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HomeMy WebLinkAbout20090379 Ver 1_Other Documents_20090106a "` SfNF 4� � '�� � �b � ' .� ���,,. STATE OF NORTH CAROLINA DEPARTN�NT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR STATE PROJECT: COUNTY: DESCRIPTION: 1/5/09 34369.1.1 (R-2100B) Ashe NC 16 Improvements w/ Replacement of Bridge #9 over Bear Creek MEMORANDUM TO: Amy Euliss NCDWQ — Winston-Salem Regional Office FROM: ^� {n� ��D. R. Henderson PE \�3 "�'� � ,� �'� State Hydraulics Engineer RF��IV "k���� h' �t. of ENFi ' I I dfi1�4 � S L�� , � -3alem f�eg��nnl Office LYNDO TIPPETT SECRETARY SUBJECT: Amy: State Stormwater Management Permit Application Enclosed is the State Stormwater Management Permit Application along with the following additional project documentation: Full Size Plans w/ Title Sheet (2 sets) Copy of proposed Bridge Survey Report Stormwater Management Plan If you have any questions, please contact Galen Cail at 25Q4100. cc: Project file D� i�? ?�5 I_a l'! �5 a �C R � JAN 2 � 2009 :.�.�•�:� - >'vH� Ett Q��u.�TY �rrrlArfDS r,,� S�iVYA76R BRANCN MAILING ADDRESS: TE�EPHONE: 919-250-4100 LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: 919-250-4108 CENTURY CENTER COMPLEX HYDRAULICS UNIT � � BUILDING B 1590 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC. US 1020 BIRCH RIDGE DRIVE RnLei�H NC 27699-1590 RA�EiGrt NC R-2100B Subject: R-2100B From: "Cail, William G" <gcail@ncdot.gov> Date: Mon, 12 Jan 2009 16:05:36 -0500 To: "Amy.Euliss@ncmail.net" <Amy.Euliss@ncmail.net> Amy Investigated using a preformed scour hole (versus rip rap pad) for the outlet just past the bridge (Sta 365+15). The natural topo slope at the outlet is approx 10%. If the outlet is relocated about 50' to the North the topo is flatter. However, the 10 yr storm elevation along the�South Fork New River is approx elev 2674.5'. The topo in this area is approx 2671. I'd prefer not using a PSH at this location considering the likelihood of it filling in with sediment due to frequent flooding. Thanlcs Galen �,p� r :���;��=ei ;1 t%71 ?;��.� ��..t !_ . , '� _ s R• i� _.. .��s �i'% , � •{�• • .'I � . �!� . ' ... , .if.i �i��! .�.i� R��:i�.:� .. `.r .. . . �. I�� f 1 1/12/2009 4:04 PM o�_s .�� . . j� �'? � -� � �: -r� rv c� : ,' �. %� T ,�/ � ��� !�.-� rs V � 11 �1L�L�/IL �/�Y � 11 �� ��1L�1�7L�1����1V � ���1�7 �Ct0�e1' ZJ, ���g WBS No. (State Project No.): 34369.1.1 TIP Project: R-2100B Ashe Count}�, North Carolina Hydraulics Project Engineer: Jonathan K. Scarce, PE NCDOT Hydraulics Project Engineer: Marshall ���� Cla���son, PE Project �Description: This project, designated as the "B" section, «�ill be improvements to NC 16 fi�om Southeast of SR l 158 to Southeast of NC 88. The project is a��roposed upgrade of the ezisting two lane road. The overall pi•oject is 2.4 miles in lengtli. �nvironnnental �Description This project is located in the Ne��� River Basin, for �vhich no buffer regulations have been implemeiited. Bear Creek will be crossed once by the proposed action. The South Fork New River and an umlamed tributary to the South Forlc Ne��� River parallel portions of the project. Bear Creek is listed on tlie NCDENR classifications list as a Glass WS-IV and Class Tr. The South Forl< New River and the uiu�amed tributar}� to the South Porlc Ne��� River are listed as a Class WS-IV and HQW. Class VVS-IV means the stream is a "Water Supply N" wluch stands for highly developed «�ater supply. Class Tr means the stream is trout ���ater. HQW means the stream is