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HomeMy WebLinkAbout19960716 Ver 1_Complete File_19960729. r JAMES B. HUNT JR. GOVERNOR w?,A Pxr ?? STATE OF NORTH CAPOLINA DEPARTMENT OF TPANSPORTATION DIVISION OF HIGHWAYS P.O. BOX 25201, RALEIGH, N.C. 27611-5201 July 17, 1996 ?SSV---Q U. S. Army Corps of Engineers Raleigh Field Office 6512 Falls of the Neuse Road, Suite 105 Raleigh, North Carolina 27615 ATTENTION: Mr. Michael D. Smith, P. W. S. Dear Sir: Chief, North Section O? O Subject: Wake County, Replacement of Bridge No. 300 over Middle Creek on SR 1375, Federal Project No. BRZ-1375(1), State Project No. 8.2404401, T.I.P. No. B-3054. Please find enclosed three copies of the project planning report for the above referenced project. Bridge No. 300 will be replaced at its existing location with a bridge 41 meters (135 feet) long and 9.0 meters (30 feet) wide. Traffic will be detoured on existing secondary roads during construction. Construction of the proposed project may impact approximately 0.13 hectares (0.32 acres) of jurisdictional wetlands. The project is being processed by the Federal Highway Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). Therefore, we do not anticipate requesting an individual permit, but propose to proceed under a Nationwide Permit in accordance with 33 CFR Appendix A (B-23). The provisions of Section 330.4 and Appendix A (C) of these regulations will be followed in the construction of the project. We anticipate the 401 General Certification No. 2745 (Categorical Exclusion) will apply to this project, and are providing one copy of the CE document to the North Carolina Department of Environment, Health and Natural Resources, Division of Environmental Management, for their review. GARLAND B. GARRETT J R. SECRETARY 9 - r 2 If you have any questions or need additional information please call Ms. Alice N. Gordon at (919) 733-7844, Ext. 307. Sincerely, Franklin Vick, P. E., Manager Planning and Environmental Branch cc: w/attachment Mr. Ken Jolly, Corps of Engineers, Raleigh Field Office Mr. John Dorney, NCDEHNR, Division of Environmental Management Mr. Kelly Barger, P. E. Program Development Branch Mr. Don Morton, P. E., Highway Design Branch Mr. A. L. Hankins, P. E., Hydraulics Unit Mr. John L. Smith, Jr., P. E., Structure Design Unit Mr. Tom Shearin, P. E., Roadway Design Unit Mr. D. A. Allsbrook, P. E., Division 5 Engineer Mr. William T. Goodwin, Jr., P. E., P & E Project Planning Engineer f , T CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM TIP Project No. B-3054 State Project No. 8.2404401 Federal-Aid Project No.: BRZ-1375(1) A. Project Description : (include project scope and location) NCDOT will replace Bridge No. 300 on SR 1375 over Middle Creek in Wake County. The bridge will be replaced with a 41 meter (13 5 foot) long bridge at the existing location. The new bridge will have a 9.0 meter (30 foot) clear deck width which will provide a 7.2 meter (24 foot) travelway with a 0.9 meter (3 foot) offset on each side. Traffic will be detoured on existing secondary roads during construction. B. Purpose and Need: Bridge No. 300 has a sufficiency rating of 7.0 out of 100 and an estimated remaining life of 4 years. The deck of Bridge No. 300 is only 6.1 meters (20.0 feet) wide. The existing bridge is posted at 14 tons for single vehicles and at 17 tons for truck-tractor semi-trailers. For these reasons Bridge No. 300 needs to be replaced. C: Proposed Improvements: Circle one or more of the following improvements which apply to the project: Tyke II Improvements 1. Modernization of a highway by resurfacing, restoration, rehabilitation, reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking weaving, turning, climbing). a. Restoring, Resurfacing, Rehabilitating, and Reconstructing pavement (3R and 4R improvements) b. Widening roadway and shoulders without adding through lanes c. Modernizing gore treatments d. Constructing lane improvements (merge, auxiliary, and turn lanes) e. Adding shoulder drains f. Replacing and rehabilitating culverts, inlets, and drainage pipes, including safety treatments g. Providing driveways pipes h. Performing minor bridge widening ( less than one through lane) 2. Highway safety or traffic operations improvement projects including the installation of ramp metering control devices and lighting. a. Installing ramp metering devices b. Installing lights c. Adding or upgrading guardrail d. Installing safety barriers including Jersey type barriers and pier protection e. Installing or replacing impact attenuators f. Upgrading medians including adding or upgrading median barriers g. Improving intersections including relocation and/ or realignment h. Making minor roadway realignment i. Channelizing traffic j. Performing clear zone safety improvements including removing hazards and flattening slopes k. Implementing traffic aid systems, signals, and motorist aid 1. Installing bridge safety hardware including bridge rail retrofit 3. Bridge rehabilitation, reconstruction, or replacement or the construction of grade separation replace existing at-grade railroad crossings. a. Rehabilitating, reconstructing, or replacing bridge approach slabs b. Rehabilitating or replacing bridge decks c. Rehabilitating bridges including painting ( no red lead paint), scour repair, fender systems, and minor structural improvements ® Replacing a bridge (structure and/ or fill) 4. Transportation corridor fringe parking facilities. 