Loading...
HomeMy WebLinkAboutr-2597&R-2040d+e (3)yM1 MAY 2 5 2011 DEN, - WATER QUALITY STATE OF NORTH CAROLINA Wetlands & Sto?mwa???? DEPARTMENT OF TRANSPORTATION BEVERLY EAVES PERDUE EUGENE A. CONPI, JR. GOVERNOR SECRETARY Concurrence Point 2a Bridging Decisions June 9, 2011 TIP Projects R-2597 and R-204 D&E Improvements to US 221 from North of SR 1366 to NC 226 Rutherford and McDowell Counties The Merger Team reviewed the alignments for this project during Concurrence Point 2. The preliminary design, including typical sections, will be presented at the Concurrence Point 2a meeting. Wetlands and streams will be shown on the design. A Hydrologic and Hydraulic Analysis Report for the subject projects was finalized in January 2006. Information from this report is included in the attached "Hydraulic Table" and will be the primary focus of the Concurrence Point 2a meeting. Also attached are maps and photographs depicting the major drainage structures. Project Overview The North Carolina Department of Transportation (NCDOT) proposes to improve a 15-mile portion of existing US 221 from north of SR 1366 (Roper Loop Road) to SR 1153 (Goose Creek Road) (TIP Project R-2597) and a 4-mile portion of US 221 from SR 1153 (Goose Creek Road) to US 221-NC 226 (TIP Project R-204D&E) in Rutherford and McDowell Counties. The proposed improvements consist of widening US 221 from a two-lane roadway to a four-lane divided roadway and some realignment to straighten curves on US 221 between Thermal City and Glenwood and near I-40. A four-lane divided facility with a 46-foot grass median is generally proposed in rural areas with less development and higher travel speeds and a 23-foot raised median is proposed to minimize property impacts in areas near Gilkey, the I-40 interchange, and Marion. The project also includes the replacement of Bridge No. 17 over the Second Broad River. The right-of-way is proposed to be a minimum of 200 feet. Limited control of access and access only at existing secondary roads (SR's) will be studied. The proposed improvements are included as two projects in the NCDOT 2009-2015 State Transportation Improvement Program (STIP). R-2597 has been divided into three sections: Section A extends from north of SR 1366 (Roper Loop Road) to SR 1325 (Nanneytown Road), Section B extends from SR 1325 (Nanneytown Road) to SR 1781 (Polly Spouts Road) northern intersection, and Section C extends from SR 1781 (Polly Spouts Road) northern intersection to SR 1153 (Goose Creek Road). R-204D&E Project Development and Environmental Analysis Branch 1548 Mail Service Center Raleigh, North Carolina 27699-1548 919.707.6000 (o) 919.250.4224 69 includes Section D (US 221-NC 226 intersection south of Marion to I-40) and Section E (I-40 to Goose Creek Road (SR 1153)). Project History Concurrence Point l: Purpose and Need of the Project and Studv Area Defined A Merger Team Meeting was held on October 16, 2002 to discuss the purpose and need (Concurrence Point 1) for TIP Project R-2597. There was concern among the Merger Team members regarding the lack of logical termini of TIP Project R-2597 and project segmentation. NCDOT agreed to examine the possibility of combining TIP Project R-2597 with TIP Project R-204 or re-addressing TIP Project R-2597 limits. Concurrence on the purpose and need was not achieved and would be re-examined once a logical northern project terminus was determined for TIP Project R-2597. The project study area and the Purpose and Need Statement were revised to include TIP Project R-204D&E, as well as TIP Project R-2597, and to extend the project study area to US 221-NC 226 near Marion. The Purpose and Need Statement was distributed to the Merger Team members and concurrence on Concurrence Point 1 for the subject projects was reached, the form is dated October 16, 2002. The two projects will be evaluated in a single environmental document. The purpose of the projects as shown on the signed concurrence form is: The purpose of these projects is to improve the level of traffic service by reducing travel time along the US 221 Intrastate Corridor and increase safety. Preliminary Discussion for Concurrence Point 2 Once concurrence was reached on CP 