolina Department of Transportation, Division 11, District I Maintenance plans to Grade, Drain, Base and Pave SR1317B (Cindy Lane) in Alleghany County, to improve safety for the traveling public. (1) Sta 46+37 there is an existing 36' of 24" CMP which we plan to replace with 50' of 36" BCCS Pipe. (2)Sta 67+00 there is an existing 35' of 18" CMP which we plan to replace with 50' Of 18" BCCS Pipe. (3) Sta 68+80 there is an existing 24" CMP which we plan to replace with 60' of 36" BCCS Pipe. These streams are perpendicular crossings of unnamed streams which are tributaries to Piney Creek, and New River. This work does involve designated Trout Water. P. O. Box 558, ELKIN, NC 28621 PHONE (336) 835-4241 FAx (336) 835-1615 Page 2 Ken Jolly November 3, 1998 We are requesting a 404 Nationwide Permit (#3) Maintenance from your agency. I am sending a sketch with the proposed erosion control plan along with a marked county map. 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. 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 Enclosures cc: W. E. Hoke, PE, Division Engineer M. A. Pettyjohn, PE, County Maintenance Engineer Matt Gant, PE, Regional Engineer DEHNR Neil Trivette, Area Roadside Environmental Engineer Joe Mickey, Mtn. Regional Coordinator Eric Galamb, Water Quality Certification Unit DEM (7) DEM ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): 3 PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1) NOTIFICATION TO THE CORPS OF ENGINEERS 2) APPLICATION FOR SECTION 401 CERTIFICATION ??3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY ADDRESSES SHEET). PLEASE PRINT. 1. OWNERS NAME : fS? C 0EA4,e 1ne y1 aF %,e?9NS PO,E TATi o?/ - ? % Y // - b ?57? T 2. MAILING ADDRESS : SUBDIVISION NAME: CITY: STATE: NC, ZIP CODE: 7-,6 4X/ PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): 3. TELEPHONE NUMBER (HOME) : (WORK) :(zj4 83? -¢24/ 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: it/v,e T. ? C,4 o ?? s? A !? P. 4 ?eTir? cNT o,c T X2.4 r?.5 ?02 Ti4 Ti'o h/ Pa 8 0? .SSB /??'N, NC 28G 2 / 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY : ^,d 11 G G 1114 M y NEAREST TOWN OR CITY: SPAR 7-A SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) : f Ro rzl _Sl2 13 -'? 7 7'0 _ s k 13 /9 /. 3-5 Wl .5 6. IMPACTED OR NEAREST STREAM/RIVER: V RIVER BASIN: Ngcy k 1'y'EF'p- 7a. IS PROJECT LOCATED N=_AR WATER CLASSIFI=D AS TROUT, TIDAL SALTWATER (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS - I OR WS-II) ? YES [Xj NO [ J IF YES, EXPLAIN: SwA!