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HomeMy WebLinkAbout20071774 Ver 1_Public Notice_20071214 ~- ~, ,-- R 2~C:' ~.~: ~w ~, I 1 I ~~~ I US Army Corps Of Engineers Wilmington District PUBLIC NOTICE DENR-WATER QUALITY WETLANDS AtJD ST4RMWATER BRANCH Issue Date: December 14, 2007 Comment Deadline: January 11, 2008 Corps Action ID #: SAW-2007-3531-384 The Wilmington District, Corps of Engineers (Corps) has received an application from the North Carolina Department of Transportation, Project Development and Environmental Analysis Branch, Attn: Dr. Gregory J. Thorpe, Director, seeking Department of the Army authorization to impact 948 linear feet of stream channel and 0.19 acres of open water pond in and adjacent to Rock Creek and unnamed tributaries associated with the proposed relocation of US Highway 52 from a point approximately 0.5 miles north of SR 1785 (Johns Road) to the intersection with NC 24-27 at Albemarle, Stanly County, North Carolina, TIP No. R-2320G, State Project No. 8.1680401. Specific plans and location information are described below and shown on the attached plans. This Public Notice and all attached plans are also available on the Wilmington District Web Site at www.saw.usace.army.millwetlands Applicant: North Carolina Department of Transportation Project Development and Environmental Analysis Branch Dr. Gregory J. Thorpe 1598 Mail Service Center Raleigh, NC 27699-1598 Authority The Corps will evaluate this application and decide whether to issue, conditionally issue, or deny the proposed work pursuant to applicable procedures of Section 404 of the Clean Water Act (33 U.S.C. 1344). Location The proposed project involves the relocation of approximately 3.5 miles of US Highway 52 from a point north of Johns Road on the south to the intersection of NC 24-27 on the north just south of City of Albemarle, North Carolina. The southern portion of the project (approximately 2.9 miles) will be on new location and the northern portion (approximately 0.6 miles) will involve the widening of NC Highway 138. The project will cross Rock Creek and three unnamed tributaries. The project is located in the central portion of Stanly County at approximately 35.3199 degrees north latitude and 80.1915 degree west longitude and is in the Yadkin River Basin, Hydrologic Unit 03040105. Existing Site Conditions The proposed work will relocate approximately 3.5 miles of US Highway 52 to the west of its existing location. The only named stream in the project area is Rock Creek (Site 2), a perennial stream that flows north to Poplin Creek. Rock Creek is 5 to 10 feet wide in the project area, has a substrate of boulder, cobble and gravel and a forested, closed canopy. The project will also cross two unnamed, intermittent tributaries to Rock Creek (Sites 3 and 4) and one small pond (.019 acres) in the headwaters of the drainage basin (Site 1). The tributary streams are 2 to 4 feet wide with cobble and gravel substrates and open canopies. No wetland areas will be affected by the proposed project. The Federal Highway Administration (FHWA) and the NC Department of Transportation completed an Environmental Assessment (EA) of the proposed work, designated as TIP No. R-2320G on November 27, 2000 and a Finding of No Significant Impact (FONSI) on March 12. 