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19950486 Ver 1_Complete File_19950510
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 Q0 ED F= F1 May 16, 1995 Wilkes County DEM Project # 95486 APPROVAL of 401 Water Quality Certification Mr. D. K. Bennett Assistant District Engineer NC DOT P. O. Box 250 North Wilkesboro, N.C. 28679 Dear Mr. Bennett: You have our approval to place fill material in 0.10 acres of wetlands or waters for the purpose of replacing existing pipe along SR 1945 (Christian Home Church Road, as you described in your application dated 5 May 1995. 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 Domey at 919-733-1786. Sincerely, r ton Howard Jr. . Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Winston-Salem DEM Regional Office Mr. John Domey Central Files 95486.1tr 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% cost-consumer paper 0 7 Url ISSLAZ .? RECEIVED () .L? y °µ ¢ MAY 1 o1995 ENVIRONMENTAL SCIENCES PoAtrw STATE OF NORTH CAROLINA DEPARTMENT OF 1PANSPORTATION JAMES B. HUNT. JR. DIVISION OF HIGHWAYS SAM HUNT GOVERNOR SECRETARY P. O. BOX 250 North Wilkesboro, N. C. 28659 May 5, 1995 Subject: Nation Wide Permit No. 3 to replace existing pipe along SR 1945 adjacent to small stream trib. to East Prong of "Roaring River" class-c. Mr. John Thomas U. S. Army Corps of Engineers 11413 Falls of the Neuse Road Wake Forest, NC 27587 Dear John: The Department of Transportation is scheduled to grade, drain, base, and pave along the existing roadway of SR 1945 (Christian Home Church Road) in Wilkes County during the 1995-1996 fiscal year. Due to the proximity of small streams being trib. to East Prong of Roaring River class-c we are requesting a 404 Nationwide permit no. 3 to allow us to up grade the 2 existing cross line drainage structures that will need replacing, and or extending. Attached is a straight line sketch with proposed erosion control, stream, stream embankment, pipe crossing, marked county map, and 8x11 drawing, showing pipe replacement. By copy of this letter 1 am asking Ms. Stephanie Goudreau of the North Carolina Wildlife Resources Commission Mt. Region Coordinator to comment directly to you concerning the 404 Nationwide Permit request. 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. f I The purpose of this new alignment is to shift the roadway away from the stream to eliminate the frequent flooding caused by high water covering the low lying areas of existing roadway. This flooding has occurred frequently in the past 10 years and prohibits the safety of the traveling public and school buses. We would like to begin construction as soon as possible. If further information is required, please let me know. Your early review and consideration will be greatly appreciated. Sincerely, D. K. Bennett Asst. District Engineer DKB Enclosures