5. Construction of new truck weigh stations or rest areas. 6. Approvals for disposal of excess right-of-way or for joint or limited use of right-of-way, where the proposed use does not have significant adverse impacts. 7. Approvals for changes in access control. 8. Construction of new bus storage and maintenance facilities in areas used predominantly for industrial or transportation purposes where such construction is not inconsistent with existing zoning and located on or near a street with adequate capacity to handle anticipated bus and support vehicle traffic. 9. Rehabilitation or reconstruction of existing rail and bus buildings and ancillary facilities where only minor amounts of additional land are required and there is not a substantial increase in the number of users. 10. Construction of bus transfer facilities (an open area consisting of passenger shelters, boarding areas, kiosks and related street improvements ) when located in a commercial area or other high activity center in which there is adequate street capacity for projected bus traffic. 2 4 11. Construction of rail storage and maintenance facilities in areas used predominantly for industrial or transportation purposes where such construction is not inconsistent with existing zoning and where there is no significant noise impact on the surrounding community. 12. Acquisition of land for hardship or protective purposes, advance land acquisition loans under section 3 (b) of the UMT Act. Hardship and protective buying will be permitted only for a particular parcel or a limited number of parcels. These types of land acquisition will not limit the evaluation of alternatives, including shifts in alignment for planned construction projects, which may be required in the NEPA process. No project development on such land may proceed until the NEPA process has been completed. D. Special Project Information Environmental Commitments: All standard measures will be implemented to avoid or minimize environmental impacts. 2. High Quality Water (HQW) sedimentation and erosion control measures will be implemented and strictly maintained throughout project construction. Estimated Costs: Construction $ 500,000 Right of Way $ 42,500 Total $ 542,500 Estimated Traffic: Current - 1800 VPD Year 2018 - 4800 VPD Proposed Typical Roadway Section: The approach roadway will be 8.4 meters (28 feet) wide with a 3.6 meter (12 foot) travel lane in each direction and 0.6 meter (2 foot) paved shoulders. Total usable shoulder width will be at least 2.4 meters (8 feet). Shoulders will be increased to at least 3.3 meters (11 feet) where guardrail is warranted. 3 Design Speed: Based on initial design, it appears that the design speed will be approximately 100 km/h (60 mph). Functional Classification: SR 1375 is classified as a Rural Local Route in the Statewide Functional Classification System. Division Office Comments: The Division Engineer agrees with the project recommendations, and recommends using SR 1503, US 401, and SR 1393 as the detour route as shown in Fig. 1. E. Threshold Criteria If any Type II actions are involved in the project, the following evaluation must be completed. If the project consists gply of Type I improvements, the following checklist does not need to be Completed. ECOLOGICAL YES NO (1) Will the project have a substantial impact on any unique or important natural resource? F-1 X (2) Does the project involve any habitat where federally 1 listed endangered or threatened species may occur? (3) Will the project affect anadromous fish? X (4) If the project involves wetlands, is the amount of permanent and/or temporary wetland taking less than X one-third (1/3) acre and have all practicable measures to avoid and minimize takings been evaluated? (5) Will the project require use of U. S. Forest Service lands? ? X (6) Will the quality of adjacent water resources be adversely impacted by proposed construction activities? El X 4 (7) Does the project involve waters classified as Outstanding Water Resources (OWR) and/or High Quality Waters X (HQW) ? (8) Will the project require fill in waters of the United States ? in any of the designated mountain trout counties? X (9) Does the project involve any known underground storage tanks (UST's) or hazardous materials sites? ? X PERMITS AND COORDINATION (10) If the project is located within a CAMA county, will the project significantly affect the coastal zone and/or any ? X "Area of Environmental Concern" (AEC)? (11) Does the project involve Coastal Barrier Resources Act resources? ? X (12) Will a U. S. Coast Guard permit be required ? ? X (13) Will the project result in the modification of any existing ? regulatory floodway? X (14) Will the project require any stream relocations or channel changes? F1 X SOCIAL AND ECONOMIC YES NO (15) Will the project induce substantial impacts to planned ? growth or land use for the area? X (16) Will the project require the relocation of any family or business? ? X (17) If the project involves the acquisition of right of way, is the amount of right of way acquisition considered minor? X CJ 5 (18) Will the project involve any changes in access control ? L?