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Home My WebLink About19930300 Ver 1_Complete File_19930706State of North Carolina Department of Environment, Health and Natural Resources 4 Division of Environmental Management James B. Hunt, Jr., Governor ® n n f E1 Jonathan. B. Howes, , Secretary tr?1J !J "?'! A. Preston Howard, Jr., P.E., Director July 6, 1993 Mr. Roger Cates District Engineer NC DOT Post Office Box 1460 Boone, N.C. 28607 Dear Mr. Cates: Subject: Proposed fill in Wetlands or Waters Road improvement, SR 1244 Watauga County DEM Project # 93300 Upon review of your request for 401 Water Quality Certification to place fill material in 0.01 acres of wetlands or waters which are tributary to Beaverdam Creek for road improvement located at SR 1244 in Watauga County as described in your submittal dated 7 April 1993, we have determined that the proposed fill can be covered by General Water Quality Certification No. 2732 issued January 21, 1992. A copy of the General Certification is attached. This Certification may be used in qualifying for coverage under Corps of Engineers' Nationwide Permit No. 14. If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this Certification. This request must be in the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such demands are made, this Certification shall be final and binding. If you have any questions, please contact John Dorney at 919-733-1786. Sincerely, r? Preston Howard, Jr P E. 93300.Itr Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Winston-Salem DEM Regional Office Mr. John Dorney Central Files 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/ 1 0% post-consumor paper `?A... SfA1[ STATF ()F NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT. la. DIVISION OF I IIGI IWAYS GOVERNOR P.O. Box 1460 Boone, N.C. 28607 April 7, 1993 Mr. Steve Chapin U.S. Army Corps of Engineers Regulatory Field Office Room 75, Grove Arcade Bui.lding 37 Battery Park Avenue Asheville, N.C. 28801 Dear Mr. Chapin: 4 APR I 4 1993 N f I0N SAM I W N I SwitrIARY The Department of T?ansportati.on is scheduled to grade, drain, base, and pave along the existing roadway of SR 1244 Jerry Cook Road in Watauga County during the 1992 - 1993 Fiscal Year. As part of this project, a pipe carrying a stream will be replaced in the same location. The roadway follows some unnamed tributaries to Beaverdam Creek. Therefore, we are requesting a 404 Nationwide Permit for this project. I Am sending a joint- application form, a roadway typical section, a straight lifie sketch with the proposed erosion control, notes on pipe installation, general notes on erosion control, some erosion control standards, plan drawings and cross sections for proposed encroachments in trout water buffer zone, slope protection calculations for a stream from Sta 0+25 to Sta 4+00, an(] a marked county map. By copy of this letter, I am requesting Mr. Joseph H. Z., Mickey, Jr., N.C. Wildlife Resources Commission District Fisheries Biologist to comment directly to you concerning the 1 404 Nationwide Permit request. A request will be mide for a Temporary Encroachment in the Trout Water Buffer Z(1ne of the unnamed tributaries of Beaverdam Creek for this project. I am asking Mr. Mickey to comment directly to me concerning the Trout Water Buffer Zone 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. Page 2 Mr. Steve Chapin SR 1244 Jerry Cook Road April 7, 1993 We would like to be,ain construction as soon as possible. If further information i,- required, please let me know. Your early review and consideration will be greatly appreciated. Yours truly, 1. C C Roger Cates, P.E. District Engineer RC:JMB Enclosure cc: Mr. Doug Miller, P.F., Regional Engineer, DEHNR Mr. Joseph H. Mickey. Jr., District 7 Fisheries