high quality «�aters. Neither Water Supplies (WS-I or WS-II) nor Outstandiil� Resoui•ce ���atei•s (ORW) occur withi�l 1.0 miles of the project. Bear Creek, the South Fork Ne��� River nor the unnamed tributary to the South Fork Ne«� River «jere found on the 303(d) list for impaired streams. Wetla�ids are located on the southeast quadrant at the beginning of tl�e project along the unnamed tributary to the South For�k of tl�e Ne��� Rivei•. Less than 0.1 acres of «�etland are impacted atthis site. . �2oadway �Description: The proposed road���ay cross section is a 2-lane facility, consisting of 12 foot travel lanes, 2 foot full depth paved shoulders; 6 foot �grass shoulders (9 foot «ith guardrail). Tlie �roject drainage system will consist mainly of ditches and cross pipes. Storm systems �vill also be used in order to pick up roadside ditch drainage as well as draina�e at the retaining «�alls along the project and discl�arge into a preformed scour hole, ditch or strea�il. Bern1 draiilage outlets �-i11 be used in or•der to pick up off site drainage at tl�e tol� of the high cut slopes. Tl�e berm drainage outlets ���ill discharge into a 2GI along tlie bottom of the cut slope. The 2GI ��vill comlect into a storm system and outlet into a ditch. Page 1 of 3 R-2100B Storm���ater Manaaement Plan 11/25/2008 Shoulder berm gutter «�ill be utilized in areas oihigh fill and/or e�cessive runoff as ��Jell as along the tol� of retainin� ���alls. In these instances, the runoff ��-ill be collected in a 2GI and discharged into a preformed scour hole, ditch or stream. �est Il�ana�ea�ent Ppactices and 1V�aior St�uctures: a li�lajor SPrucfu�e A siugle span bridge ���ill be placed from—L1- Station 364+10.00 to —Ll- Station 364+90.00 in order to replace the existing cast in place concrete slab bridge ���ith vertical abutments. The proposed bridge ���ill llave spill tlu•u abutments. Neither the existing nor the proposed bridge has bents in t11e chaiulel. The bridge is also designed so that no deck drains ���ill be used in order to avoid any direct discharges into Bear Creek. All deck drainage will be picked up iu a stoi�n system and discharge at the toe of slope near the bridge. o Itetaining �'a11s � Retaining walls «�ere used in order to keep the fill slope from encroacl�ing into the uiuiamed Tributary to.South Fork and the South Fork Ne«� River, as ���ell as to decrease the amount of cut needed along tlie mountainside paralleling the South Fork New River. ltoadsade Ditches The majorit}� of roadside ditches on this project were unable to obtain a 3:1 slope or flatter due to the physical constraints of the mountainside. Most ditches on this project ���ere lined ���ith rip rap or �eimanent soil reinforcement matting in order to control erosion. o Rip I�ap Pads & Preforft:ed Scoa�r Holes Rip Rap pads and Preformed Scour Holes were used in order to dissipate energy and reduce velocities at pipe outlets. These structures are located tlu�oughout the project. o Cross Pipes In order to allo«� for fish passage; cross pipes will be bin�ied a minimum of 20% of the diameter of the proposed pipe size, up to and including 48`' diameter. Pipes greater tha�i 48" will be buried 1 foot. 0 Una►�oidable I)irect Disc/ra�•ge Locations Station 274+75 LT — Proposed system is replacing an existing system that currently discharges directly into the Tributary to South Fork of New River. The pi•oposed retaining ���all oii the left side keeps the fill fi�om encroaching on tlie Tributary and there is a