2003. An Indirect and Cumulative Effects Assessment for TIP R- 2320G was completed on March 22, 2005. These documents further detail existing site conditions in the project area. Applicant's Stated Purpose The purpose of the proposed work is to connect two sections of US 52 that are separated by approximately 0.25 miles of NC 24-27-73. Other factors contributing to the need for the project are capacity and safety. The proposed work eliminates turning movements between US 52 and NC 24-27-73 that are required by the current separation of US 52 by NC 24-27-73, increases the capacity of the highway and improves safety for roadway users. Project Description The applicant proposes to relocate 3.5 miles of the existing two lane highway to the west of the existing location. Two typical sections will be used. The northern portion of the project along NC 138 will consist of a five-lane, curb and gutter section with sidewalks on each side of the roadway. The southern portion of the project on new location will consist of a four-lane, divided section with a 46-foot grassed median. The five-lane section will require a minimum right-of- way width of 100 feet. The four-lane divided highway will require a minimum right-of--way of 200 feet. In order to construct the new roadway, the applicant proposes to discharge dredged or fill material into a total of 948 linear feet of stream channel and 0.19 acres of open water pond at 4 locations. Pond impacts at Site lwill result from roadway fill on the new location portion of the project. Stream channel impacts will result from new culvert construction or replacement. Channel impacts range from 65 feet at Site 4 to 414 feet at Site 3 to 469 feet at Site 2 on Rock Creek. Temporary stream impacts totaling 0.03 acres will result from temporary cofferdams and stream diversions. The referenced EA and FONSI provide additional information on project description and impacts. The applicant proposes to mitigate for stream channel impacts through payment to the NC Ecosystem Enhancement Program at a 1:1 ratio. Plans showing the proposed work are included with this public notice. 2 Other Required Authorizations This notice and all applicable application materials are being forwarded to the appropriate State agencies for review. The Corps will generally not make a final permit decision until the North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State certification required by Section 401 of the Clean Water Act (PL 92-500). The receipt of the application and this public notice combined with appropriate application fee at the North Carolina Division of Water Quality central office in Raleigh will constitute initial receipt of an application fora 401 Water Quality Certification. A waiver will be deemed to occur if the NCDWQ fails to act on this request for certification within sixty days of the date of the receipt of this notice in the NCDWQ Central Office. Additional information regarding the Clean Water Act certification may be reviewed at the NCDWQ Central Office, Transportation Permitting Unit, 2321 Crabtree Boulevard, Raleigh, North Carolina 27604-2260. All persons desiring to make comments regarding the application for certification under Section 401 of the Clean Water Act should do so in writing delivered to the North Carolina Division of Water Quality (NCDWQ), 2321 Crabtree Boulevard, Raleigh, North Carolina 27604-2260 Attention: Mr. John Hennessy by December 31, 2007. Cultural Resources The Corps has consulted the latest published version of the National Register of Historic Places and is not aware that any registered properties, or properties listed as being eligible for inclusion therein are located within the project area or will be affected by the proposed work. Presently, unknown archeological, scientific, prehistoric, or historical data may be located within the project area and/or could be affected by the proposed work. Endangered Species The Corps has reviewed the project area and