Biologist Mr. Eric Galamb, Wator Quality Certification Unit, DEM Mr. W.E. Hoke, P.E., Division 11 Enai.neer Mr. Neil Trivettei Area Roadside Environmental Engineer Mr: Martin Bolick, County Maintenance Engineer DEM IDs / 3 00 ACTION ID: _ NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT #): JOINT APPLICATION FORM FOR NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION WILMINGTON DISTRICT ENGINEER CORPS OF ENGINEERS DEPARTMENT OF THE ARMY P.O. BOX 1890 WILMINGTON, NC 28402-1890 ATTNt CESAW-CO-E Telephone (919) 251-4511 WATER QUALITY PLANNING DIVISION OF ENVIRONMENTAL MANAGEMENT NC DEPARTMENT OF ENVIRONMENT, _„?--°°?-" ;1I AND NATURAL RESOURCES I r-°1 L 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 CO ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. 1. OWNERS NAME i _ A). C . L)Lz?1,g/,27I),e 1UT cr 71e.4 ,C PMTATI G 2. OWNERS ADDRESSs 3. OWNERS PHONE NUMBER (HOME,): (WORK): 704- 245- 5386 4. IF APPLICABLE! AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBERi of 0 OS 64 (74 7--CS ?o epx /4Co AOD.vE.._ Alc 2,?601 ?O:f- LE- .5306 5. LOCATION OF PLANNED WORK ATTACH MAP COUNTY: Wil 74 U6 A NEAREST TOWN OR CITY: 6CT14 L SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): -5/R 12-44 j =Ray '00K /1 /-) 6. NAME OF CLOSEST STREAM/RIVER: _/?6AUE/zUA/n c'n1 1--- ek 7. RIVER BASINS 14) ig Th UGA 1?2 oc 8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW, WS I, OR WS II? YES [X) NO ( ] 9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES [ ] NO (?!J IF YES, EXPLAIN. 10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, LOCATED ON PROJECT SITE I __ O, Q 1 A C R C?S t'W Cliff;.. 3/30/92 -2- 4 11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY THE PROPOSED PROJECTS FILLED: DRAINED: O. FLOODED! EXCAVATED: _ TOTAL IMPACTED: 12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS) ?`Ll?CE ?f?E ?'pRQyfA)c A t! E S?.T?'?;?? ?? T? 13. PURPOSE OF PROPOSED WORK: __-TLC i; 14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE CARRIED OUT fN WETLANDS: ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS. 771E 0/ ,4;r IVII-Z 'a6.? .?E rPDSID I ;l/T2_D/ F?1_?-U/lES _S,If??Jn? ?.V 7;?fE ?lL?/V _ Sf{OG/L/> 1S. 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 TFIE PERMIT AREA TIIAT MAY BE AFFECTED BY THE PROPOSED PROJECT. HAVE YOU DONE SO? YES ( ) NO C<) 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 ()C) 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 AVAILABLEo 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 MANAdEMFNT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH COPY. E. WHAT I$ LAND USE OF SURROUNDING PROPERTY? aI&Nr7,#G f AwlCL1L7-ux - F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? Alta OWNER S SIGNATURE DATE 011 DEM ID: v ACTION ID: NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT 1): JOINT APPLICATION FORM FOR HATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS NATIONWIDE PERMITS THAT REQUIRES SECTION 401 CERTIFICATION CONCURRENCE NATIONWIDE PERMITS THAT REQUIRE I11DIVIDUAL SECTION 401 CERTIFICATION S41LHINGTON DISTRICT ENGINEER CORPS OF ENGINEERS DEPARTMENT OF THE ARMY P.O. BOX 1890 WILMINGTON, NC 28402-1890 ATTNt CESAW-CO-E Telephone (919) 251-4511 WATER QUALITY PLANNING DIVISION OF ENVIRONMENTAL MANAGEMENT NC DEPARTMENT OF ENVIRONMEtiT-,--HEALTH v AND NATURAL RESOURCE n I? u t i) 7 it P.O. BOX 29535 U L1 RALEIGH, NC 27626-0535 ATTN: HR. JOHN DORNEY Telephone (919) 733-508 VVETU;(dDS GRGU ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THEE F??IAaTY SE I' CT??;d ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. 