_J X (19) Will the project substantially alter the usefulness and/ or land f - - use of any adjacent property? X (20) Will the project have an adverse effect on permanent local X traffic patterns or community cohesiveness? -- (21) Is the project included in an approved thoroughfare plan and/ or Transportation Improvement Program (and is, X D therefore, in conformance with the Clean Air Act of 1990)? - (22) Is the project anticipated to cause an increase in traffic X volumes? (23) Will traffic be maintained during construction using existing roads, staged construction, or on-site detours? X (24) Is there substantial controversy on social, economic, or ? environmental grounds concerning the project? X (25) Is the project consistent with all Federal, State, and local laws relating to the environmental aspects of the action? X CULTURAL RESOURCES YES NO X (26) Will the project have an "effect" on properties eligible for 1-1 X or listed on the National Register of Historic Places? a (27) Will the project require the use of Section 4(f) resources (public parks, recreation lands, wildlife and waterfowl ? Section 4(f) of the U. S. Department of Transportation X Act of 1966)? (28) Will the project involve construction in, across, or adjacent to a river designated as a component of or proposed for ? X inclusion in the natural Wild and Scenic Rivers? - 6 4 F. Additional Documentation Required for Unfavorable Responses in Part E (Discussion regarding all unfavorable responses in Part E should be provided below. Additional supporting documentation may be attached as necessary.) (1) Response to question 2 on page 4 - endangered species. While the dwarf wedged mussel is found in areas of Middle Creek, surveys for the species were conducted on September 5, 1995 and no specimens were found. Further, the NC Natural Heritage Program database of rare species and unique habitats does not indicate any populations of dwarf wedged mussel in the project vicinity. This project will not affect the dwarf wedged mussel. 7 0 G GAP,) '?. F' ? p ?y /itIti100% CE Approval TIP Project No. B-3054 State Project No. 8.2404401 Federal-Aid Project No.: BRZ-1375(1) Project Description : (include project scope and location) NCDOT will replace Bridge No. 300 on SR 1375 over Middle Creek in Wake County. The bridge will be replaced with a 41 meter (135 foot) long bridge at the existing location. The new bridge will have a 9.0 meter (30 foot) clear deck width which will provide a 7.2 meter (24 foot) travelway with a 0.9 meter (3 foot) offset on each side. Traffic will be maintained on existing secondary roads during construction. Categorical Exclusion Action Classification: (Check one) Approved TYPE II (A) X TYPE II (B) Z_7461 V Date Assistant Manager Planning & Environmental Branch 44 Y il Q_ E-J1, - a-.#- Date Project Manning Unit Head Date Project Planning Engineer For Type II (B) projects only: tat4?6 P 6 Divis14 Administrator iFederal Highway Administration 8 .ill <<<`? LLL °! IN} U` u? ? °s I Iit r e u b °? III II I Wake T?ehlioal III 11 co"" .16 till lin II I II 11 Lw l l 11 Im I II II 11 I I j I Swi. _ .OJ ULL ivi Studied Detour Route I` NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PLANNING AND ENVIRONMENTAL BRANCH WAKE COUNTY REPLACE BRIDGE NO. 300 ON SR 1375 OVER MIDDLE CREEK B - 3054 1 0 mile 1 FIG. 1 V Ff Vr w++p'? North Carolina Department of Cultural James B. Hunt, Jr., Governor Betty Ray McCain, Secretary February 14, 1995 Nicholas L. Graf Division Administrator Federal Highway Administration Department of Transportation. 