cc: W. E. Hoke, P.E., Division Engineer D. J. Tetzlafl District Engineer B. G. Bumgamer, County Maintenance Engineer W. N. Trivette, Area Roadside Environmental Engineer Eric Galamb, Water Quality Certification Unit DEM Stephanie Goudreau, Mt. Region Coordinator Doug Miller, DEHNR l ACTION ID: DEH ID: NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT JOINT APPLICATION FORM FOR XATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS NATIONWIDE PERMITS TEAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION WILMINGTON 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) 733-5083 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: 9.C- 1)PPAeTMg-JT of TR.aµs POPTA-004 2. OWNERS ADDRESS: PO. Box 250 1?1 o Q.zH u1 ? ISCES bc2o i?t c . Z 8!0 -19 3. OWNERS PHONE NUMBER (HOME): (WORK) : 910 -lv??- 9//7 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL,.. ADDRESS, /-<- PHONE NUMBER: 01 1!7A sz 7 ?cn .L_ ZS 5. LOCATION OF PLANNED WORK (ATTACH MAP). COUNTY: Icti?KES NEAREST TOWN OR CITY: 20 D Se i Q 4-'S SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): ?5 EPfIAR?S `? P-r1 FEow? S? IQ4Co I v 'S? ?-l am A?r?PCt-1 __- ?YIA 6. NAME OF CLOSEST STREAM/RIVER: EAsT ?QO?? T`?OA1Z' ??? ?'?VE? CIAO G? 7. RIVER BASIN: P,DK1? 8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW, WS I, OR WS II? YES ( ) NO ( L-4? 9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES ( ) KO IF YES, EXPLAIN. 10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLuulnv WETLANDS, LOCATED ON PROJECT SITE: D'KO AcZ? 3/30/92 v -2- 1 11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY THE PROPOSED PROJECT: FILLED: DRAINED: FLOODED: EXCAVATED: _ TOTAL IMPACTED: 0,10 AcaE 12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS) : ?t?C'jE., DeA?? L, ?ASt W?1c? -P?.vt= S PI M45 / t?l E 1_o AT o ,? fM A t-o,c_ i vin A -7lu Boo FTo - 13. PURPOSE OF PROPOSED WORK: -Fo A ?a E-r-) eA . ? • To 1945 F>?am vaQ uIo opAv loc= - 14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND. IMPACTS. A?i?titn??uT p4- ?y?sT1F,C? ?oAd to ?gtsE G2,a?c T c-hm PAZ FTLF1?u?,.rr' ;loo:411 y, AOA ,`,R-osier will L?-?4u/ys //?tia /38" Gl a'c s, ldl aAnew-y w/ // 6e 76 Avoid 6720S/8ti ? 5 i f f,P 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 (L)/-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 (L]? RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. =c 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? F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N?i9- GIN f; ,cJou/r? - DATE SIGNATURE R'S t S,1Z. 145 ChR?s?'=Alv HornC. Ch, Ro, ? ? 73?-00-? I ? Co, _. ? ?. S GPL.c. 11,,1. _ ?O ?• ? l • I ? r KS-V P Ro1V G O F %? o q0.=, n? G ?zd E Q, J' ? • /l.; Xw ..:. \%C`AsS C" TO E I ?? < • ' .1 fir- i Q l • 11'' `` 'e v 1" /X I ? ?X ViXf k. X r !' is ?;?` rya= i i'o j ? "IZLoo-1_-- i ? i / No NAM, Tr;13, To 11. w o%s-k Pr•.