mountainside on the right; Pa�e 2 of 3 R-2100B Storm���ater Management 1'lan 11/2y/2008 therefore, tl�ere is no room left to a��oid ciirect discharge. Grassed lined ditches are used at the inlet for treatment The last Uoa in the s��stem has also been designed as a drop l�oa to nlin�mize outlet pi�e velocities into the receiving stream. - Station 280+1� L;T & 291+00 LT - Proposed systems are replacing existing systems tl�at currently discharge directly into the Tributary to the South Fork of New River. Tlle proposed retaining wall on the left side keeps the fill fi�om encroaching on the Tributary and there is a mountainside on the right; therefore, there is no room left to avoid direct discharge. Permanent soil reinforcement matting has Ueen placed on the incoming ditches to allow for treatme�it in a grass liiled ditches. Station 293+75 LT - Proposed system is replacing an existing system that currently discharges directly into the Tributary to the South Fork of Ne«� River. The proposed retaining ���all on the left side lceeps the fill fi�om encroaching on the Tributary and there is a mountainside on the right; therefore, there is no room left to avoid direct discharge. Pennanent soil reinforcement matting has been placed on the incomin� ditch to allow for treattnent in a grass lined ditch. The last bo� in the system has also been designed as a drop box to minimize outlet pipe velocities into the recei��ing sti•eam. Stations 299+95, 302+55, 306+50, 311+05, 315+00 LT - Proposed syste�ns are replacing e�isting systems at or near the same locations ���hei•e they currentl� directly discharge into the South Fork of New River. The proposed retaining wall on the left side keeps the fill from encroaching on the South Fork of the New River and there is a mountainside on the right; therefore, there is no rooin left to avoid direct discharge. Pipes are outletting near the shoulder of the road, and Class II Rip Rap ���ith Filter Fabric has been placed alon� the stream banks to dissipate outlet velocities fi-om the pipes and to protect the stream bai�l:s fi�om erosion. Page 3 of 3 Ol?FICE USL ONLY . � - • Date P.eceived ]=ee Paid Pernlit ?�TUViber State of I�1o�th �arolina Depao•tanent of �nvi�onu�ent �nd l�t�tuY•al Resources �ivision of Water �uality STORI��WATER MANAGEMENT PERI��IIT APPLICATION FORM I�1�lt'g'�3-3[ ��t�g..�tA �D]E��'�'Il�I�t7C �F '�'�tAt�ISP�it'�A'g'��1�1 �,IIVEA� R�Afl�WA�' �R�.�CT Tlris.form mm� be pliotocopied fa use as ai7 origA�nl. [�EC�IVED N.C. Deat ot r:.�� J�N 0 6 �009 �dinston-Sa��rn Regional Office DWQ Stoi-mwater Man�oeinent Plan Revie�v: A co�nplete stonn���ater mana�ement plan submittal includes this application form, a supplement form for each BMP proposed (see Section V), design calculations; and plans and specifications sho�ring all road and BMP details. I. PRO.D�CT Y1V�'OR1i�A�'IOIV NCDOT Project Number: 34369.1.1 (R-2100B) County: Ashe Project Name: Impro��ements to NC 16 and Replacement of Bridae #9 Project Location: NC 16 1=rom Southeast of SR 1158 to Southeast of I`iC 88 Contact Person: Galen Cail, PE Pho�ie: 919-250-4100 Fa�: 919-250-4108 Receiving Streani Name: **South Forl: Ne�v Rive►- River Basin: *�Ne��� Class:�*�T��S-IV: HO��� Proposed linear feet of project: 2.40 mi. Proposed Structural BMP and Road Station (atl�rch a lisf of slaliai m�d BA�' t��pe if more roonr is needed): Preformed Sour Holes ���ith Level Spreader Apron are located at —L1- 252+00 Lt., 256+80 Lt., 266+27 Lt., 269+08 Lt.. 2g2+60 Lt.. 285+g5 Rt. Type of proposed project:. (check al1 �Iaat appl�): � ❑ New ❑X VJidening x❑2 lane'� ❑4 lane* ❑Curb and Gutter OO Bridge Replaceme�lt �Other (Describe) UpQrade esistinQ Two Laiie Road *2 lane and -� lane im�l�� Iha� roadside dilches nre used imless Ctn•G rmd Girtler is also checked ,. � **Becn• Greek ti>>ill be crossed o►�er or�ce b�� t/�e pro�osed j»•ojecl (re�lacemenl of Bridge �9). 