310 New Bern Avenue Raleigh, N.C. 27601-1442 Re: Replace Bridge #300 on SR 1375 over Middle Creek, Wake County, B-3054, Federal Aid Project No. BRZ-1375(1), State Project No. 8.2404401, ER 95-8112 Dear Mr. Graf: GE I VF O Q? FEB 17 1995 Divisio Will i r or ? FN?RONN?? On February 7, 1995, Debbie Bevin of our staff met with North Carolina Department of Transportation (NCDOT) staff for a meeting of the minds concerning the above project. We reported our available information on historic architectural and archaeological surveys and resources along with our recommendations. NCDOT provided project area photographs and aerial photographs at the meeting and for our use afterwards. Based upon our review of the photographs and the information discussed at the meeting, we offer our preliminary comments regarding this project. In terms of historic architectural resources, we are aware of no historic structures located within the area of potential effect. We recommend that no historic architectural survey be conducted for this project. There are no recorded archaeological sites in the general project vicinity. It is likely that as yet unrecorded resources may be affected by the proposed bridge replacement. Please forward information concerning the location of the replacement, detour structures, additional right-of-way, and approach work in order that we may complete our review. Having provided this information, we look forward to receipt of either a Categorical Exclusion or Environmental Assessment which indicates how NCDOT addressed our comments. The above comments are made pursuant to Section 106 of the National Historic Preservation Act of 1966 and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106, codified at 36 CFR Part 800. 109 East Jones Street - Raleigh, North Carolina 27601-2807 I Thank you for your cooperation and consideration. If you have questions concerning the above comment, please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. V? 77!,O? David Brook Deputy State Historic Preservation Officer DB:slww cc:L" H. F. Vick B. Church T. Padgett i r SU1r o? ?? rah L STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR. GOVERNOR P.O. BOX 25201. RALEIGH. N.C 27611-5201 SECRETARY 02 January 1996 MEMORANDUM TO: P. Wayne Elliott, Unit Head Bridle Unit ATTENTION: Bill Goodwin. Project Manager Project Planning Urli? FROM: Dale W. Suiterst""E "ironmental Biology,,ist Environmental Unit SUBJECT: Proposed replacement of Bridge Number 300 on SR 137 over `diddle Creek, Wake County, NC. T.I.P. No. B-3052: State Project No. 5.2404401: Federal Project No. BRZ-1375(1). This report is to assist in the preparation of a Programmatic Categorical Exclusion (PCE) for the subject project. Water resources. biotic resources and jurisdictional issues such as wetlands and federally-protected species are included in this report. A completed ecological threshold checklist for a PCE is also attached. This project involves the replacement of Bridge No. 300 on SR 13-5 over diddle Creek. The existing and proposed right-of-way (ROW) for this project is 1S.3 in (60.0 ft). The only alternative proposed involves replacing the bridge at the existin` location Traffic will be rerouted on existing roads during the construction of the new bridle. WATER RESOURCES Water resources located within the project vicinity lie in the Neuse River Drainage Basin. Middle Creek on<,inates approximately 16.1 km (10.0 mi) northwest of the project site in southeastern Wake County and flows into the Neuse River near Smithfield. Johnston County. Figure I shows the general area of the project site in Wake County. At the project site. this stream is approximately 6.1 m (20.0 ft) wide and has slow to moderate flow. The stream is approximately 30.5 cm (1.0 ft) deep with a substrate of Mud and gavel. Streams have been assigned a best usage classification by the Division of Environmental Management (DEM). The best usage classification for Middle Creek (DEM Index No. 27--}3-13-(-F)1 is 0 C b ?? I ? ? u -4V•:?e, v A '' ' ,em ? ? / Ape. 1 I AN L.A. Q?AMw 7L? •'+ i S II 1 l ? 1 43Z?pn? Y?1•Y ?IIl1• r t~ 111? Son dl. 1 NORTH CAROLINA DEPARTNIEN7 c TRANSPORTATION DIVISION' OF HIGHWAYS PLANNING AND ENVIRONMEN7AL BRANCH WAKE COUNTY REPLACE BRIDGE NO. 700 ON SR 1375 OVER MIDDLE CREEK B - 3054 0 mile 1 F?G. 1 3 Class C NSW. Class C refers to maters suitable for aQuatlc life propagation and survival. fishing, wildlife. secondary recreation and agriculture. Middle Creek has also been assigned a supplemental classification of NSW. The NSW supplemental classification was assigned to diddle Creek since the stream contains Nutrient Sensitive Waters. Because of this designation, the DES( has placed limitations on nutrient inputs to this stream. Neither High Quality Waters (HQW), Water Supplies (WS-I or WS-II) nor Outstanding Resource Waters (ORW) occur within 1.6 km (1.0 mi) of the project study area. The Benthic Macroinvertebrate Ambient Network (BMAN) is managed by the DELI and is part of an ongoing ambient water qualit} monitoring program which addresses long term trends in water quality. The program assesses water quality by sampling for selected benthic macroinvertebrate organisms at fixed monitoring sites. ?Iacroinyertebrates are sensitive to very subtle changes in water quality; thus. the species richness and overall biomass of these organisms are reflections of water quality. In May 1986. `diddle Creek received a BRIAN rating of fair at the project site (NC DEHNR 1991). Point source dischargers throughout North Carolina are permitted through the National Pollutant Discharge Elimination System (NPDES) program. Any discharger is required to register for a permit. Several permitted dischargers are located along `diddle Cree'.t. Table 1 summari7_es the permitted dischargers along this portion of Middle Creek and their distance upstream or downstream from the project site. Table 1. Permitted dischargers for diddle Creek Permitted Discharger Direction Distance diddle Creek Development Upstream 1.0 km (0.6 mi) CC Propoerties. Inc. Upstream 1.6 lm (1.0 in i) Town of Cary - South %VWTP Upstream '.'9 km ( 1.8 mi ) Levinson Steel Co. Downstream 1.3 km (O.S mil The construction of this project may result in: increased erosion, sedimentation and siltation: - changes in light incidence and water clarity due to increased sedimentation and yc?