+(? eF 1? Rowr:nq R:scr i "CIASS G" S X2 a- 0 D - l-- 1)k -71 ?? P?toPoss,o 8?gx`9o'x98' cmp x70+50-L- 1 ? ? 8?x 48" ? ?' 1 1 .. r to ?e ?LX?? r70+00 D + O -Y- P, 8x4 x 4 J ?n tea, ? 00 -? ?lo`?E, '. Th-s.s PRcposc? PR.o?EC.'c ?.P,zovErv?E?? Zs FOIL G%Lp os, OILP I.M ) RA+sr.. PAVE.. ?GLE p1.lRPOSE- ?OR ?E a.GNM6N? GhP.NGS? _Z5. to 9-gz.S6 ?nE. o a,o F E? cam. P a E v?F. ?s-?- F l oc n x *>? 4 To C\ Y.MZty ta,-??,,R.o s z.o r? cA,???o pY F1ocoz-tAG. STATE OF NORTH CAROLINA SUBJECT IF'- ?/?5 ll?'' ?i?`? PROJECT s?'?? ¢s DEPARTMENT OF TRANSPORTATION?? 5 _ X - ??A Q I?11 I (< COUNTY DIVISION OF HIGHWAYS _ HIGHWAY BUILDING PREPARED BY ?K?- DATE g-' 1177 STATION -?' '1O-4-Sb P. O. BOX 25201 _ ? ' ? }45 RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF_ ? I I ? j ? I I I I I I I --I+---*-- I Ifff i C---j I I o o E I ?' ? 1 0 I 11 I l - I ? r-- i _ - 1 _ i I. - ! 1 ? o i ? 1 1 ?? 1 ! il l l I I 1 ? I 1 1 I -- I I I ?i j ! ( ? i ? ? i ( I 1 1 I i 1 f i 1 ?"? ? i ? i I I ? LL- i ? _? i t 2 cl? ? I I I I f -1-- II i I ? 1 - 1 ( ? I I H? N Y ,W I p . K, RICH MTN. t•t•-•-•- • ?.? ELEV. 3500 00 ? . wm j \? -• \. STONE HTN. y \L \.•\ 22 CC / 1 '\ S 21 1777 •y '\ / 1•\. e 1737 ?•? ^1741 /?. n l I I 2 919 \• O`?Ja• Y' ' / 417n9 1917 1 I:05 6 19113• 1) ,r 17n2 . 3 1)?i ! .r '? Ir,2 0 t o' GI •!2'i 3 r \ /•? \ N .i n. -r/• Icz 9A 1916 WELLS KNOB ('•! '? ELEV. 1810 1 ~ •913 tV •p IWI \ ? (. ?• 1>n9 :119 ? 7 ? / \ n ? _?• 1 X11_39" O 5 Y?Im •'_?7 ? 1 ••'_r •' ' / 'b1 1 1 •' S ?I m / =1'• c t` 3? 1-- 1.-. J ``917 •vy?9'S Ia,• --31 r•. I715 •1749 Im7 w}''\ `/•• 1 P °'141903 `?•\ ./ 2y r 1.31 27 , .(.?__ :•••y 10.6 ..?.. ":•1 _-+3 '9L I>_ J\.. I•) •1 >< ::\ .J .J I •/ .? I - \•-?3 1913 =?3. •r: ^'S J ??_ .I• 2 Y? r3 \'`` "? n roll PJ 9»»\':; '9'-J •. ^ .1772 9c ao t "' .^ > 233;. I,. -,:37'. I O .\d. /' •? I . 5 lo.. Ix.,? ' \ '\. ? „-.3 o»? -,9?9 I r. 0 7 .. ?. 23.rs ? j r '••. d 1°°`9 /• -? 19?a \ I 19za • I__?s'• ? 11 9b'a .1 ? .?;^_.? `. I ?i"K?' \•. 7-7 ? .5 •999 ';`y 1933'•.?.A 'S 9 I:Y,I _ a c \,-\ Pzx° \: I r.5 1932\ c? p 1931 lei ?i rlo• ? _ ? ? y .l Z I ?'?1.z 1Kr9/ ';? s i 19?a 's ">? i? ' e ?? 'ICy •\:" ??f S-? ? \ .2 ?'1 z 39p• ? 3 r • ,' / ?? '3 ? i9v 19? .r to I9za 'a =z, 'J \•\? i -7 `'\ ? I1 -? „uq /• `7C2m J 213 . •.•? 77-2 ( 'P?• 0 Z/? 1903', 9 't r .. mot-.. `\ • ? ?-. 9'3 /-' 1 _ 1 ? 1 .J 1 r..'-:, r \` _ ?Imv:'?'•-. ce I ?'<?• u2713 Vc_?t MI\ ,•f-?.._ vim. \ ti ? /•'' /'? /.• I0_03 2314 .5 1•s _15 1 h atrt mom. 3= L. •? \ ... ?i 2714 ?. ^..r r?q '4 "J01 ?• '?.": 1924 ?.0 '\? • \ 12717:4. 3•^'.~ '.\1 -'r `•?.•/• \.o''• \ MI5 <••?,• \ z7:•'jP /,.? I \ 1 Igg9 ? I w? .:Q ra.a.a ? .. % 1 .9 - 1.5 `SIP . ? . Q /- ? ? ` '.. '{ 1 Jf?a '?.1 •, ?'?J>9 1 f'• ` I rS z?x ,. •, . z^9?,q • ?'' 232 7 :r? 1 •?'? -\ _ ?? •? ? 1 X131^ ? ? •, ¢ 2x31 J -1y l•`. ?.(i/ n3>IN I: : ^ yl'"F- rT21 •\C(!?