1. OWNERS NAHE_ - N.C. Or-A1)2TMc1UT dr TIOWSPOI TAT/Gl 2. OWNERS ADDRESS: PO (?Q X / -f (PC) /3d8Ne1, A) C 2 FY,n "7 3. OW14ERS PHONE NUMBER (HOME): (WORK) : 704 - 2 45-- S 3 SG 4. IF APPLICABLE! AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: _ 406 E2 CA TES , pF. . ?o Aax /4Co A00 NE : Luc 20-627 ,704- -Z6 g .530 0 5. LOCATION OF PLANNED WORK (ATTACH HAP). COUNTY: 1ytq 7 t16:A t NEAREST TOWN OR CITY: 6e7-H E'L SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): 5R 1244 JERIZy cook RDzii2 6. NAME OF CLOSEST STREAM/RIVER: - /?EAUEIWa M (' 12r--: r K 7. RIVER BASIN: _ GUAInNGA 12/1) 8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW, WS I, OR WS II? YES [X) NO [ ) 9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES J NO [;:J IF YES, EXPLAIN. 10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, LOCATED ON PROJECT SITE: 0, 0 1 f) cizr--s 3/30/92 • 4 J Q h J 4 F F- I? t? 0 1 i. I r z ?I mi z O 1 V ?U W u N F- CL? + RAUH (:111tyLtri{L[?EfLIlK1MF2?l?Si?'12ttu?SkSglrtlilc? ?ttaeivt? Allu Sit IRMATIdl WhitUL RMI t~ttdibct . to , 7S . a 3 4S MAD s/.e 1,24 "try FRFXAREU by 0 o'?- nr?pttovbi Coiill y ?Iltenn?lce Eng?tleer fjtr c tq leer b1?mE ? - ? - ? ? .I off 9 Rlly I:o". plig neAr Symbol ?t?,,•' ::tptt}?n i fie' it?:,?'Ijf'?`' ` otttpetaly Silt bitch ? ':? H biver?loti ,liy'{? t.? ' 111.1N.1:.t1/Nf1•+•ff.?N•1 ?1. 7b ?t:}+ ?e?,tl1 ?;' k??•`fieritpt?raty Sill f=ence - •? v;t• .??,? 1a.•.:..:11.:f(...•... err-t?t-' ;;: 8gd•b5 .;'fierrlpc?rrl?ty Slope brain with earth 13ertn +---- ?Dl TYPO (111N111111111N111111.11{111111 .? .?) ?llt basin Typa S .. ....... ... ?.f' ? !,? , ',?;rJi .i. .:ff:aflf.l. :f. a:a:1f-•la....: ;i`tehilbotery pock Slit check type-A j111 HH??1?V '.?t??s ertiporery bock Sill Check type--13 , Of `` ottlpdrety hot;k Sediment bnm Type-A .... Iifettlabttlty pock Sediment barn type-b j1..;; 091.61 66614 Plpe Inlet protection typo-A ? ;. afa...fl.aa btick pipe Inlet Nolection Typo-11 c ' 094.61 "N, boek Silt Screen ;?, t .:•..lal(a. a :.taf:.a:a.la N ..f(l..fla....... 945.04 Stillino basin ,f._...f....... 111--1??''1-/111 •a1•l:alflflfl•a:1.•.l(•ila i book Inlet protection: s I? 898.01 ?1 A a. ?r 1 typo A l..•...: 1.•?.•.•.. i.•••?•••l.f. ? an A F' h ': 090f?? i' t type 1........:sl...... •.:.u.l/a:f. C3 •: ?p :, {• ..i typo ...... t ?`t 1><gi bitolh Liner { 1 butiet l;n 6 0 P1pe 6rKy bisipator 000 .? o c? ® U {; n?0 kip gap pipe outlet or Inlet stabilizatiori D , MAR I 4---- c.m. P. alt) o Extend -r i ?-P rev- Goh k 5zd 19 44 i,/Ro r-f SC All 1-1 30' r m P. rxis'l a i i W I \. i - ----9-_to o _ -3__ coo-- -. : L-Lo_U I CIO 1 Exist 25 r I 1 f=?isfi n5 -? d 15"GM P Is ?x%sfin9 , I _ 7100 a 'L c^ I I it ?1 1 V a4? C M,P 9 PerInc.e u c U r V r •o I , - ' J i I b 1 ?I PIPE INSTALLATION 1. Install erosion control devices. In streams, where necessary, rock silt screens will be used. 2. Remove material and existing pipe while limiting, as much as possible, material and sediment from entering a stream and/or escaping from project. 3. Prepare pipe foundation while again taking care to limit, as much as possible, material and sediment from entering a stream and/or escaping from project. Where possible, new grade will be below existing stream bed. If needed, bedding material will be clean stone. 4. Place the new pipe and compact backfill. 5. Install slope protection on outlet and inlet ends of pipe. Also complete installation of erosion control measures and perform maintenance as needed on existing measures. 6. Establish permanent vegetation as soon as possible. GENERAL NOTES ON EROSION CONTROL Silt Basin Type B's will he constructed to the dimension of six feet by three feet by three feet finless otherwise noted on the plans. Where slope protection tr-atment is required, Section 868 and Section 1042 of the 1990 :,tandard Specifications for Roads and Structures will be followed. Any material obtained from the project must be clean before being placed. Generally, the order of installation of the erosion control measures will be as follows: Temporary Silt Rasins shall be installed before clearing and grabbing begins. Silt Fences and Temporary Silt Ditches shall be installed after clearing and before grading. Temporary Stone Ditch Checl.