examined all information provided by the applicant. The FHWA and the applicant have determined that the proposed work may effect but is not likely to adversely affect the Federally endangered Schweinitz's sunflower. Consultation under Section 7 of the Endangered Species Act of 1973 between the FHWA and the US Fish and Wildlife Service has been concluded. The FHWA and the applicant have determined that the proposed project will have no effect on any other federally listed endangered or threatened species or their formally designated critical habitat. Evaluation The decision whether to issue a permit will be based on an evaluation of the probable impacts, including cumulative impacts, of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered including the cumulative effects thereof; among those are conservation, economics, aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain values (in accordance with Executive Order 11988), land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership, and, in general, the needs and welfare of the people. For activities involving the discharge of dredged or fill materials in waters of the United States, the evaluation of the impact of the activity on the public interest will include application of the Environmental Protection Agency's 404(b)(1) guidelines. Commenting Information The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies and officials, including any consolidate State Viewpoint or written position of the Governor; Indian Tribes and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment (EA) and/or an Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act (NEPA). Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. Any person may request, in writing, within the comment period specified in this notice, that a public hearing be held to consider the application. Requests for public hearings shall state, with particularity, the reasons for holding a public hearing. Requests for a public hearing shall be granted, unless the District Engineer determines that the issues raised are insubstantial or there is otherwise no valid interest to be served by a hearing. Written comments pertinent to the proposed work, as outlined above, will be received by the Corps of Engineers, Wilmington District, until Spm, January 11, 2008. Comments should be submitted to Mr. Steven Lund, US Army Corps of Engineers, Asheville Regulatory Field Office, 151 Patton Avenue, Room 208, Asheville, NC 28801-5006, telephone (828) 271-7980, ext. 223. 4 WETLAND SURFACE WATERS ~Y ~~~N~ JL ~L ~~~ N`L~~®~ DIVISION OF HIGHWAYS STANLY COUNTY FROJECT:3~~2211 (R-2320G) US 52 EST. - ALBEMARLE FROM US 52, NC 73, NC 2~4-27 ~ NC 138 TO SR 1785 pBrtTfit1Df8W1 p~ SHEEIT~Ff :.~ ~ 7,®' 27®07 ~ N®R7C~I CAR®I,INA . ~~ . d 0 E m Y 'O % ~ V ~® ~L N DIVISION OF HIGgiWt~YS STr1NLY COUNTY m SITE 1 ~~IAP ~ PROJECT:3~G~22.1.1 (R-2320G) E US 52 EXT. - AI.EEMARLE • FROM US 52, NC 73, NC 2~G-27 8s NC 138 TO SR 1785 • °~. Permil Drawing M: sheet t' Gf ~;, 7 ®27.~ 07 ... Y ' >~•~ • ' . 'r \ ~~ -~' ' • ' AI ' •' ' i • ~1 ""`9+ • ~ Y I ~ ~- Y,a: r t r1~.\ • ~~ \~ ~\ ,~~ \...-. ~1 ~ ~ f ~ .•\~ ~. O/ /r ~ f ~. r ~ . \. ; i% ir t j ~ ~ ,' •„ ,J~ 1 1 r r r t t ~ "`•.M1 ~ I ~ Y`'/ • f \ . ~ J ' ~ ~ , 1 ~ h T ,' t 1. ~ i ' .z. i_.^, :P '....%Y._ ~. 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Design {ac) ac) ac) (ac) (ac) (ac) (ac) (ft) ft) (ft) 1 9 -L- 94+00 - 95+25 ROADWAY FILL - - 0 19 2 11 -L-118+00 -120+50 3~ 8'x8' RCBC - - 0.08 0.02 469 117 3 12 -L-137+g5 60' RCP - - - 0.03 < 0.01 414 72 4 19 -Y4- 9+10. 