•' .9 j• ] \ --sue. J 2718 C.j . / s.x? Z=l J• a J 1 .u: e3 ."(j ' - p/ I 3'I •) ¢_?. ' a.'?,`s ?L'c7',. I 23"9 p ^ ale 1 1 1 I' Ch. / •' i •N 56.?? ? =? t EROSION CONTROL DETAILS AND SPECIVICATIONS 31d'A DescM101. 5 mbA tftt 245.03 Temporary Sill bilch --- 4't - 245.05 Temporary Diversion ............................. ib --- ?'t - 893.01 Temporary Sill pence --111--111-= -=----== tit - r 890.05 Temporary Slope Draln Willi - lEarlh Berta .. ....••-- 245.01 Sill Basin Type. A ................................. _? _• -------- 245.02 Sill Basin Type B ........................................ 892.04 Temporary hock Silt Check Type-A .......... ----------- V1- 14 . 895.10 Temporary Mock Sill Check type-b ............ ------------ 116 892.01 Temporary hock Sedlmehl bawl. Type-A ._....._..: 892.02 Temporary flock Sedimeht barn Type-8 : - ? _________ Vi 20 . 897.01 flock ripe Inlet ptoleciloh --- ?'t - 22 894.01 flock Sill Screen ......................................... --=-t'- ----- V1- 24 ----- tit - 26 245.04 Stilling Basin .................................................... flock Inlet Protection: s 896.01 Type ... A U-- on -- A ) ----- ? t - 30 896.02 Type B M-'- on -• ?3 ----- Vt - J2 -- 896.03 Type C ........ C a-- on C ---- tit -,14 e? I h Ip tt?p t..ti,r?t b? tclt ............... :....... t6.. sgj P'lbet-cl]Aomi havlhd LIHA-d b.ttrh ............. lrtnnnrtl?ltlU'-• snu.u? trip tt:lp trAil slc7pp t'rdtottjntj ............. Ate, smA I 1 81:1•a.iM vt- ht -mtch...... ........... f; f E c?,?t I?t ?.?cd?t b: ;t,?toR a a a 8 bb?3 V1-1 Much. 1993 SECTION 1042 HIP HAP MATERIALS 1042-1 PLAIN IZI13 RAP. Stone for plain rip rap shall cons istof field stone or rough Lill hewn quarry stone. The stone shall be sound, tough, dense, resistant to the action of air and water, and suitable in all other respects for the purpose intended. Wliere broken concrete from demolished structures or pavement is avail- able, it may be used in place of stone provided that such use meets with the approval of the Engineer. However, the use of broken concrete which contains reinforcing steel will not be permitted. The stone or broken concrete shall be graded to meet the following requirements: 1. For Class I Rip Rap. Stone shall vary in weight from 5 to 200 pounds. At least 30 percent of, the total weight of the rip rap shall be in individual pieces weighing a minimum of 60 pounds each. Not more than 10 percent of the total weight of the rip rap may be in individual pieces weighing less than 15 pounds each. 2. For Class 2 Rip Rap. Stone shall vary in weight from 25 to 250 pounds. At least 60 percent of the total weight of the rip rap shall be in individual pieces weighing a minimum of 100 pounds each. Not more than 5 percent of the total weight of the rip rap may be in individual pieces weighing less than 