-- shall be installed as soon as ditchline is established. Pipe Outlet and Inlet Prote(-tiori will be done as soon as the pip- is installed. Seeding and other permanent erc,ion control measures are to be implemented as soon as practical. o ? z F ti? 1'N Z U °. llJ F- ? O w L J ck: o O Q -' w ti a c F N U1 O r I C4 L Q r, - o a ? 0 a Q ?f 3 V J I C) 0 ocr Z Z -aa o. v o ?w o cn w > p o Ln D W cr ~ > . n cm -- O 7 Q 14 March, 1992 ma zi 'U III= z =.-III dx E j III= ?z _III caW W .t I F ?' -- W z LL -------A- z c) x In a '?1; ' O F z 1- . W wa ?? ? I- w M [ wr F w? t C4 TI w ? F ° N D lll A V III. ? ? ? ,? A Z il I a W Q _.. I I I a? Q -r; T J ' a J l I l n F Q' IiI c, C, as n ? g v a .a .. t:. u III 7 O sxz F A., U ? . ? occ: 1? ? ? ? ¢ w wCaOa - U F' iv ? x w z I- ° r - 'a ? z ? cc F wr - Cit. ??, w z-: ° a O.r R! a Im _w CC a F x ? to F- n OW w .a c? w ?, Q ll i? W fV Rl ¢ O win W x-- t Z O z i- n w x z .s n ww x ZS M= q .? ' ? F' Q z- az In =.?F xzwt 3-a a? a,aF --3Wr i I- a n ;n wx 'twa°a. m? Uxxxx L- to z Cf) W FdF_. W F AW W .3 Q? F -3 S Q?ix 4$Q? WAW M 770 0 V)xZ aZAgtl.ZSF W to EM o 0 m WAr]Vw W.-7F tna_ Z(_- wxW Z Rz O r a o zmw O??tD4..c)FWFC7V CL. 0p .a as z Z U. 0. z ow ocLA xa U) E ?, F? > w m p _ oa 7. 18 March,1992 al OIL ?%IN IIIII ? 111111 = a IIIII IIII 4 = s = l Allw - 111111 ,- ,? IIIII Z .) ,I IIIIII o r IN IIIII m U"' _ z ?xx n o _ IIIII ? II > J 08 o ? ? N II I w U) 1.i; w ?Ox IIIII IIIII LL ?:. o IIIII - z IIIII IIIII 11111111111= U) IIIII 11111 b ~ 11111 ? 11111 F 111111 ? V, CL III11 ? z I 05 O 0 Gail ? 24 March,1992 a 95 .v. - <r L) m O H a w z Jix -J ¢ ?07 OJ¢ ?- I -- z C3 3 U)O=OZ Z o _w • (r(nUOO w t- ?- -- • W a i > m ) co z o w U , z ozxcr_o JUQF--LOM. . _ o UJ J _ dW =O• QwaC. O ¢ ?- U)-03 U(DM U,. Ct -.tL. w 1 w wo ocr ztxcnu.aw(n co w - - - OW(f) ztn wt-- ao?-O< N ?- ? i ? w ? F-cn?J•-+??-J O oUaz(ou S w z u.-aZ:). u ° o ---? J J F- 7 o to v, z U a:- -Ir O 1 - U m O CI) wq a O w U1 a m S v °c > w u : z ° lll ?, - O Fe LL w o J CC O Ow w o w ?- Il ? ll1 Q U ) m m , L-- LI] Q 11.0= - °o p E-A d ? ?- a F z z - -?? O O O 7 w w u J F- u LLJ Z U w ¢ O - -t = z _.._ V1O U) - O ? °_ tj , ? U) ,ih o a o? l; ow ¢a <E O i11 il? o0 ¢ cn 'l, ] _ I a o W LJ O_a i lIl I ll pow - _ - V C' - x w A E ? p ? - - r n • • clm °la 28 March, 1992 l .7 w w A E- a o ? oz r nd x zz ?. v,aE.w° t- a w m W4 Nz t-? x a z c V) w W-iQ x C) owo-Wmww,Ewwi WV- [4 lu 4 wo 'a.xNz°?o axu No ° ?Q a ?.c ., .:Cu o a o: .. a a m W W a xao.zWat,z wHFZwtow ::) zUz Qxxcn°?wz .. wwzt- R1d W?NO pW,Ow<x ? ?a ^8www HQa ?Z uF- t-? azzzrwnaow -z c,r,xw O w ? o Ut-?. xooo xt-o z gamut-u wwc? acs tot- w a J CL F- o J z UD o F- F- 1 1 1 1 1 1 r 1 1 r I `//J ? Q O z z Q D O IL CC O J a Q z J O a f- ow Uz 0 Z cn w O w cn 3 \ O J LL W x Q. z a IL LU N r r z i Y Q Q O U LLJ ??CJ „n t Q co W CL F-- O F- U W t- .r. O zv 0- z W ` -i Z CLL:% IL OOC W? Q' E- A U Ir 0 m Q 0 z <r- U) a 0 z a 36 March,1992 w W 4N O ° F 1 B Z `' xw z °zEna mz°zHai.0 E°-haaw nH0 W 0 -C -4 Cn zwV CL w zfn: a?Q: Q Maw ?W.-3 tr) W?4.CLC12 FO-3Z. F-IW'G ao4dZ VOA 0Z0OZ f?tu CLOwZ WF f- z b ZOMUp- m?F')W0m00 ?j 5?o+0aas v)"-3 F+a°-? W F- I- V) .4 z U OWWO=Oo`aV)xt-OaO xf"'w a? O w 1•Yl )o ? O LL P W X z a r- i, b N z O 2 Z r ice. h i ? ? U ?= lU ID t?dis ? ? 0 n?L U O? C:h f;0 n z LLJ W U U) 1--1 0.14 xz U x-_ oo? O t,. 