/ 6/NN??iy/c? .1GUli4Q 0-p-oSSi'N4 /A-ke- ieihuni?R,,e5 TD Avweil eARE* 7b. IS THE PROJECT LOCATED WITHIN A NORT:-? CAROLINA DIVISION OF COASTAL, MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ J NO Do 7c . L' TFz:. PROJECT IS -toCATED WITHIN A CCASTAL COUNTY (SEE PAGE 7 FOR LIST' OF COASTAL COUNTIES) , il'rAT iS 7HZ -ND USE ')LALV (L%P) DES:G `TIGN? 8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES [ ] - NO (XI IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION) : 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES [ ] NO [x] IF YES, DESCRIBE ANTICIPATED WORK: 2 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: D. D ?-2/A G L e 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 10a. NUMB ER OF ACRES OF WETLANDS IMPACTED BY T,.7- PROPOSED PROJECT BY: FILLING: -0- EXCAVATION: -O - FTLOODING: --? - DRA!NAG-: D -- OT:Ir R : L ga5 7;V,41! D . /o /lc- . TOTAL ACR ZS TO BE MiPACTED : d• O 22 4C- 10b. (1) STREAM Gu_ANNEL TO BE IMPACTED BY Tr:= PROPOSED PROJECT (I. -ER R=LOCr1TED, PROVIDE DISTAN(=90Trr BFFORS' AND AFT = LENGTH BEFORE: - FT A`=TER: WIDTH BEFOR7 (based on normal high wacer cancot s): FT WT_DTR A.= TER : FT AVERAGE DEPTS BEFORE: = AFTER: =T C--?vAM C?ANN?.T, TMDpCrS WTT,L 7rSu"LT ROM; (Z) _ -- _ _ (C_-7-C { ALL THAT APPLY) OPEN C::ANN'nL RELOCATION: PLACEIME`1T OF PIPE IN CHANNEL: f_ (7zANN?L EXCAVATION: CONSTRUCTICN OF A DAM/FLOODING: OT??-7R : 11. IF CONSTRUCTION OF A POND IS PROPOS , WHAT IS T'r.' SIZE OF THE WATERSHED DRAINING TO THE POND? WHAT IS =-z EXPECTED POND SURFACE AREA? ? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF 3 MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS oc d2 B c? sec o ?' ? Tr' ?' ONLY) : G C GP g pG . 2,4 S C /?- ND 13. PURPOSE OF PROPOSED WORK: TD /'_ - 1 .-.a ?- AP ,T _1 7 Td S x/3!2_ 5. YOU ARE REQUIRED TO CONTACT TTY' U.S. FISH AND WILDLIFE SERVICE (IIS NE FISHERIES SLAVIC= (NMFS) (SEE AGENCY 1 FWS) AND/OR NATIONAL MARINE SIMET) REGARDING TIES PRESZNC7 OF ANY FEDERALLY LISTED OR ^? OR TIiREA :? r- SPECIES OR CRITICAL'HABITAT PROPOSED FOR LISEA THAT KAY BE AFFECT=D BY THE PROPOSED PROJECT. DATE IN THE PERMIT AR..A (ATTACH RESPONSES 40 (T-A CONTACTED: FROM THESE AGENCIES.) 16. YOII ARE REQUIRED TO CONTACT THE (SHPO) (SEE AGENCY ADDRESSARSA SHEET) WHICH PROPERTIES IN THE PERMIT a PROJECT. DATE CONTACTED: 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FONDS OR Tim USE OF PUBLIC (STATE) LAND? 14. STATE REASONS WHY OUT IN WETLANDS. (INC IMPACTS) : o s .voa by IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED LURE ANY MF-ASuRES T'3--EN TO MINIMIZE WETLAND S.gFerrs/ .4-ND ?i4y? .Sit STATE HISTORIC PRESERVATION OFFICER REGARDING THE PRESENCE OF HISTORIC MAY BE AFFECTED BY THE PROPOSED 1--, 4 YES H NO X (IF NO, GO TO 18) _ a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRO'`dENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? NIA YES (l NO [l b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES ( l NO ( l IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM TH-E STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING COMPLIANCE WITH TIC NORTH CAROLINA ENVIRONMENTAL POLICY ACT. Nll? QUESTIONS REGARDING THE STATE CLZARINGi.CUSE REVIEW PROCESS SHOULD BE DIRECT. TO MS. CERYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS: a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, =-S AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAMS (INTERMIT = 1 AND PERMANENT) ON THE PROPER'T'Y MUST BE SHOWN ON T'MAP . MAP SCALES S'r_OULD BE 1 INCH: EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR THEIR EQUIVALENT. b. IF AVAILABLE, REPRES'ENTATIVe. PHOTOGRAPH OF W=-,ANDS TO BE IMPACTED BY PROJECT. c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SF.----=TS RELEVANT TO THE PLACEAMENT OF T" HE DELINEATION LINE. d. ATTACH A COPY OF .7:;--- STORMWATER MANAGEMENT PLAN I. REQUIRED. e. WHAT IS LAND USE OF SURROUNDING PROPERTY? G/,G?L F/??i?? ?. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? 5 g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO: 1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF MMRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND 3) (IN = TWENTY COASTAL COUNTIES ONLY) , A LETTER FROM THE NORTH, CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM. OWNER'S/AGENT'S SIGNATURE ll-3'9? DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED (18g.)) 6 Al '_ - -- ` .. ?, . ER.Q S ? DETAILS AND SPECIFICATIONS AiiE? A y ems. _- Std. # Description Symbol 1630.03 Temporary Silt Fence 1630.05 Temporary Silt Ditch TW 1605.01 Temporary Diversion TD 1622.01 Temporary Slope Drain F- 1630.01 Silt Basin Type-A -0 1630.02 Silt Basin Type-B 1633.01 Temporary Rock Silt Check Type-A 1633.02 Temporary Rock Silt Check Type-B 1634.01 Temporary Rock Sediment Dam Type-A 1634.02 Temporary Rock Sediment Dam Type-B 1635.01 Rock Pipe Inlet Sediment Trap Type-A AU.. 1635.02 Rock Pipe Inlet Sediment Trap Type-B B ff r. 1636.01 Rock Silt Screen 1630.04 Stilling Basin Rock Inlet Sediment Trap: 1632 01 A - OR --A) . Type-A B -- OR B 1632.02 Type-B. 1632.03 Type-C C 101-- OR - C III-3 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. RS Always SUPER toward ditch line as a temporary measure in this situation! ,. ?,? V I R G SR 1317 C;?d Lane RBI P n eY C rem To v-\/ m s P a m ?1e s )135 All e j 1 all County a Vv, 1 6,702267 • G R A V s 0 N? 93 VA. . '_'' „ 1310 ?? .?..? w __x....1.3 •' ? ?....?? •.2 N.C. I O 1312 tI 131 •L. 1?Z q 1350 • •13t7 l (_ y ' L 'tl c - •? Per Bethel 'I 1 ) 13A4 1311 1 •6 > 1914 2 l • 1312 Ch. J •?: l?z _ L l :. 