50 pounds each. 691 EROSION CONTROL The Contractor shall exercise every reasonable precaution throughout the life of the project to prevent erosion and siltation. Silt fence and erosion control measures shall be installed in accordance with the plans for this project, Section 893 of the Standard Specifications, and in locations directed by the Engineer or his representative. (1) All adequate temporary erosion control measures will be installed before cleating and grubbing operations begin. (2) As construction progresses temporary and permanent erosion control devices shall be installed in a timely manner, according to any special permit requirements and/or requirements set out in G.S. 113A-57. MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY Pursuant to G. S. 113A-57(3), Provisions for a ground cover sufficient to restrain erosion must be accomplished within 30 days or 120 calendar days following completion of construction or development, whichever period is shorter, except as provided in 15A NCAC 4B .0024(e). DESIGN STANDARDS IN SENSITIVE WATERSHEDS Pursuant to G.S. 113A-57(3) provisions for a ground cover sufficient to restrain erosion must be provided for any portion of a land-disturbing activity in a HQW zone within 15 working days or 60 calendar days following completion of construction or development, whichever period is shorter. (3) All siltation and erosion control deices shall be properly maintained until no longer needed. (4) On projects performed by D.O.T. Maintenance Forces, request will promptly be made to the Division Roadside Environmental Unit for stage and permanent seeding. (5) Any removal of siltation devices will be based on the condition of established ground cover of that area the device is serving. CONSTRUCTION SEQUENCE FOR INSTALLING ROADWAY CULVERTS I. Clear only enough area and install the downstream erosion control devices as noted on erosion control plan. 2. Excavate the 2' base tail ditch. 3. Excavate and install the roadway culvert. 4. Install sediment control measures at inlet of culvert. 5. Install pipe inlet protection as noted on the erosion control plan. . ERAS 1 oN coN TR o L PLAN 517 `IG4S- GO..? T Y wv_rljt-_01WERNO -- JOKZXt DOWN 13Y: i?.M.MA+?, cTSIA 4 DISTRICT ENGINEER: 10 .3'. IAQ-7-I Fr-- -DKc s 4-Z8-9S 8x2+[2 r?OADSIL)E LNVIRONMENTAL ENGINEER: Q Bk PT G+oo Y. Zx2- 2 xZ 8x2x.Z Mort: WIPE LocAtloNs IIAY g,,,, p,. VA I7 Y V U' 'r0 G t? A DE z+zs r. NANGES IN ROADWAY IO+00 U Q Q Al -L I so' AI SNEE I _L OF i< -S- p . S + O O O ® I"ep\Acc 40' XIS' L'SQ?T.?peQ Y. 2x2 .? I 2+z s V r- SCALE loo' 12xzXz?? 12 x2x2 ROSION CONTROL PLAN 20i-oo S?, ._._ _ Ig4S SHEET OF 16 " QWV TY : lip ?? CA L _NA,?L?,? Nofik _ofz NO I oxZxL ® IOXZxZ IV O S-V A. 1-7+ l0 Pc?A:N E 2o' x % w, C Spy Type 10 xzxL 14' xLxa O ® 'SO' x Z4 CS P ?Z IZY.ZX- SSA. 14+IO, E2eplAcc O 4?" x 1o'? Csp, -ryp??3 t? . ? Izxzxz 9 to Xz xZ S}A. Io+%o SCALE 1 = 100 lo-too 1?1L 12+czxL 0 osioN CONTROL PLAN 30+00 Si?..