0 ? O w? [-[ ca Q E" Q (f) o I- lol E n 38 March,1992 ?F?11 {i!1? PIPE OUI'I,t;•r Ervrttcv DIsIPA-11-0111: 00 000 0000 A pipe outlet energy disipator shall be used at pipe outlets to slow the water velocities when it exits the pipe and flows out ditched or natural waterways. It is an apron of stone of a sufficient thickness to protect the outlet area from scouring out and causing off-site sedimentation daln- age. Pipe outlet energy disipators should be built according to the guideline chart shown on page 52 of this manual. AREAS O USE.: • Outlets of pipes and culverts to prevent from scouring. DESIGN CRITERIA: In accordance with chart on page 52. Filter fabric, or six inch layer of gravel, shall be used under stone. MATERIALS: Filter Fabric shall meet requirements of section 1056 of Standard Specifications for Pipe Outlet to Flat Area- No Woll-dellned Channel A W Pidd L? Where: L = length of apron (ft) W = width of apron (fl) D = thickness of stone (in) S = class of stone uiri ati?ap` ?b k Section AA err ratiac or Gracrt t lyer L- ASectrion D Fillet rahiic or Gravel1. yer 46a June, 1992 Pipe Outlet to Well-defined Channel i A l . IJ f t I f- f --r ! 1 L_1 i ? ,_ Lt I , A - : I ! _ ? 4! I ? - j - I } IC } { ( I _-T Y hill - I 1 A : [11 0 1- T -T . - -, ; - .? f , !1 11 f_ j: : - - I r><is i rap I 'i i { I i I . I? i! ,1 !I t ?(?A11t i I l 1 ? I i ( I i ! f _i t1.1 I I?l; fl tli 1 fit 1 ; I? I 1 Wit" 1 I ' ? iit!i 11 i II il' 10111w WIN t r t I I i , t 1! i' __; ' I I _ j! j ' ' i. „ i WIN IT, TINT 11t1!'I '` 11. : f- ? Ah-` ' M H i ; t+ ! f ' { lil + HIM I ' 1 I ,I i {I?ill;l h 'ii I? li iili;('11, i i ,.. i I ? i I I '? ! ZB' 1 r ,, 1 j., I 11,1',rlj li i 1 rSZp i j f 1 ? I- . .i ( i ?! ? •L O I U t I 1 , _ , - t t-T . 1 Z - r----- rL. ? ! - ? :W . '3 1 0 1 .. t _ { _, it• y f 1 71-2, C' 5? L; ? } 1 } l 1 , 4 , A_ i 1 1 } r f ? + ? ? t ! _ . . I T , T V , , i I I ? ? 1 ? 1 i } j (? , I I i ( ? { Or i O 1-!" 1 t A t -1 1 { t L LL 1 1 _ , ?? i I - I 1 i 1 - I ( , ' 1 I 1 - { I - (J It _1'11 -? I - , 1 JfJ f l , : 1 1 I , 1 { I I 1 I -j - , 1 ? Ij 1 7tr r?tic? ; ' f I 1 . 1 1 :LI Z y 17 ,? 1 I . Awl AZT ! 1 I 1 . ,r I ; Ed- iL if r ' i I? • 1I , I ? I .i j ! 1 1- ' I + i I I I I ? I I ! { t ! 1 t I r - - { + i }- 1 - Imo,>I (z ' ! t ?7 TT T- f I Ir r t . _ I - ,- 1 I I ? I 1 It T I! I6; ? i I 1 I I I _; ; I I? I I ? I I 1 3' IF IV t _ - - ! I y O I ! ! i J , 1 . 1 1 I !!I } I I I , f -1 A l . b y 1 1 ? , r r-" I I 1 , y ' , . J IT, j i g r i cur! b l ? I I ? 1 I;i I I; f l I 1 t i!1 r ! it ?( !(' ?I , i I II?IIT' ? I I ! I ,t?o i l, i ; I !r ? I III :' 1 ' ''+ !1! Iil? I i 1 i 1 I I ! ! ! ( I , I ' , i ? ,!r{11 f 1 tl;! ! . ' ! '11;!111 I? i{ ?rrJ r?i .o.?, I I {( 1. I I ? I V ( I I j f. , 1_ i I l r t { I 1 I f ( II!II i I I ? i' I ; 'if fill I ; ~ i1 }4 i "-1!!I{Ij?? '?f III ; I ' f r?y r 1!', 1 i ; i I;!I{ 4 Ii1 i ; , I I ? 1 1 1 i ? 71 i J!! I. 1? I : I 1 I i I ? 1 I i t j 1 I i ! i 1 1 I ?' i, l' l 1 I it f I t i II I' 1, TT- I? ' I1 ilil 1 i '?j i?lj 't?l..i?t?. li 1}11,1 ? 1• I , i?lrli; illy' !-II I.I I 1 I I -. 1., , I.} 1 l i l l i ? I I I l l I 11 rl 11 i+_II r l I t I i i ? I I? i i l- I i 1 1 I I 'l. 1 ! r i{ i 1. ! I 'III i_{I{i+i.i1` ?1til I Ii Li i , 1 { I 1 ? T ' ' ; it I?I ; I I I I I I 1_ I l. I. Itt f„?h 1( I ? ? i I..? i ' i i ?? I ; Ig aw°i f,? it ! 'II i I I ? ? III I I I t i zllo 1 1.. 1_ aL . l t 1 i I L j j +. ttij__ d; I I I ' i 1 } ZS??}t3 ? I I. I f. T t ;?ff j .; 1I.j I L III ? i 'I I I I 1. _ _ f t_ t i I tI?,? L;I•illli- •fj( I;I; II;_ I ' STATE OF NORTH CAROLINA SUBJECT 010 CAMtkIl T /QAlf_ PROJECT -56f 12 44 DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS - /-?Ofl7-4«r COUNTY HIGHWAY BUILDING PREPARED BY DATE STATION P. O. BOX 25201 RALEIGH. NORTH CAROLINA 27811 CHECKED BY DATr_ STR NO SHEET_ OF_ 11 . QO6 600 , S I _ I 2?_ ?k?or>?2 l f/y?ie.LQG C (CON 3f? om aa,-- 0__ (155 cis 1 lSS c S 1ci I , t I 312 j A) ; oco ooh Sr-_ 0 13 1 --_ , 19` Ek'oM-4C_200, C1="S, X 21 s' ;spy _ .s 0)Q t i ?. _ r t_ I-- - - EL, 7! N - -?