__,ctation removal: alteration of water leveIs and flows due to interruptions and/or additions to surface and round water flow from construction: chances in water t-emneraturc due to vegetation removaI; and - increased concentration of toxic compounds from highway construction and toxic spills. Precautions should be taken to minimize these and other impacts to water resources in the study area. This can be accomplished b protecting stream bank vegetation. installing silt Y fences as well as other erosion and sedimentation controls. NCDOT*s Best Management Practices for the Protection of Surface Waters and Sedimentation Control guidelines should be strictly enforced during the construction stage of the project. Provisions to preclude unnecessary contamination by toxic substances during the construction interval should also be strictly enforced. BIOTIC RESOURCES Two main terrestrial plant communities are present in the project study area: a Piedmont/Mountain Bottomland Hardwood Forest and a disturbed roadside shoulder. One aquatic community. a Piedmont Perennial Stream. is also present in the study area. Fauna observed during the field investigation are indicated with an asterisk (*). Piedmont / Mountain Bottomland Hardwood Forest Dominant canopy species found in this Piedmont Bottomland Hardwood Forest include sweet gum (Liquidambar styraciflua), green ash (Fraxinus pennsvlvanica). tulip poplar (Liriodendron tulipifera). swamp chestnut oak ( uercus michauxii), beech (Fagus erandifolia) and red maple (Ater rubrum). River birch (Betula ni2ra). sycamore (Platanus occidentalis) and water oak Quercus ni:ra) are common along the banks of Middle Creek. Shrubby species such as American holly (Ilex onaca). privet (Licustrum sinene). green ash. arrowwood (Viburnum dentatum). laurel oak (Quercus laurifolia) and American strawberry-bush Quonymus americans) are common throughout the project area. Fines such as Virginia creeper (Parthenoci,sus cLuinc?uefolia) trumpet creeper (Campsis radicans), Japanese honeysuckle (Lonicera japonica) and greenbrier (Smilax rotundifolia) are present. Species comprising the herbaceous laver include cardinal flower (Lobelia cardinalis), poison ivy (Toxicodendron radicans). Virginia knotweed (Tovara virwiniana). clammy hedge-hyssop (Gratiola neelecta) and winged monkey-flower (Mimulus alatus). Spotted touch-me-not (Impatiens capensis), false nettle (Boehmeria cvtindrica). clear weed (Pilea Rumila), river oats (Chasmanthium latifolium) and giant cane (Arundinaria eigantea) are herbaceous species that are indicators of the hydric conditions present at the project site. Other herbaceous species present include panic grass (Panicum sp.). Chinese yam (Dioscorea oppositifolia), ginger (Hetiastylis arifolium) and Christmas fern (Polystiehum acrostichoides). A variety of animal species inhabit this Bottomland hardwood forest. Mammals common in bottomland hardwood forests include white-tailed deer (Odocoileus vir,inianus). Virginia opossum (Didelphis yireinana), raccoon* (Procyon lotor). and hispid cotton rat (Siamodon hispidus). Avian species found in the forests of the project area include Carolina wren's (Thrvothorus tudovicianus), American crow* (Corvus brachyrhvnchos), yellow billed cuckoo* (Coccvzus americanus). northern cardinal (Co. rdinaIis card inaIis). ruby throated hummingbird (Archilochus colubris). blue jay (Cyanocitta cristata). Carolina chickadee (Parus carolinensis) and sreat blue heron (Arden herodias). Reptilian species found in this bottomland hardwood forest include eastern box turtle? (Terraoerne carolina) and yellow bellied slider" (Chrvsemys scripta scripta). Amphibians such as the bullfrog* (Rana catesbeiana). northern cricket frog* (Acris creoitans crepitans) and pickerel frog* (Rana palustris) were found here. Disturbed Roadside Shoulder Disturbed or maintained areas are located along the roadside throughout the project study area. The dominant vegetation of this community includes herbaceous species such as: poison ivy (Toxicodendron radieans). Japanese grass (Microstegium vimineum). ye!Iow wood sorrel (OxaIis stricca), pokeweed (PhytoIacca americans). around ivy (Glechom;3 heder.acea). yard rush (Juncus