---- 1945 8 IxL I-OLLNTY I ?S .To CA L= -7v Achy-??? ,Novi _orzvE?? No __ p tom-- O 12 x.Zx2 O >CALE 1100 SHEET3 of 16 ZS+1S XL 1?C s+A. zs }&o , Ada ® B zo' x 15" CSP, PIA:u XZXZ V-- z 4 4 IS , Re pj&c, ® lz xz?z 4 a-.. x .?B." CSP , Ty Pew I-- (3k , P T. zz +zs 10xZt7- ,OIL Z xt, 20-t00 =ROSION CONTROL PLAN 1945 ^QUNTY :I 11 fP ?rorr.? _or?vEr?_No. IOx2xz 40 -vo SHEET 4 of I _ oL • J R. 3l +3C) , R,-tP,:a 50' x Is" CSP -rye 8 • ®?2nzn2 S-VP,, 34 -F35 Replace. If SO zo'x IS" CSP, Pln:? lexi xZ • y• s•?A. 3Z? 4s, gad ? ? O 30' x IS' CSP A PIA:N IaxZn2 ® . ®412Yzx2 • I h 1. SCALE l?'- !00' 3 o-ro o ? rtosjorv CONTROL PLAN SR. : Iggs QWVrr I _ LO C? L_ _N •? ? -- ?.+?C; st; AN k?m? C1rRQ.A S4R. 4-1 +-7o IoxZxz T-1 s IzxZxz. Iox2kZ to x2 x2 SCALE /'1- /001 5??, 40 t85, RCp1ACC. 4 0' x 10" CSP, T? pc B DK 4otoo )roo SHEETS OF l en SSA, 46 +40-, Rc+A, ,A 12 AZ K2. -CS9, PIA-'A 44 X35, RePIAcc 1Iax zxZ SO' Y, I$" Csp, Type ' =110SION CONTROL PLAN SR 1945 ^oLNTr ?Ip1 1G _O[?0E_I?_NO Iz.xZxz 3. E s4 +-7o , t?dd A 2o'xIs " CsP 5X2xZ ®. ,CALE 1 !00' Igx2>:Z &0 -jr 00 SHEET ,6, OF Sxzxz r Sra. 5a+25 Add L Zoo 15" CS P+pc PIA" 12xzx? 5Otoo IOx2x2 IoxzxL S}A-1 S3+ISKe?A?N q b x cow" C SP ,Type ?IL x2xZ SSA, Sa+ Z o , RePIACe. .. _ .. ?...? 12r2X2 '+L117-yam [10 S10/`? ? A fV T _O CAL 1 Y A IH t 96fiK__01?CE? NO ? . ?. ? IoCZXz. i STa, O + 145-L- Ada • 48' 4P," csP TYPO4i3" rAST PRoN?o.? Ro4R??s R?vER `? Clgss C" I 'CA L E I"= 100 a a .c ©00 D ti 70too SHEET' .-7 of I r $ X 1 x 2 8 x zx S-TA.. 61-t'15 RgkA cz `fo' 18" csp -rypr-" ROS1 orv CONTROL PLAN i°xzx? ®X g0'`QO 3 SR.._ __l9?fs ;,g? SHEE S OF 16 Repl?cc 5-M. '79+15 ^QU_? 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Q Ito- x a, FCALE l"= /00' ? 2,p +Do SHEET-12, OF --It, Rove ?y r4 Sxzx-z v 1 KK STA• im +5o R?.?Airl 11 25' 151' CoOca'Llr- l i II JJ STq. 11646S Add i l ?l " „I11 a ? CSQ ' 30' l5 l0uiuz- s 4 11000 EROSION CONTROL PLAN SR.._i9_4s co UN T'Y r1t Ikti5 L-0 CA L- NA EhRiSb-Aw No?E eh, Rd . wot??? _oltgEr?_No IDzzx2 IDx1 x Z. ??ot.oo SHEET 13 of ' IOxzxz to xzx:L IO x 00 s?4. iu+?? R?PI?.? 030 50,1 C-5 p IOx?xZ ' 3cs;a . . N nI ? ioxzx2 ' STA. IM+IS REp1Act. . 4o' 10." c.SP 1 1 CALF 1?'= 100 . ll(JS1UN' (.UIY rl(UL rc-f?rv X17 19.5 1 rY W,'IkEs 0 CA L-7411 oh s iaN k{oME c?,, Rd._ SS 1?O 4-O?O 01 650 SHEET 14 OF l ? o STa' l3ti 41.E add 1 20? 15" cs P Plw44 IDkXx2- IOx?X Z ?R STA. 13G+05 add ?ni°9F 30' IS'? CS P P1?a?N IOx2X2 © QQ 000 I Ox'XxZ ' S 1 A• ,, n 8x?xz I?1(1Y3- '_ loXiKti i , 1 x?x1. IDA a-x 2 Io • 57Fi. 131 ? 35 Add T r 30` IS " CsP Y141? P 11 ;C;ALE !100 Ioxzx1 . cm C:: loxax?- 130 > oo ID%^A.X?- EROSION. CONTROL PLAN co. ? r r I?; ik>=? 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