1, the Merger Team discussed Concurrence Point 2, specifically the alignment alternatives that would be carried forward. . The project was divided into segments for evaluation purposes. These segments include east side, west side, or best fit widening of the existing highway. Some realignment is also being considered to straighten the curves on US 221 between Thermal City and Glenwood and near I-40. These design options were presented at the Merger Team Meeting on June 15, 2004. The Merger Team members requested detailed maps of the proposed alternative designs to better evaluate the alternatives and their impacts, in addition to information on the classification of impacted streams and a best fit alignment for Segment C. The Merger Team agreed to review the additional mapping and materials prior to a second meeting to reach concurrence on Point 2 for this project. Concurrence Point 2: Design Options for Detailed Study The Merger Team met again on August 17, 2004 to discuss the outstanding issues pertaining to Concurrence Point 2. At this meeting, background on the design options that have been considered for the projects, including the design options requested during the previous Merger Team Meeting was provided. Concurrence was reached that the following alignments would be carried forward: Al (West Side Widening); B1 (West Side Widening), B2 (East Side Widening), and B3 (Avoidance Alternative for the Monteith Historic Property); C (Best Fit Alignment); D (Best Fit Alignment); El (West Side Widening); F1 (West Side Widening) and F2 (East Side Widening); G1 (West Side Widening) and G2 (East Side Widening); and H (Best Fit Alignment). The Merger Team concurred with the "Alternatives to Be Studied" as discussed at this meeting and signed the Concurrence Point 2 signature sheet. Project Status The wetlands and streams have been delineated. These delineations were verified by the U.S. Army Corps of Engineers,(USACE) representative on March 22, 2005. The USFWS lists four species in Rutherford County, three species in McDowell County, and one species in both Rutherford and McDowell Counties under federal protection of the Endangered Species Act as of March 21, 2011. The bald eagle, listed for McDowell County, is protected under the Bald and Golden Eagle Protection Act (BGPA). No Federally Listed Threatened and Endangered species have been found along the subject projects. The project study area was adjusted slightly in various areas so that the entire design would be contained within the project study area limits. The preliminary designs will be presented at the concurrence meeting. A Traffic Capacity Analysis Report was completed for TIP Project R-2597 in April 2004 and for TIP Project R-204D&E in November 2002. In April 2003, the Historic Architectural Resources Survey Report was completed for TIP R-2597 and determined that of the 38 historic architectural resources identified as being at least fifty years of age within the APE, three of these properties were considered potentially eligible for listing on the National Register, while 35 resources were not eligible for National Register listing. The William Monteith House was determined eligible for the National Register of Historic Places under Criterion C for architecture. The Albert Weaver Farm was determined eligible for the National Register of Historic Places under Criterion A for agriculture and under Criterion C for architecture. The B.G. Hensley House was determined eligible for the National Register of Historic Places (NRHP) under Criterion C for architecture. A previous Historic Architectural Resources Survey Report conducted along US 221 south of Old US 221 (SR 1536) in Rutherford County identified five properties within the study area for the R-2597 project as being fifty years of age or greater. Of the five, only one, the Gilboa United Methodist Church, was determined eligible for the NRHP under Criterion C for architecture. An historic architectural resources survey previously conducted along US 221 north of I-40 (R-204D&E) in McDowell County identified five properties within the study area for the R-204D&E project as being fifty years of age or greater. Of the five, none