-- 2 2 --1- -? Y uXi - ?l - - 1 -'--Y--f - --t---i _---i--i-_ 1 J .- {-- i j.7 6 ? I oQ FF.?2 ti?? . L G E 111t /o nl ?i ?II II ( ?_l i. SR 1244 Jerry Cook Road Sta O+25 CROSS SECTION SECTION SHOT 1 ELEVATION 5 DISTANCE 38 (:ROSS SECTION SECTION SHOT 2 ELEVATION 2.6 DISTANCE 29 CROSS SECTION SECTION SHOT 3 ELEVATION --1.4 DISTANCE 25 CROSS SECTION SECTION SHOT 4 ELEVATION --3.4 OISTot,ICE 23 CROSS SECTION SECTION SHOT 5 ELEVATION -3.4 DISTANCE 21 CROSS SECTION SECTION SHOT 6 ELEVATION -3 DISTANCE 18 CROSS SECTION SECTION SHOT 7 ELEVATION 0 DISTANCE 13 CROSS SECTION SECTION SHOT 8 ELEVATION 0 DISTANCE 0 SR 1244 Jerry Cook Road O La 0-+-25 THE ASSUMED WATER ELEVATION (EXInf ING CENTFPl "I = 0) IS -1.5 THE 1st INTERSECTION OF WATER IS AT A DISTAH I "F 24.9 FEET THE 2nd INTERSECTION OF WATER IS AT A DISTAHfI -F 15.5 FEET THE COMPUTED WATER AREA IS 12.53 SQ. FT. THE WETTED PERIMETER IS 10.62901 FEET THE HYDRAULIC RADIUS = AREA OF WKIER / WETTFh IRIMETER 12.58 / (.0.62903 1.183551 R = ( 1 .49/n ) X A X ( R-( 2/3 ) ) X ( '( 1/2 ) ) 9 = FLOW IN CUBIC FEET PER SECON11 n = CHANNEL ROUGHNESS COEFFICIENI (AVERAGE i? 0.045) A = CROSS SECTIONAL AREA OF WATEP, SQUARE FFfl R = HYDRAULIC RADIUS = A/WETTED PFRIMETER, F I I l S = STREAM SLOPE, FEET PER FEET n = .055 6 = 12.58 SQUARE FEET R = 1.183551 FEET = .11 FEET PER FEET THE COMPUTED 0 = 126.4713 CUBI( FEET PER ` I , "I II) SR 1244 JERRY COOK ROAD STA 1+00 CROSS SECTION SECTION SHOT 1 ELEVATION 3 DISTANCE 46 CROSS SECTION SECTION SHOT 2 ELEVATION -1 DISTANCE 39 CROSS SECTION SECTION SHOT 3 ELEVATION -1.6 DISTANCE 32 CROSS SECTION SECTION SHOT 4 ELEVATION -3.7 DISTANCE 28 CROSS SECTION SECTION SHOT 5 ELEVATION -3.7 DISTANCE 26 CROSS SECTION SECTION SHOT 6 ELEVATION -3 DISTANCE 25 CROSS SECTION SECTION SHOT 7 ELEVATION -2.8 DISTANCE 22 CROSS SECTION SECTION SHOT 8 ELEVATION -1.2 DISTANCE 2.1 CROSS SECTION SECTION SHOT 9 ELEVATION -.2 DISTANCE 16 CROSS SECTION SECTION SHOT 10 ELEVATION 0 DISTANCE 0 SR 1244 JERRY COOK ROAD STA 1-+00 THE ASSUMED WATER ELEVATION (EXISTING CENTERI I I f = 0) IS -2 THE 1st INTERSECTION OF WATER IS OF A DISTAH(I OF 31.2381 FEET THE 2nd INTERSECTION OF WATER IS AT A DISTAH(I " 21.5 FEET THE COMPUTED WATER AREA IS 10.40'39 SO. FT THE WETTED PERIMETER IS 10.8279`' FEET THE STREAM SLOPE IS .1142857 THE HYDRAULIC RADIUS = AREA OF WATER / WETIFP PERIMETER = 10.40239 10.82793 = .960699 Q= (1.49/n) X A X (R-(2/3)) X (n (1/2)) 0 = FLOW IN CUBIC FEET PER SECOND n = CHANNEL ROUGHNESS COEFFICIENT (AVERAGE n 0.045) A = CROSS SECTIONAL AREA OF WATEP, SQUARE FFrI R = HYDRAULIC RADIUS = A/WETTED PERIMETER, Frrl S = STREAM SLOPE, FEET PER FEET n = .055 A = 10.40239 SQUARE FEET R = .960699 FEET S = .1142857 FEET PER FEET THE COMPUTED Q = 92.75644 CUBI( FEET PER W -Hil SR 1244 JERRY COOK ROAD CTA 1+50 (:ROSS SECTION SECTION SHOT 1 1LEVATION 3 DISTANCE 34 CROSS SECTION SECTION SHOT 2 ELEVATION -3.3 DISTANCE 25 (:ROSS SECTION SECTION SHOT 3 ELEVATION -3.3 DISTANCE 20 CROSS SECTION SECTION SHOT 4 ELEVATION -1.6 ()ISTANCE 19 CROSS SECTION SECTION SHOT 5 ELEVATION -.3 DISTANCE 16 (ROSS SECTION SECTION SHOT 6 ELEVATION 0 DISTANCE 0 SR 1244 JERRY COOK ROAD STA 1+50 THE ASSUMED WATER ELEVATION (EXI<- KING CENTEPI I i If = 0) IS -1.5 THE 1st INTERSECTION OF WATER IS 6T A DISTOH( I (if- 27.57143 FEET THE 2nd INTERSECTION OF WATER IS r)T A DIST011f I i)f. 18.4 FEET THE COMPUTED WATER AREA IS 12 .45,128 SQ. Fl. -11AE WETTED PERIMETER IS 10.6124:' FEET THE HYDRAULIC RADIUS = AREA OF WA 1 ER / WET1 f=1) I PIMETER = 12.45428 10.612,1.11 = 1.173557 0= (I.49/n) X A X (R-(2/3)) X (5 (1/2)) Q = FLOW IN CUBIC FEET PER SECOND Ti = CHANNEL ROUGHNESS COEFFICIENT (AVERAGE n -).045) A = CROSS SECTIONAL AREA OF WATEP, SQUARE F'Fr'I R= HYDRAULIC RADIUS = A/WETTED FT RIMETER . l f f 1 S = STREAM SLOPE, FEET PER FEET Ti = .055 A = 12.45428 SQUARE FEET R = 1.173557 FEET .1142857 FEET PER FEET THE COMPUTED 0 = 126.9037 CUBIC FEET PER `>1 , ( 0I SR 1244 JERRY COOK ROAD STA 2+00 CROSS SECTION SECTION SHOT 1 ELEVATION 5 DISTANCE 28 CROSS SECTION SECTION SHOT 2 ELEVATION -2.9 DISTANCE 19 CROSS SECTION SECTION SHOT 3 ELEVATION -3 DISTANCE 16 CROSS SECTION SECTION SHOT 4 ELEVATION -3.6 DISTANCE 14 CROSS SECTION SECTION SHOT 5 ELEVATION -3.6 DISTANCE 11 CROSS SECTION SECTION SHOT 6 ELE=VATION O DISTANCE 11 CROSS SECTION SECTION SHOT 7 ELEVATION 0 DISTANCE 0 SR 1244 JERRY COOK ROAD STA 2+00 THE ASSUMED WATER ELEVATION ( EXI`• I ING CEII IF!""I I 1 n - 0 ) IS -1 .5 THE 1st INTERSECTION OF WATER IS OF A DIS1611!I- (,1 20.59494 FEET THE 2nd INTERSECTION OF WATER IS OT A DISTANT I (iF' 11 FEET" THE COMPUTED WATER AREA IS 12.21(-,46 S0. 171_ THE WETTED PERIMETER IS 10.8739' FEET THE STREAM SLOPE IS .1142857 THE HYDRAULIC RADIUS = AREA OF WATER / Will IFI, I'f PIMETER = 12.21646 10.873'_l:' = 1.123464 Q=( 1.49/n) X A X (R-(2/3)) X (1=1 ( 1/2)') Q = FLOW IN CUBIC FEET PER SECONT) n = CHANNEL ROUGHNESS COEFFICIENT (AVERAGF. i? -. 045 ) A _ CROSS SECTIONAL AREA OF WATEF' . SQUARE f FF I R = HYDRAULIC RADIUS = A/WETTED F'1-RIMETER, FF I I S = STREAM SLOPE, FEET PER FEET n = .055 A == 12.21646 SQUARE FEET R = 1.123464 FEET S = .1142857 FEET PER FEET THE COMPUTED 0 = 120.9124 CUBIC FEET F FR Sf I (,I 11 SR 1244 JERRY COOK ROAD 2+50 CROSS SECTION SECTION SHOT 1 ELEVATION 5 DISTANCE 25 CROSS SECTION SECTION SHOT 2 ELEVATION -4.1 DISTANCE 18 CROSS SECTION SECTION SHOT 3 ELEVATION -4.1 DISTANCE 15 CROSS SECTION SECTION SHOT 4 ELEVATION -.3 DISTANCE 11 CROSS SECTION SECTION SHOT 5 ELEVATION 0 DISTANCE 0 SR 1244 JERRY COOK ROAD 2_+50 THE ASSUMED WATER ELEVATION ( EXIS I ING (:El I If"RI I I If = 0 ) IS -2 THE 1st INTERSECTION OF WATER IS 6r A DI I rill( I II" 19.61S:39 FEET "(HE 2nd INTERSECTION OF WATER IS ()T A DI Irlfl?. f (1I 12.78947 FEET THE COMPUTED WATER AREA IS 10.3,t,'21 SC). f" l . THE WETTED PERIMETER IS 8.69843:' FEET THE HYDRAULIC RADIUS = AREA OF W( I ER / WF I I EI:) 11 PtMETER = 10.31721 8.6904'2 = 1.1861 0- (1.49/n) X A X (R-(2/3)) X (S (1/2)) 0 = FLOW IN CUBIC FEET PER SECONC, n = CHANNEL ROUGHNESS COEFFICIEN-f (AVER0(, r? - .x)45 ) A = CROSS SECTIONAL AREA OF WATEP, SQUARE- 171-::f: l R= HYDRAULIC RADIUS = A/WETTED PF RIMETER . F111 S = STREAM SLOPE, FEET PER FEET T1 = .055 A = 10.31721 SQUARE FEET R = 1.1861 FEET S = .1142857 FEET PER FEET THE COMPUTED 0 = 105 .8756 CUBIt:' FEET P FR `& ( f 11 11 SR 1244 JERRY COOK ROAD STA 3-x00 CROSS SECTION SECTION SHOT 1 ELEVATION 2 DISTANCE 26 CROSS SECTION SECTION SHOT 2 ELEVATION -4.5 DISTANCE 20 CROSS SECTION SECTION SHOT 3 ELEVATION -4.5 DISTANCE 17 CROSS SECTION SECTION SHOT 4 ELEVATION -4 DISTANCE 15 CROSS SECTION SECTION SHOT 5 ELEVATION 0 DISTANCE 11 CROSS SECTION SECTION SHOT 6 ELEVATION 0 DISTANCE 0 SR 1244 JERRY COOP: ROAD STA 3+00 THE ASSUMED WATER ELEVATION (EX 1l7? 1 ING IF I I I FPI 1111 = 0) IS -3 'THE 1st INTERSECTION THE 2nd INTERSECTION THE COMPUTED WATER Al THE WETTED PERIMETER THE HYDRAULIC RADIUS OF WATER 6T A L? 1 ". toil! I (,f_ 21.38462 FEEL OF WATER ) AT A [? 