5 • 1 1.0 •1 13?i 3 13 " o a r n¦•1 C-& 1 1.0 /F?°` 7945 R L31@i n ,) - •6 1340 WE •3 X16 Ol3''Q o a f,93 1345 a .2 Vy LM6' 1323 • g 4 f 1 ` /. 4 t 1 1. ° _ 1?4 . l MAY ?. 1909 a .2- t I _ ?• O 'I .) ° 1$ trcl - 1.a > 4 y .7 •1 ?, 1347 13110 I L91? 93 1349 13?^ P L932 r FAtc 4 y •1343 1 3 13M ••` Molnut Branch •5 ? .0 e Ch. ?t .4 tf ' °? • 1 3. 9 lrelln? 1952 %17 f.b 16S 7.40 OWN 13Gfi T.ly 1320 1392 5 .2 1.3 A •1132fl 3S y i!305 , Mt. Zion 13ZI 113 Ch. J 1 \ 4? 11 y2 IZt1 ••xl- 1327 \ ? ? \ •S ? •6 11 - W 13Z7"Il .5 1300 No. Hope '.i 1167 0 1 0;?• v .8 > @ ( Ch. .5 221 1.2 1164 1 7- 1 UAk _0, 1 1170 ••? . Antioch 1135 O '? 0 ''1 •a `• CPL ?Ac`' `'a 1161 11 \ t 1 FENDER MTN. 13ot ( _ ip _ .?_ .6 1139 •ra 1170. J . 221 ?t' '0 Ll3fl a 1.2 CHEEK MTN. p ow-* 1. 11fi0 1161N 1162 / 1 •1 1149 y . T \ Whbohww ??'•. 7 -'? Prather Creek 1157 1154 Ch. 0 1151 .9 ; ]13 I IA ^ 0 2.2 1149 6 1151 1.6 d 1157 I ` o n 7 h.dr h 1t54 1132 -" ?. O 7; l).'SZ •.i bL= 1B - 1140 9 . 1147 N 1.8 FAS 1 71BD ,rp T, .7 1141 N 11Yi K • 114 7 Z 11Z4?`' L9fi fj5 Ohm .7 \e ? •a•" ?,•f?1i .e 1142 • •1193 / as i R '? •? PAl \ '? 4W / DOUGF1iON •? hw?ei fpi.?. 2 0 1143 ` h 193 / RECREA1 18 ?' ? LlII.I? ? / ?q•,? ? 1144 / / .? . 114 PAS 4 3 1144 ? ?,' .8 1775 ?• .9 '.LITTLE GRANDFATHER 1 t? ?' A1i? MTN. N ? ote • • cv ? ? 0 • wit M O Ul QC• AC TO • c •^ • • _? • eoo • • 't M w w « • • Z c . 9 ., • • 0=0 ` ? • ? gyp= • i~0 • C.0 a. O p CC • ? 0:0 • P • • -C L • LAC ? A • ? • r s r • w O r- p C A • w o r a 00 • • <•C • w . s \ 13)1 C?N1y LAm t a *DITCH LINER REQUIREMENTS* ROAD NAME: SR 1317 CINDY LANE ROAD STATION STATION RT. / LT. TYPE LINER REQUIRED 10+20 11+75 RT. RIP RAP 10+20 19+50 LT. RIP RAP 17+50 18+75 RT. RIP RAP 18+75 21+00 RT. MAT 19+50 20+80 LT. MAT 21+50 22+80 RT. / LT. RIP RAP 22+80 24+10 RT. / LT. MAT 33+15 34+15 RT. MAT 33+40 34+00 LT. MAT 34+00 42+30 LT. RIP RAP 46+37 48+45 LT. RIP RAP 48+65 50+50 LT. MAT 52+00 53+00 RT. MAT 57+00 58+90 RT. RIP RAP 58+90 60+00 RT. MAT 62+75 63+25 RT. MAT 63+25 67+00 RT. RIP RAP 68+80 79+90 LT. RIP RAP 70+00 79+90 RT. RIP RAP 1 3 +00 12+00 0 t K k \"?l 0? o o (4 ' 2 S? 2 5? L _ . ,.. o° o Po° o 3 Q-40i L-i - w U) 0 w (j) 0 o IJw M !ccn ono a a. DIU4 14 0 0 Q:? of a °° ? A ° low V h :ZZ c o U 0- a a- v 1-100 lags A-1 no ?p o 9 Ajq fl Fi + o ? d .. 4? MA Um 00 e O C m 35'LT E,+O 19+00 MATCH k w W 18+00 L /NE R I L75/ k ,1C ? k 1 ° •V RP 00 17+00 ` • @ t13 00 0 00r O ,k -? cl i co ° a ?- 25 25 ? 16+00 v `-9 r IL? - (:c o. o a Q- a 15+00 k 0J ° 113" RCP . pp ':. • t zo O BE 14+00 MATCH s 1? CD ir) Ln a 24+00 MA T CH I L /NE ,N 0 .k N ? ` N 0 1 1?zo 3z +00 t 0 Z,1+00 k k ? a ? 