13ear Creek is a C'Inss Id'S-IV cmd Ti•. Sozrth Fork Ne>>� River and t��mtrmed Ti•ibzrlrn�� to �So�rth Fork Neti+� River prn•allel ll�e p�•oject cu7d are classrfrer� as 1�'S-Ii� as �rell as H01�1'. All �raler bodies on this projecl are located i�T lhe A'ei�� Rii�er Basir�. II. R�Q�JI�tED IT�h�S C1�ECI{LIS'T ]nitial in the space �rovided belo��� to indicate the follo�ving desim� rec�uire�nents have been met and supporting documentation is attached. Supporting documentation shall, at a minimum, consist of a brief narrative description including (l) the scope ofthe project; (2) ho�v the items belo��r are met, (3) ho��� the proposed best man�geinent practices minimize �vater c�uality impacts, and (4) any si;nificant constraints and/or justification for not meeting a, b, c and d to the maximum estent practicable. Designer's Ini�ials ,,� a. The amount of impei-�rious surface has been minimized as much as possible. Fonn S\�l�U-112 Rev 04.00 Paae 1 of 2 �y �� ]' b. The runoft�fii�om the impen�ious areas has been di��erted a��-ay ii�om surface �vaters as much as possible _�_c. Best Manageii�ent Practices are employed ���hich minimize ���ater c�iiality impacts. d. Vegetated roadside ditches are 3:1 slope or flatter. ���. ����'�'g�l� l�1�t�D Il�A�la1T�I�1�1�1E A���I�N`g' 1 ackno���led�e and a�n�ee by my initials belo��- that tl�e North Carolina Department of Transportation is responsible for the implementation of tl�e fotn� maintenance items listed. I agree to notify DVdQ of any operational problems ���ith the BMP`s that ���ould impact «�ater quality or prior to making any chan�es to the system or responsible party. Aluinlenrnace Engi»eer's b�ilials a. BMP's shall be inspected and maintained in good ��rorl:ing order. b. Eroded areas shall be repaired and reseeded as needed. c. Storm���ater collection s}�stems, including p�ping, iniets; and outlets, shall be maintained to insure proper functioning. . Maintena»ce Engineer's Name: �NAQ�S ` /� Fi^/%f/-���T Title: �i✓�sio�/ �IAi�/TE.✓A.JcE E�✓����+`/L YV. �PI,��A'�'��N C�12�'��gCA"g'��I�1 r �/ { I, iPrint or l��e name) �GLI�VI �C�t! � of �� � t7� �!'Li.0 IC Brancll, eeitify that tl�e infoi�mation included on this pern�it application form is, to the best of my l:�i �i�ledge, correct ai�d tl�at the project ���ill be constructed in conformance ���ith tlie approved plans and that d�e proposed project complies ���ith the requirements of ] SA NCAC 2H .l 000. Title: Address: �� 5 Si;nature v. S�JPP�..EIVIEI�t`�' �'ORI!'�S The applicable state stormwater managenlent permit supplement foi7n(s) listed belo�v n�ust be submitted for each BNIP specified for this project. Co»tact the Storm���ater and General Pei7nits Unit at (919) 733-5083 for the stah�s a�id availability of these fo�ms. Ponn SWLJ-102 Forn� SWU-103 Form SWU-104 Porm SWU-105 Form S��IU-l06 Form S1��i1-107 Form SWU-108 Form S��4�U-109 Form S WU-110 «'et Detention Basin Supplement Infiltration Basin Supplement Lo��� Density Supplement Curb Outlet S}�stem Supplement Off-Site System Supple�nent Unde�ground Infiltration Trench Supplement Neuse Ri��er Basin Supplement' Inno��ative Best Ma�iagement Practice Suppleme�lt Extended Dry Detention Basin Supplement Fonn S\��U-I 12 Rev 04.00 PaQe 2 of 2 ;:, . ,�. . �,� . � � � INFORMATION '=,TO,: BE �,SHOWN 01 � � � , ;,�:�� - Deslgn:. DTscharge _ _ 1200 __ _ _ c.f.s:' ..1:�'.Frequency _ Base Flood,: ' Discharge _ _ _ �500 _ _ c.f.s. , ` .:,`Frequency _ Overtopp(ng: Discharge ___ 2300± __ c.f.s. Frequency _ ADDITIONAL INFORMATION AND CO .