t,enuis). hlac:<berry (Rubus sp. ). greenbrier sensitive fern (Onoclea sensibiIis) and climbing hempvine (>likania scandens) Many of the same species that occupy the bottomland hardwood sorest also use this disturbed communit%. Common bird species expected here include the Carolina wren. ruby-throated hummingbird and Carolina chickadee. White-tailed deer. Virginia opossum and raccoon are lively to use this community- for foraging. Terrestrial communities found in the stud,,- area serve as nestins. feeding and sheltering_ habitat for Various Wildlife. Ha;)itat reduction concentrates wildlife into smaller areas of refute. thus causing some species to become more susceptible to disease. predation and starvation. Project construction «vill result in the clearing and degradation of portions of these communities. Estimated impacts are derived using a ROW width of 1S.3 m (60.0 ft). Usua11% project construction does not require the entire ROW width; therefore. actual impacts may be considerably less. The construction of a replacement bridge on site could potentially destroy approximately 0.1- ha (0.=3 ac) of disturbed area aloniz the roadside shoulders. Approximately 0.13 ha (0.32 ac) of the Piedmont Bottomland Hardwood Forest falls within the project right-of-way and is subject to destruction or degradation. Most of this bottomland hardwood forest would also classify as jurisdictional wetland. Piedmont Perennial S.trcam Middle Creek contains habitat for various species of freshwater fish. mussels and aquatic insects. hater boatman* (family Corixidae) and water striders'r (family- Gerridae) are common in calm stretches of the stream and along the edges. Fish tioecies found in :diddle Creek include tessellated darter 6 (Etheostoma olins tedi), redbreast sunfish (Lepomis auritus). common carp (Cyorinus carpio), largemouth bass (Mieropterus salmoides) and black crappie (Pomoxis nizromaculatus). NCDOT biolo,ist. Tim Savidse collected common elliptio mussels (Elliptic, spp.) and Asiatic clams (Corbicula fluminea) near the project site. The NC Natural Heritage Pro-ram lists the followin?_, state rare freshwater mussels from this section of Middle Creek: squawfoot (Strophitus undulatus) (between SR 197-5 and SR 1356) and eastern lampmussel (Lampsilis radiata), trianvle floater (Alasmidonta undulata) and notched lampmussel (Villosa constricta) (upstream from the project site). JURISDICTIONAL ISSUES Surface Waters and Wetlands Surface waters and jurisdictional wetlands fall under the inroad cateror} of "Waters of the United States." as defined Section 33 of the Code of Federal Register (CFR) Part 3'5.3. Wetlands. defined in 33 CFR 325.3, are those areas that are inundated or saturated by surface or ground water at a frequenc% and duration sufficient to support. and under normal circumstances do support. a prevalence of vegetation typically adapted to life in saturated conditions. And- action that proposes to place fill :material into these areas falls under the jurisdiction of the U.S. Army Corps of Engineers (COE) under Section 404 of the Clean Water Ac: (CWA) (33 U.S.C_. 1344). Criteria to determine the presence of jurisdictional wetlands tic vegetation and includes evidence of hydric soils, hydrophy hydrolos!v. Wetlands that may be impacted by this project are located on both sides of SR 13-5. The total area of wetlands within the proposed rialit -of -wav is appro:cimatety 0.13 ha (0.33 acl Hvdrophvtic veactation present inciudes sweet gum. swan"n chestnut oa'.?_. svcamore and river birch. Other hydroph%tic species are listed in the Piedmont Bottomland Hardwood Forest communit• description. Saturated soils with a chroma of two (10YR 6/2) (according to the Mansell color charts) were also present. Mottles in the soil were 2.5Y 3/2. The adjacent bottomland hardwood forests along, diddle Creek outside of the proposed RO'X are also predominantly wetland. Middle Creek is the only surface water in the project study area. Permits . Impacts to surface waters and wetlands are anticipated from project construction. In accordance with provisions of Section 101 of the MVA. a.pesmit will be required from the COE for dischar,e of dredge or fill material into "Waters of the United States." Section 401 of the CWA requires that the state issue or deny water certification for any federalI ' y permitted or licensed activity' that may result in a discharge to Waters of the United States. This project will require a 401 Water Quality Certification from the DE)I prior to the issuance of the Nationwide Permit. Since this is a Programmatic Categorical Exclusion. a Section 404 Nationwide Permit 33 CFR 330.5 (A) (23) is likely to be applicable for all impacts to Waters of the United States from the proposed project. This permit authorizes activities undertaken. assisted. authorized, regulated, funded or financed in whole. or part by another Federal agency or department where that agency or department has determined