of the resources were determined eligible for the NRHP. An Archaeological Study was conducted for TIP R-204D&E in October 2002. Five archaeological sites were discovered during a reconnaissance survey of the project area, one of which was recommended for further testing to determine its eligibility for the National Register. The four remaining sites were recommended as not eligible. In June 2007, an Archaeological Survey Report was completed for TIP Project R-2597. One previously recorded site and six additional archaeological sites were recorded in the project APE. The results of the archaeological study indicated that additional archaeological work is recommended for one site to determine its boundaries and eligibility for the National Register. Another site was located within the boundaries of an NRHP eligible architectural resource; however, the portion of the site that lies within the project APE is disturbed and does not contribute to the NRHP eligibility of the resource. The four remaining sites were recommended as not eligible for National Register listing. In addition, there are two historic cemeteries located near the project APE; however, no further work is recommended for these sites. The NCDOT will perform additional archaeological surveys in several areas along existing US 221 where the proposed alternative designs have extended outside the original project APE after a Least Environmentally Damaging Practicable Alternative (LEDPA) is selected. Since the Concurrence Point 2 Merger Meeting and based on new information, the NCDOT also investigated replacing the bridge over the Second Broad River on existing alignment (Segment Dl). Details regarding Segment D1 are included in the Revised Concurrence Point 2 handout. The Merger Meeting is being held to discuss a revision to the detailed study alternatives carried forward (Revised Concurrence Point 2), as well as to identify and reach concurrence on the bridge locations and lengths (Concurrence Point 2a) for the proposed improvements to US 221 in Rutherford and McDowell Counties. Attachments Hydraulic Table Figures Major Stream Crossings for Rutherford County Major Stream Crossings for McDowell County Preliminary Design at Major Stream Crossings Stream Crossing Photographs FIGURES 0 C?nC)?: Z a < -aX> vm 55 5 > EL a _a a a d m 2 y m m m m m m N N N N N N O CD O m N ? 7 .D O (nnN ,j TJ c ? :ro a a a v m ° m ? m m z x .a a m n n -i c c - n m CD CD n o CD a m 2L ID .N. J 7 O CD N J N C m 0 a M j n N a c m a E m° o m N 3 N 2 0 CL v = o CD ° a 3 0 m a o a 3 < CD (f) O N A O r 3 C. m x N N P O X =, O 10 N n c m 3 cn o c ° N Z) = N O 3 m (D < o J M (D N o m 3 C O Q N ?. J C:- m m m _, m CL co CD a7 CD m J c n. m n J N ? W N J E CD a CD N ? C m ? m m (<D 3 ? o ° n DI N .? Q n m N ? O N C 7 a Q (D CD N V V 7 m N m 0 0 CL 0 CD 7 O 7 n CL m a a? m 3 CD 0 m (D co N J m t, A W N m m 2 m m m o D o D D D D D D 0 O 7 O J 7 Z U1 j Cn Cn Cn Cn Cl) C7 7 O m J m 7 n m n n m 7 m J .ZJ 3 0 n 0) 0 3 Q n n 3 o 0 0 ° 3 Z) ° 3 ° o CD m o am am n G) am am :1 J 7 a N m 1 a 11 a m a m a lTJ O m a (O J a ? ? O O, m O co O O -1 C N . n° m accy ac a co a 0 07 C7 m m m x zJm ?7m Zl d 2 ?d ?d m ?c2 m <`2 <2 <' < < m ,c 0 m m m n ? m m 0 0 0 0 m A N i ? x 70 ( D CD m p ?E ;D r ( D m ((DD rDD v m m m m (D _m ? m n v m_ J 7 7 J 7 O O 7 7 J J 7 N N w (ll N n 00 n (U N N N N D 7 CL a J a J J a a CD O x 0' a a a :1 a 71 a X ? ? J O ?5, ? n m m = m m (D m m J 7 7 7 7 (O m J 7 7 7 J a a a n a a a a a a D d N N A? A N ? ? C) C) C cn co O x x x x n Fo c ;zv x s x m N O W A W N W O O O (D N (D A V p m co m ` W (J1 (O N W W N N D Ut O A N Z. N O O N D V O N W W (O V m x F a` s a x fo N m co w 4? 09 NJ EA K) (fl W N O </? O O W W V -A N (c A Cn co EA m W O W v N N A A O A C. O O O ER C) U) O j O O W N (n EA EA V A V (D W V O N O m A 0) D N W CD jV m i co (D .A m co 'A (Vii N -j V Qo p m Cn o N 0 m om CD co C) p n C) Cl) U7 Cn Cn Cn Cn V) (n W N Cn A N W N W W m W N IX) N O (b Cn N ? O J 0 m m m : 7 m m j m j m m m j' m v 3 v 3 m Cl) 3 to m m 3 m ° -0 ° 7 ° m m o m a m a m a) W n n m m (n n m n n ro n CD N O N O N O N O N O N O N O N O cn O N O N N N N N N N N N m m m m m m m m m m v v 3 m m m 3 3 m m m 3 m m 3 CD m v m v o CD m m m m CD m m m m m m m m m m m m m m m (D m m m m m J 7 7 7 7 J 7 7 7 J 7 J 7 7 J 7 7 7 7 J N N O1 [U N 61 d N d N ?1- N C) S? S J) n S n 7 C7 7 C7 n (7 n 7 N 41 v O) m C) j m tll N d O 61 d fu SU 7 w N N N N 7 J 7 J CD J 7 7 J J 7 7 J J 7 7 = 7 7 7 J 7 Z J J 7 J 7 J J J 7 m 7 7 7 J 7 J 7 J J - m m m m m m - CD m m m m M (D m m - m m m M m ? of ag m ?. a? CL m ma a (D a a CD a ID a a n 'm6 a a s a s s a a a m m0 j. S S ?. ? 