��Elev. � � ai At DA = 3.0 ml2 (RURAL MOUNTAINS) ''�=''�'°"��`a='��``s"'ti � , �; � .��,�,,��;;.:��,�;�.; . _ _ _ _ _ _ _ _ _ � _. _ _ _ _ ._ _ _ � _ _ _ � � _ _ _ � :1�_ � _ _ � _ _ _ ' . � � � � _�M1 fzf„ � �- . — _ USGS FACT SHEET_007-00 BLUE RIDGE-PIEDMONT _ _ _ _ � - ;�v:y�:;�;<�>�;?��-:°'. . - - - - - - - - - - - - - - - - - - - - - - - - - - : �-:�w'=. ���= - - - - - - - - - �;:�;�>t����:.;<:. _ - - - - - - - - - - - � - - - - - - - - - - - - - - - - - -_- _ `a"````�' - - - - - - - - RQ,o = 334 DA°� - 691 SAY 700 CFS RQ� = 476 DA 0b45 = 967 SAY 1 D00 CFS R�� = 602 DA o�s - 9209 SAY 1200 CFS � . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RQ �� = 745 DA°� = 1480 SAY 9500 CFS RQ� = 1 160 DA °�75 = 2255 SAY 2300 CFS � _ _ 2668.7 - - .. _ _:. 2669_3 _ _ _ . • - - - 2678.2 - - - ' - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - SCOUR: Long_term scour fs assumed to be negligible. Watershed is predominatel� ruraland not antic(pated fo_cbaoga� and there_ are_ no lakss_ or reser_vafrs near _ths �ite� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Due fo_Slte_confrainfs_Qbc=Qnc; ther�fDrB, Cootr_action_scour _is_negllgible_ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ihere is no_ Local Pler_ Scn�.�r_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _. _ _ _ _ _ _ _ _ _ _ _ _ --------------------------------------------- --------------------------------------------- --------------------------------------------- --------------------------------------------- --------------------------------------------- --------------------------------------------- ------------------.--------------------------- --------------------------------------------- --------------------------------------------- : ,13 F.i .c�� � SITE DATA _� 2 s�Oralnage Area _ 3_0 MI. _ Source _._ USGS QUAD MAPS ___ Character . RURAL MOUNTAINS ___ g- - - - - - - - - - - Stream Classification (Such as Trout, High Quality Water, etc.) _ WS-IV, TROUT _ _ _ _ _ _ _ _ _ _ _ " Data on Exisfiing .Structure _ I@ 16' CAST _IN PLACE CONC._SLAB BRiDGE_W/ ABUTMENTS; SKEW 90°_ _�__ _ �� � BRIDGE HAS BEEN WIDENED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Waterway Opening 224_S�. FT. TOTAL j - - ' ' - - - - - - - - - . - BELOW DESIGN WS = 90 S�. FT. i � Debris Potential: Low ___ Moderate _ X_ Htgh .__ BELOW IOOyI" WS = 104 S�. FT. .•� '. Data on Structures Up and Down Stream _ UPSTREAM_- NO COMPARABLE STRUCTURES _________ ��� ___ APPROXIMATELY 200 FT. DOWNSTREAM _ SOUTH FORK OF_THE NEW RIVER_ ___ Design Control Elev. _ 2672.5 (EXISTING IOOYR) _ Gage Statlon No. _ _ _ N/A _ _ _ _ _ _ _ Period of Records _ _ _ _N�A _ _ _ _ _ _ _ _ _ _ - Max. Discharge� - - - -N/A - - - - - c.fi.s. Date - - - N/A - - - - Fre4uency -. - - N/A - - - Historical Flood Information: � Perfod of �ate _ t940 _. E�ev._ 2677•0_ Est. Freq. 100 ±_ Source __ MR. VAL SHEETS ____•_ __ Knowledge 60_ yr's ± Perlod of Date _ 1960 _ Eiev._ 2675.5_ Est. Freq. 50_± _ Source __ MR. VAL SHEETS _______ Knowledge 60 yrs ± ` Perlod of Date _ _ _ _ Elev._ _ _ _ Est. Freq. _ _ _ Source _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Knowledge _ _ _ Historical Scaur Info. : General_ _ � _ _ _ Contraction _ _ _ _ �_ _ - - _Local - _ _ _�- - - - - Channel Slope __ 0.018 __ Source __ SURVEY DATA ____ Normal Water surface Elev. 2663.0_ l3-24-05) Manning's n: Left O.B. 0_II TO 0.15 Channel _ 0_040 _ Right O.B. 0.11 TO 0.15 Source FIELD_SURVEYS __ __ F►ood Study � Status __ DETAILED_FLOOD ZONE_ NO_ STUDY _. ____ ___ F�oodway Established? _ NO _ Flood Study 100 yr. Discharge _ N/A_ _ c.f,s.: W.S. Elev. : With Floodway _ N/A_ _ Without Floodway _ N/A_ _ � DESIGN DATA Hydrological Method _ USGS_ RIJRAL REGRESSION EQUATIONS _ tFACT SHEET 007-00) _ _ _ _ _ _ _ _ _ _ _ _ _ Hydraulic Design Method _ HEC_RAS _ 3.1.3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (Proposed VS.Naturap Floods Evaluated: Freq, Q Elev. Backwater Bridge Opening Velocity _ 10 yr- - - - - 700- - - - - 2667.2- - --0.2- - - - 5.8 fi/s - - - - 25 yr- - - - -1000- - - - - 2668.2- - -+0.1 _ _ _ _ 6.5 f/s - - - - 50 �rr- - - - -1200- - - - - 2668.7- - _+0.2_ _ _ _ 6.9 f/s - - _ 100 _yr _ _ _ _1500_ _ _ _ _ 2669.3_ _ _+0.0_ _ _ _ 7.5 f/s _ _ _ 500_yr _ _ _ _2300 _ _ _ _ 2671.0_ _ _+0.1 _ _ _ _ _8.8 f/s _ _ 2 2 Waterway Opening Provided Below: Design W.S. Elev. __ _174 FT ___, IOOyr W.S. Elev. __200 FT ___ Average Channel Velocity (Design) __ S f/S_ __ Average Overbank Veloctty (Design) __ 0.8 f/S_ __ Q Contractfon _ � Local Q Computed Scour : General _ _ _ _ _ _ _ _ - - - - - - - - - - - - Is a Floodway Revtsion Requlred? _ NO_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � �r i v ... , ....r . 3ackwater from South1 =ork New River F.I.S. � BRIDGE SURVEY & HYDRAULIC DESIGN REPORT N. C. DEPARTMENT OF TRANSPORTATtON DIVISION OF HIGHWAYS HYDRAULICS UNIT � RALEIGH, N. C. Mc� P.��,�15�� z�Z���� �� � , I.D. No. _ R2�O�B_ _ _ ProJect No. _ _ _ _34369.11 _ _ _ _ _ ProJ. Station 364+50_-LI- _ _ _ _ _ _ � County _ _ ASHE _ _ 8r�dge over _ _ BEAR_ CREEK _ _ _ _ _ _ _ _ _ Bridge Inv. No. _ _ 9 _ _ � - - - - _' On H►qtiway _ _ _NC-16 _ _ _ _ _ _ Betwesn _ _ _ SR 1613 _ _ and _ ._ _ _ SR 1628 _ _ _ _ _ _ _ �, - - `D Recommended Structure __ I SPAN_ �_ 80', 54' PRESTRESSED CONCRETE GIRDER BRIDGE __ M� � . _ _ _ _ _ _ _ _ _ M� � OVERALL LENGTH = 80 FT. � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � Recommended Width of Roadway _ _ _ _ 40 _FT. CLEAR_ ROADWAY _ _ _ _ _ _ _ Skew _ _ _ 90°_ _ _ _ _ 0 z + Recommended Location is - ( U . At, own) Stream from Existing Crossing. _ _ _ _ _ _ _ _ _ _ _ _ _ . U �- o Nearest Shipping Point _N. Wilkesboro _ on ____Southern ____ R.R., 30±�= Mfles From Bridge � - - - a Bench Mark is _ _ BM ?� 6 _ _ _ _ _ BL- STA. 129±35.20, 105.80' RT. _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ � . �, - - - - - - - - - - - m' - - - - - - - - - - - - - - - - - - - - - - - - Elev. _ 2672.90'- - Datum: _ _ NGVD 1929 _ . o, °, Temporary Crossing _ _ I @ 143' X_ 86' CSPA W/ TEMPORARY _HEADWALLS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - �� 0 z 0 m' , 0 z > c m � v L m �� w, w �, U � � Qi W mi E � ,��`���� 1CAR� ���i' . � � ����-��� Deslgned by: _ _ _ _ =�JGINEERS & CCINSIJLTANTS_ _ _ Assisted by: _ JOHN CAVER, E.I._ _ _ _ _ _ _ _ _ Project Engineer: _ JONA HAN K. SCARCE, P.E. ____ Reviewed by: - - - - - ���1� ��( _ - - - - - oate �_ �� ���U� _ o ` � �x���oF��s���ey�y a � 90 � o � = o a SEAL �"� = ° 39977 ° � o � a ^ o � �����/!y g� 0 V��`0����\�``i � e e e � �i��il J1�11 �11�0``` , }�� � �22, 07 � a i�� � � "�°<�: � ��,� - s� _'_==,' I'�". 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