1 TA1lr~l r,f.. 14 FEET REA IS 8 .5''n m, IS 8.5171:'FS FEET = AREA OF 1,Y) I ER / t, I T f_I 1 -1 P I METER = 8.53846 = 1.00250.1E 0 =- ( 1 .49/n ) X A X ( R-( 2/3 ) ) X ( ': ( 112 ) ) Q = FLOW IN CUBIC FEET PER SEC0111 n CHANNEL ROUGHNESS COEFFICIF[I I ( AVEPNi[- i, -.045 ) A = CROSS SECTIONAL AREA OF W611-P, SOUAPf- FEE` I R = HYDRAULIC RADIUS = A/WETTEI) 1'f=RIMETFP, FF1 I S = STREAM SLOPE, FEET PER FEEI n = .055 A 8.53846 SQUARE FEET R = 1.002505 FEET S = .1143 FEET PER FEET THE COMPUTED 0 = 78.33403 CURT( FEET ['F-R `,F -1 II 1 SR 1244 JERRY COOK ROAD STA 3+50 CROSS SECTION SECTION SHOT I ELEVATION 0 DISTANCE 26 CROSS SECTION SECTION SHOT 2 ELEVATION -3.5 DISTANCE 23 CROSS SECTION SECTION SHOT 3 ELEVATION -4 DISTANCE 21 CROSS SECTION SECTION SHOT 4 ELEVATION -4.7 DISTANCE 20 CROSS SECTION SECTION SHOT 5 ELEVATION -4.7 DISTANCE 17 CROSS SECTION SECTION SHUT 6 ELEVATION --3.2 DISTANCE 16 CROSS SECTION SECTION SHOT 7 ELEVATION .3 DISTANCE 12 CROSS SECTION SECTION SHOT 8 ELEVATION 0 DISTANCE 0 `',R 1244 JERRY COOK ROAD 10 3+50 I I IF:: ASSUMED WATER ELEVATION ( F >•' TF, T 7 tdG ( FNTERL. TtlF. = 0 ) IS -3 IIIf= 1st INTERSECTION OF WATER fl> Al A I?1:S1AtJCE OF 23.42857 FEET fIlr 2nd INTERSECTION OF WATER T' of A D1STANCF OF 15.77143 FEET HIE- If- COMPUTED WATER AREA IS 9. 02.9999 S . FT . ll Ir= WETTED PERIMETER IS 9 .047?4 1 FEF: r 1111= STREAM SLOPE IS .1143 111E HYDRAULIC RADIUS = AREA OF WATER WE I TED PERIMETER = 9.02999'? / 9.047241 = .99807.1:' rl -- ( 1 .49/11) X A X (R-(2/3)) X ( S . ( 112 ) ) FLOW IN CUBIC FEET PER SE( ()[I[) ?i - CHANNEL. ROUGHNESS COEFFICT[:hl r (OVERAGE 11 0.045) r1 = CROSS SECTIONAL AREA OF WRIER. SQUARE FEET f>. - HYDRAULIC RADIUS = A/WETTED rER11•11-TER , FEET STREAM SLOPE, FEET PER FEET 11 = .055 o 9.029999 SQUARE FEET P -- .9980942 FEET .1143 FEET PER FEET" I I IF COMPUTED 0 = 82.60039 C111 T , FF= F 1" PER SE('Ot if SR 1244 JERRY COOK ROAD Sin 4+00 CROSS SECTION SECTION SHOT 1. FLEVATION .4 DISTANCE 36 CROSS SECTION SECTION SHOT 2 ELEVATION -1.6 DISTANCE 30 (ROSS SECTION SECTION SHOT ELEVATION --3.4 DISTANCE 26 CROSS SECTION SECTION SHOT 4 ELEVATION -5.4 DISTANCE 24 CROSS SECTION SECTION SHOT 5 FPFVATION -5.4 D15TANCE 21 CRASS SECTION SECTION SHOT 6 FL.f°VATION -.4 DISTANCE 14 CROSS SECTION SECTION SHOT 7 ELEVATION 0 D i TANCE 0 SR 1244 JERRY COOK ROAD STA 4+00 THE ASSUMED WATER ELEVATION (EXISTING CENTERLINE = 0) IS -3.5 THE 1st INTERSECTION OF WATER IS AT A DISTANCE OF 25.9 FEET THE 2nd INTERSECTION OF WATER IS AT A DISTANCE OF 18.34 FEET THE COMPUTED WATER AREA IS 10.032 SQ. FT. THE WETTED PERIMETER IS 8.955889 FEET THE HYDRAULIC RADIUS = AREA OF WATER / WETTED PERIMETER = 10.032 / 8.955889 = 1.120157 ca = ( 1 .49/n ) X A X ( R-( 2/3 ) ) X ( S-( 1/2 ) ) 0 FLOW IN CUBIC FEET PER SECOND n = CHANNEL ROUGHNESS COEFFICIENT (AVERAGE T1 = 0.045) A CROSS SECTIONAL AREA OF WATER, SQUARE FEET R = HYDRAULIC RADIUS = A/WETTED PERIMETER, FEET S STREAM SLOPE, FEET PER FEET n ,= .055 A 10.032 SQUARE FEET R 1.120157 FEET S .1143 FEET PER FEET THE COMPUTED Q = 99.10302 CUBIC FEET PER SECOND h b a J ? Aq ?+ C,? ?, • I a '•? 'hi?O? i t?S e n xt un ?+rvU?now ' d?? _ S?eIB ?CO j 4 • t. 'y „I r 1a, <? 1 1Q w W ---,__Z r t1) ti ? o J Y It t ^I I i -I v ? Y g ?.3 h 41 ?lf AA =I s ,ss.1a ?l a il! E :? s 0 IV Or ?`? dip R 4T or, w J ?? '?y es A IeA 40? ? to ? ,? P. -- 'MM A113 litymnOrr r d?? =? ? r 4 ,s?,ie ` C ? l 4 S+-S b 5 h W W tD lP zV r US ?9 Z ?? r O? Z ?I 7 J I v ,r ,tc.1n fil of a T ^I J M n M? it1 f' ?o ti 1p 0 x 'l ? IV r -= Inn, Allo fAVU4nOVY 0. ,s?.{s ?• cl. / f ?f r b? n n . C' J , W W Ln Ln Z ?C2 r Oj 4 Z ? 7 O J -11, V .n SSn1A of q ?I its h 11 -1 f, Kmm ? of ? J ?y ?d'q ,1 N / a • ?q ? V co ?j to 1?? ., o ? I p, N u13 Imt?+now ,s?.le ? ? _ ?_ 1 W W V) J) r +w? 09.1 g r k s r 0 J Y v J+ ,SS.III : rl of 4 M ~ ^I b ti h J ? h .4 'o u ll? / ly N - _ ;. I l or ?y d,Q N .a i R t fo?, '• ? ? to o ! a D. lip )dl:) mylHnoyt ,s?.IB ? r ? .74 7 ~ 4 / b .j ti W w to tP YI's rr -?73 k O J 11- V v J+ ,SS.IR b _I n ?o s? ?o x ?. a • •?r ieA 10 o ? ? n• - 'tarsi uo mymnow ???? H ? ?f N .e r ? „ 'ib> ti h rJ ? LL! W V) In r Y-'US•?9 Z'f?' r k 7 O J •o h s 0 x v s ,ss. nl o? - ^I A n ^ N b 4 0 NO "..J ?j ? t?1 _ \ ? N o, tttt?l ut:) ?+tymnow - ° •rw At.l e r• nl ? r• 1 ? .?. d ? ?•? W U-1 lI) ?B z r 7 O J V I-I ! ?I of -I ?I b r r ti s d {x I