0 ? ? ` r I 25-? 25 a a- °o 4- 00 L o ? oCr- _o r- o k o Q a CL 11 10 L 20+00 k k 0 ,gip 19-x-00 MATCH s a a-• CO L .c 1 U) < -.D 22t6p s z B -b Ln 0.. I ? a- o ? Q' LINE Zq+00 o MATCH I 0 d- W . x s? z (r) za+00 •? 27+00 2? +OO >112 R zS+00 o0 ? 1J> O ?s 0 F`n- LINE 0 Ul) 0 0000 P. 24"' e IN, O 000 1 . C C 0? a I C ?C)- 2.4+00 MATC .1 K o cL y. 0 o Ln Llr) Q, - a Q S -6 v ono ? .v N 2yt16 ' 34+00 MA T CH LINE . . i0 S cc -b V W ? c=n 33+ 0 321 83 ,k o k , r4 . x Ul 32+00 18" R P ;' 00 0 95 0 + ? 0 ?A x x ' I = 25' 25 0 Ln 31 +00 r ?AC?c ct I?CI L ? Q > 3v+00 cr, A o 9+00 4-- , MATCH L a c 0 Q Q. a- -f- S ? /I L O L LINE? 39+00 MA T CH i L NE 0 9 ? f- ? k D 38+00 0 F- N k ax 37+00 0 o (Ln 1 25 36 + 0 0 cn o° 0/ I? p O O0O L15 ?a Q: O _ O co 0 Qt: CL yak o 35+00 't C) ?k J 34+00 MATCH LI NE i a s i 0 L 44+00 MA T C I L I NE r Q k 0 y Ul a w W A N N U') 43+00 I 0 a 9? Q 4z+00 £ Q ' ^ V ul ? 4 k- _Iq 41 +00 o M h r X 1. OOp FLOP. 2¢ • O oo p 4zf 30 A. k? Ok o k Lt 2 +30 40+ 0 0 25`- -25 ` a, s v 0.? a a O ?- _ a + O . QL ? T ?r QL b t k 0 0 o 0 CMP 00000 L 1 0 A Ul I NE 39-x-00 MATCH K 4 1 49+00 MATCH I L? INE LID Q o ? o 49+00 mczo ax N `n k Q 47+oo o M 00 45 + 0 0 0 MATC I- xAct u1 41 a a Cl '' M cl Q i I LINE n s4+ 00 ,Q); a MATCH ca o ?m s3??y ? o 53+00 sz+00 s a , n V ? a- s1 + 00 ? ? M r 0 s .50+00 CD E -t 10 0 U'l k M x C a o ma QL D k D .h ND N ?D L INE 0 ?5 r u) r -o a Ln 0 INE W 47 a 51+00 r / 0 W W sa+oo 57+oo O S 0 0 O 0 Ul 56 + 0 0 r t Zr 55 +00 `n I.) h a m n 0 13 tn co 54+00 MATCH MAT L INE M k k ,k cmp ? f 90 ,qA " 2 Q?- t k ?Q x r LINE a S a a .6 o. 94+00 MATCH LINE cn L U- O .? k?. ? 1 X 1 , p? V 63+00 1 o . > k Q M a c r\ y,l Q . , S ? Ul 25? 25 ? W , +00 -b I o ? M ? ? krnrn? Q n LIB ? -? s - o C' 0 O O •. o 000 0 /S "' GrtP : ;. 0 @ f 40 Go+00 0 F- x Ul) 59 ?-D O MATCI LINE 69+00 MA T CH L INE g0 0 68+3b W w can 63+00 m Ln o 67+00 > Oc i 5 P + ?- o 00 0 Ln ul o0 f DO L o CL Mo w ? 0 2525 - co `" W 66+00 r -6 xzi X- °o a a ? 65+00 h? ca r? >, ? M -O ? -C? to O ? k? M 64+00 MATC K? LINE 74+00 MATCH I L IN ON c=n 73±00 CL Lo k 0? V) XD 72+0o s 0 i CL x J 25T 2 5 T 0 714-0 0 -b ? ,M LLJ a o ' c t5 O O CD N o QC N QC CL ( CL x x 76+00 0 r t U') 69+00 MATCH ?K 1 NE 17- 0 LLI -? C-• CP _, 79 +00 MA T C 78+00 0 L 77+o0 Q! zr w -6 LU 76 -f- oo m 75+00 74+00 MCI TC L INE % k k 0? ?0 y -• .k M 0' N ct O CC ' O o x Q- ,x 0 ),9 Q' Z' w a u! -6 Q a k - M ? 0? ?0 LINE l+ / 11•i1 W L LL w , 13 17 rX/sT. 30' R/w 814-00 . ,Fxr/ I o, po. a '? s Cr 4- s L I cn v 80+00 j 79+90 S c 11_l ? i Q Q cn ai'L00 MATCH 9 t 85 ' lr? • 7 cn LINE