pursuant to the council on environmental quality regulation for implementing the procedural provisions of the National Environmental Policy Act: (1) that the activity, work. or discharge is categorically excluded from environmental documentation because it is included within a category of actions which neither individually nor cumulatively have a significant effect on the human environment. and: (?) that the office of the Chief of Engineers has been furnished notice of the aL-ency's or department's application for the programmatic categorical exclusion and concurs with the determination. The COE has adopted, through the Council of Environmental Quality (CEQ). a wetland mitigation policy which embraces the concept of "no net loss of wetlands" and sequencing. The purpose of this policy is to maintain and restore the chemical. biological and physical integrity of Waters of the United States. specifically wetlands. Mitigation of wetland impacts has been defined by the CEQ to include: avoiding impacts (to wetlands). minimizing impacts, rectifying impacts, reducing impacts over time and compensating for impacts (40 CFR 150S.20). Each of these three aspects (avoidance. minimization and compensatory mitigation) must be considered sequentially. Avoidance mitigation examines all appropriate and practicable possibilities of averting impacts to Waters of the United States. Minimization includes the examination of appropriate and practicable steps to reduce the adverse impacts to Waters of the United States. Compensatory mitigation is not normally considered until anticipated impacts to Waters of the United States have been avoided and minimized to the maximum extent possible. FEDERALLY PROTECTED SPECIES Plants and animals with federal classifications of Endangered. Threatened. Proposed Endangered and Proposed Threatened are protected under provisions of Section , and Section 9 of the Endangered Species Act. As of 3S March 1995. four species are listed for Wake County (U.S. Fish and Wildlife Service 1990. A summary of each species' natural history and distribution follows. S Table ?. Federally-Protected Species for Wake County. Scientific Name Common Name Status Alismodonta heterodon dwarf wedge mussel E Haliaeetus leucocenhalus bald eagle E Picoides borealis red-cockaded woodpecker E Rhus michauxii Michaux's sumac E "E" denotes Endangered (a species that is threatened with extinction throughout all or a significant portion of its range). Alismodonta heterodon (dwarf «vedge mussel) E .-animal Family: [:nionidae Date Listed: March 14. 1990 Distribution in N.C.: Franklin. Granville. Halifax. Johnston. Nash. Vance, Wake. Warren, Wilson. The dwarf wedge mussel is a small mussel having a distinguishable shell noted by two lateral teeth on the right half and one on the left half. The periostracum (outer shell) is olive green to dart: brown in color and the nacre (inner shell) is bluish to silvery white. Known populations of the dwarf wedze mussel in North Carolina are found in diddle Creek and the Little River of the `ease River Basin and in the Lipper Tar River and Cedar. Crooked. and Stony Creeks of the 'Far River system. This mussel is sensitive to agricultural. domestic, and industrial pollutants and requires a stable silt free streambed with well oxvsgenated water to survive. Biological Conclusion: No Effect NCDOT biologist Tim Savids-e surveyed Middle Creek at the project site for dwarf wedge mussels on 05 September 1995 and found no specimens of this species. Further, the NC Natural Heritage Program database of rare species and unique habitats does not indicate any Populations of dwarf wedge mussel in the project vicinity. This project will not affect the dwarf wedge mussel. Haliaeetus leucocenh_alus (bald eagle) E An ilnaI Family: Accipit ridae Date Listed: March 11, 1967 Distribution in N.C.: Anson, Beaufort. Brunswick. Carteret, Chatham. Chowan, Craven. Dare, Durham. Guilford, Hyde. Montgomery. Now Hanover. Northhampton. Periquimans, Richmond. 9 St anIev. Vance. Wake. Washington adult bald eagles can be identified by their large white head and short white tail. The body plumage is dark-brown to chocolate-brown in color. In flight bald eagles can be identified by their flat wing soar. Eagle nests are found in close proximity to water (within a half mile) with a clear flight path to the water. in the largest living tree in an area, and having an open view of the surrounding land. Human disturbance can cause an eagle to abandon otherwise suitable habitat. The breeding season for the bald eagle begins in December or January. Fish are the major food source for bald eagles. Other sources include coots, herons, and wounded ducks. Food may be live or carrion. Biological Conclusion: No Effect Middle Creek, the only body of water in the project site. is not large enough to support bald eagle foraging. The forested areas near the project site do not contain any tall trees suitable for bald eagle nests. The NC Natural Heritage Program database of rare species and unique habitats does not indicate any populations of bald eagles in the vicinity of the project. This project will not affect the bald ea?