10'x9' RCBC - - 0.01 0.01 65 72 TOTALS: 0.00 0.00 0.00 0.00 0.00_ 0.31 0.03 948 ~ 261 0 NC DEPARTMENT OF TRANSPORTATION DM3ION OF HIGHWAYS STANLY COUNTY Permit mum y'~••• D PROJECT: 34422.1.1 [R-23200) Sheet _~ of ~ ® ______ _--- -- -~JLB- WETLAND BOUNDARY ~~' PROPOSED BRIDGE WETLAND PROPOSED BOX CULVERT ~-- L ® DENOTES FILL IN WETLAND PROPOSED PIPE'CULVERT 12'-48' DENOTES PERMANENT (DASHED LINES DENOTE PIPES ® SURFACE WATER IMPACT EXISTNG STRUCTURES) 54'PIPES DENOTES PERMANENT SURFACE WATER IMPACT (POND) ® DENOTES TEMPORARY FILL IN WETLAND ® DENOTES EXCAVATION IN WETLAND ® DENOTES TEMPORARY SURFACE WATER IMPACT . « « « DENOTES MECHANIZED ««*' «• « CLEARING ~- -~ FLOW DIRECTION _ T-B`--- TOP OF BANK WE EDGE OF WATER -- ~-- PROP. LIMIT OF CUT ---F -PROP. LIMIT OF FILL -~ PROP. RIGHT OF WAY --NG-- NATURAL GROUND --P-~•- PROPERTY LINE -TDE - TEMP. DRAINAGE EASEMENT -POE - PERMANENT DRAINAGE EASEMENT -EAB-• EXIST. ENDANGERED ANIMAL BOUNDARY - EPB- • EXIST. ENDANGERED PLANT. BOUNDARY --- ~ ----- WATER SURFACE X X%X X X LIVE STAKES BOULDER COIR FIBER ROLLS 6 ~~ & ABOVE SINGLE TREE .. .. .. .. WOODS LINE DRAINAGE INLET ROOTWAD RIP RAP O ADJACENT PROPERTY OWNER OR PARCEL NUMBER IF AVAILABLE PREFORMED SCOUR HOLE LEVEL SPREADER (LS) DITCH / GRASS SWALE ~~~® JL DIVISION OF HIGHWAYS STANLY COUNTY PROJECT:3~~422.1.1 Qt-2320G) US 52 EXT. - ALBEMARLE FROM US 52, NC 73, NC 24-27 & NC 138 TO SR 1785 permit D~wi~ "`'A8t 3-3---~ ~~~ S 7®27607 /,I ~. i ~~s' of yti, ~ _ ~ L!i ~ R . . ~ Marc?,. 3 w ~ g ~3~j ~W $$ N ~ ~s ®~~ ~~ z~~~~~ a ~~~ x ~~ a~ w tad rid ~. z~ ~~ a a Y A ~ " d~'HD,f.VW e •ort mos.= sr~'c w+cc Has ~~ +k~ +\ O_ N Q ~~ O 2 O 0 o „ w N U N O O 0 M ~'...~ +aro j "`« W g ~~ ~~ ~~ II ~ '~ ~ I ~~ ~ ~ i e W t~ ~~ , ~e ~, i ~ ~{ . 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I s~ ~.... ~.,.. o~'f R'R. 1 _,.~a ,sa ,. aror,w- uvx 4 / r~ S = y~ :an~~ au~ u' = R ~ 6~QD' ~ r.o-in. / RQ ~~ ..n.~~.sr t:°nu n. np w u~.. a. rare ro 4 ~ ~w ro n.a u. ___ aro nas u. ~ ~ 1~I.AN VIEW SIDE ~ Pe~~ et~ ~ LE~Edp NCDOT D1VI8iON OP ~®WAYB ~11LB~~ YETLRND 9TANL7 COUNTY PROIH(J115rtl7.l.l Q~laZa(7I ® DENOTES TEYPdiMT SURFACE ^ATER BPACT QS 6S 68T.- ALlSMARI.S ARUM IT8 b}. NC Ti,NC 21J!'7 A NC lE8 ® DENOTES PERMRIEN7 TO ~ 1786 SURFACE YpTER D7PRCT 510 ~ ~ "'"' " STAIl8t95A0 -L= ~ (3J B'x8' RCBC ~ PRHLIbIIIQ ~ Y PLA SKEW = 4T 00' 00" I SOO GRADE POINT STAIlBt7355 i r E '`L ~~ 94.5 500 EL= 497J9 J h / ~ 490 \ \ \ 490 2 NORMAL TO -L- ! ~ SBL ~ \ 2 ~ l NORMAL TO -L- NBL \ ! \ 48O 2 \ ! ~ 1 NORMAL TO -L- \\ FUTURE -NBL- 4SO ~ ROADWAY CROSS \ -SBL- CONST. = Z6' SECTION I SBL- ROADWAi~ 500 YR -NBL- EXT. = 96' j CROSS SECTION \ WSEL = 47lA OVERALL LENGTH = 3/2' I \ 47O 50 YR \ WSEL 7 /~ YR ~ \ 47O ~ WSEL =4683 - . WSEL= 964.7~NORMALI~= _ .--- __ TOP OF BANK RT BANK ~ - - _- --_-----~ ~LT & RT~ c L 460 - ---- ai~ 02 J~ ~~ ~---~ ~ ~ ~ ~0 ~ ~ 460 WSEL= 962A __~ BURY NATURAL CULVERT Y 2'SILL CULVERT NV.IN 46050 EL = 45957 _ - _ /NV. 459J8 BURY CULVERT Y 450 STREAM BED ~ ~ !53' (BURIED YJ INV. pUT 458.60 63' ~ I. -I FUTURE~NBL- EXT ~I EST.CH.ANNEL 4,50 EXCAV._7/66 CU.YDS. 300 250 200 150 100 50 0 50 100 150 -200 250 300 PROFILE ALONG STRUCTURE SITE 2 NCI)®T SCALE . DNTSION OF ffiO9WAYS i"= 50' HORIZONTAL t "= 10' VERTICAL Permit t?~MiY Sheet ~ ~ ~_ 510 500 490 480 470 460 EXISTING STREAM 8E0 STAl37d95 -L- - (lJ 60' RCP SKEW = 79' ~' 00" GRADE POINT EL = 507J 2 ,~- INV.IN 47930 rsuRr n C EL = 477A5 - STA25-lO! SR3- GRADE POINT EL =508.42 490 i PROPOSEQ OTCB NATURAL I GROUND ~ 480 _ i 1 _--~ __ ' ~ 470 C EL =47432 /~ 472.45 EXISTING (8(/RlED YJ STREAM BED 300 250 200 150 100 50 0 50 100 150 200 250 300 PROFILE ALONG STRUCTURE SCALE: 1"= 50' HORIZONTAL 1"= 10' VERTICAL (sermit OrewinO Sheet.~.Q-°f ~.~