3 7 7' = 7' 7 = S Z co Jam mm W N OCn N mN) mN W N Nm mN Ft? 5 S J J x ?` 7 7 S 7 J CCD ?99C6 ?S1 0 'a doo-I Jadc ?- a ?\ N f '? 1 J so ova ?? 6,0 do, /mar a 0 I = g v m m O UJ L N y N ? Z C ??,a)7 ?. o c o ' 10 I I ooh to r. / co r') x Cl) Ul C. N .Z7 n W ?? 16 0 O cn r 0 0 r n O l W 1 x cn ? ?C 3 CD m .G NJ c/) N 0 ?•?? A cAn ° , ? u o CD *?R crib o xv cn G N? ?? a cn cci C fG 1 E C T qi F y ? ?? O ? C -i C x S N o a - a C4 f(D L Q 0 R v fD 0 0 ? F O = O H C cn ? o 3 x U? rn m ?.. ;o n n C7 ? X 0 O o s 0 m ? v_? a X m m ?. 0 I? dUcie Creek Rc (SR 1153) c? cfl Q CD C ti ? N N ? O A v n PRELIMINARY DESIGN AT MAJOR STREAM CROSSINGS U 1 . Q O N 1 ? J y ? F ? F? R ? r TIP R-2597 and R-204 ME SITE 1 Cathey's Creek 0 50 100 i I I , I SCARF (F) c , M/ EXPRESSWAY GUTTER I ,- s i i ?,Jj u /N u i wuv TIP R-2597 and R-204 ME SITE 2 Stoney Creek -?F -r 0 50 100 I\ I? F? h r 0 50 100 TIP R-2597 and R-204 D6E SITE 3 Rockhouse Creek SCALE (F71 i ??rr???naarn?????•c??ran•wacrosx? ..,.. a?sir:- ,.. (3) 6'X 6' RCBC II '? r `F F m_ \ F? Z? ROB VAN 72" CMP F \` F mss. ? TIP R-2597 and R-204 D&E I SITE 4 UT to Second Broad River 0 50 100 i I I , I C SCALE (FT) ?.:5 r 72" C M P F ? ?. I Y r F F O a POOL r? ?f 4 fl 72" CMP ?7- 5L i1J_¦J O TIP R-2597 and R-204 ME SITE 4a UT to Second Broad River SCALE (FO v ' - 1 W L J 41 M / L \ c o 1 m LO W w w v~5 Lj- f , Cp x `u G 1 / N ? I ui l? U) U) w Q. W )LL- LU O 1 1 Call, ? C 1 I O ?\ I" 0 0 E o LL, u N O 1 z o? V °C O-0 a 0 2c` W ? c 10 w Nf W a LL- u? LL ( I (I ( 1 W cha I U I \ \ O N U? \U ? \ v f` a tn N I d F- f I ? 1 ?1 1 1 l z r I I? a? , 3 I I I I 1 0 0 E 0 W in N 0 C7 > Z oc o ?m ,0-0 we o V N m N W W Q N v o` Lf) N a. H ? J v< ? l CJ N v ? ? O _J 1 4 mO `'1\ U ? m U x L? o T LL L i i I IPI N 1 CI?II 1 0 } v _ rV h W N J o W T 4 1 m Z? o? Q? Uo 0 22 -o O u? W ss '- 0 O N C O in N o?C d. H All r 0 ,I 1 I I ` C w U tt J ? Q ?? 1 1 t vl vl v\ i v \ W 0 tV oC C O 01 N OC ? a i 'OTSto. 1000.00 6'X 5' RCBC (?'r o• ? --- 10 ;ta. 10.71.74 % t1 pl? 6 X 5' RC B C 0 50 100 TIP R-2597 and R-204 ME SITE 7a UT to Second Broad River SCALE (F1 J (3) 9' X 8' RCBC F F _F _F _F F C C F F FW F F F TIP R-2597 and R-204 D&E SITE E Goose Creek 0 50 100 i I I , I e SCALE (FT) F_-7-- F F (3) 11' X 12' RCBC - x / T 4r1, F F -F _ F - %.-- c F -F _- ?? - - - r - - - C c F F F F c c R BRYAN SC BENNEI TIP R-2597 and R-204 D&E r? Cl SITE 9 North Muddy Creek 0 50 100 i I I I I] SCALE (FT) c T? REMOVE EXISTING PIPE AND RESTORE STREAM BED ? o J I ???20 F 6'x6' RCBC 3.73 )+76.40 1 - 6'x6' R C f80.00 PGSto. 11.89.13 ? - 10.00.00 I FTSta. 12-,59.74 O? ` = 4 0 50 100 TIP R-2597 and R-204 D&E SITE 10 UT to Corpening Creek SCALE (FT STREAM CROSSING PHOTOGRAPHS Site 1 - Catheys Creek; Downstream Side Site 1 - Catheys Creek; Upstream Side Site 2 - Stoney Creek; Downstream Side Site 2 - Stoney Creek; Upstream Side Site 3 - Rockhouse Creek; Downstream Side Site 3 - Rockhouse Creek; Upstream Side Site 4 - UT to Second Broad River; Downstream Side Site 4 - UT to Second Broad River; Upstream Side Site 4a - UT to Second Broad River; Downstream Side Site 4a - UT to Second Broad River; Upstream Side Site 5 - Scrub Grass Branch; Downstream Side Site 5 - Scrub Grass Branch; Upstream Side Site 6 - Second Broad River; Downstream Side Site 6 - Second Broad River; Upstream Side Site 7 - UT to Second Broad River; Downstream Side Site 7 - UT to Second Broad River; Upstream Side Site 7a - UT to Second Broad River; Downstream Side Site 7a - UT to Second Broad River; Upstream Side Site 8 - Goose Creek; Downstream Side Site 8 - Goose Creek; Upstream Side Site 9 - North Muddy Creek; Downstream Side Site 9 - North Muddy Creek; Upstream Side Site 10 - UT to Corpening Creek; Downstream Side Site 10 - UT to Corpening Creek; Upstream Side