_,le. Picoides borealis (red-cockaded woodpeck,_r) E Animal Family: Picidae Date Listed: October 13. 1970 Distribution in N.C.: Anson. Beaufort. Bercie. Bladen. BrunSWick. Camden. Carteret. Chatham. Columbus. Craven. Cumberland. Dare. Duplin. Forsyth. Gates. Halifax. Harnett. Hertford. Hoke. Hyde. Johnston. Jones. Lee. Lenoir. Montgomery. Moore. Nash. New Hanover, Northhampton. Onslow. Orange. Pamlico. Pender, Perquimans. Pitt. Richmond. Robeson. Sampson. Scotland. Tyrrell. Wake. Wayne. Wilson. The adult red-cockaded woodpecker (RC`.C) has a plumage that is entirely black and white e::cept for small red streaks on the sides of the nape in the male. The back of the RCW is black and white with horizontal stripes. The breast and underside of this woodpecker are white streaked flanks. The RMV has a large white cheek patch surrounded by the black- cap. nape, and throat. The RC%V uses open old growth stands of southern pines. particularly lon-leaf pine (Pinus palustris). for foraging and nesting habitat. A forested stand must contain at least ?0':? pine. lack a thick understorv. and be contiguous with 10 other stands to be appropriate habitat for the RO . These birds nest exclusively in trees that are >60 Fears old and are contiguous with pine stands at least 30 years of age. The foraging range of the RCW is up to 200 hectares (500 acres). This acreage must be contiguous with suitable nesting sites. These woodpeckers nest exclusively in living pine trees and usually in trees that are infected with the fungus that causes red-heart disease. Cavities are located in colonies from 3.6-30.3 m (12-100 ft) above the around and average 9.1- 15.7 m (30-50 ft) high. They can be identified by a large incrustation of running sap that surrounds the tree. The RMV lays its eggs in April, May. and June; the eggs hatch approximately 38 days later. Biological Conclusion: No Effect The project cicinit}' is mainly composed of a bottomland hardwood forest. No pine stands are present at or near the project site. Thus. suitable habitat for this species does not exist. The NC Natural Heritage Program database of rare species and unique habitats does not indicate any populations of red-cockaded woodpeckers in the project vicinity. Therefore, this project will not affect the red-cockaded woodpecker. Rhus mi chaux 1 (Michaux's sumac) E Plant Family: Aria ca rd iac eae Federally Listed: September ?5. 1959 Flowers Present: June Distribution in N.C.. Columbus. Davie. Durham. Fran'_lin. Hoke. Lincoln. Moore. Orange. Richmond. Robeson. Scotland. Wake. WiIson. 14ichaux's sumac is a densely pubescent rhizomatous shrub. The bases of the leaves are rounded and their edges are simply or doubly serrate. The flowers of Michaux's sumac are greenish to white in color. Fruits. which develop from :august to September on female plants, are a red densely short-pubescent drupe. This plant occurs in rocky or sandy open woods. Michaux's sumac is dependent on some sort of disturbance to maintain the openness of its habitat. It usually grows in association with basic soils and occurs on sand or sandy Ioams. Mlchau\'s sumac crows only in open habitat where it can Let full sunlight.. Michaux's sumac floes not compete well with other species. such as Japanese honeysuckle. with which it is often associated. Biological Conclusion: No Effect Only' marginal habitat exists for this species at tht 11 project site. Most of the disturbed community is mowed on a regular basis. A plant by plant survey for Rhus michauxii was conducted at the site and no specimens were found. The \C Natural Heritage Program database of rare species and unique habitats does not indicate any populations Michaux's sumac in the project vicinity. This project will not affect Michaus's sumac. cc: V. Charles Britton. Ph.D.. Unit Head Hal Bain. Environmental Supervisor St phanie Briggs, Permits Supervisor ?i le B-305-1 . ., . E. Threshold Criteria Date: 1/93 Revised: 1/94 If any Type II actions are involved with the project, the following evaluation must be completed. If the project consists only of Type I improvements, the following checklist does not need to be completed. ECOLOGICAL YES NO (1) Will the project have a substantial impact ? on any unique or important natural resource? (2) Does the project involve habitat where federally listed endangered or threatened 7V-- (3) species may occur? Will the project affect anadromous fish? F-1 (4) If the project involves wetlands, is the amount of permanent and/or temporary wetland taking less than one-third ? ? (1/3) of an acre AND have all practicable measures to avoid and minimize wetland takings been evaluated? (5) Will the project require the use of ? V/ U. S. Forest Service lands? (6) Will the quality of adjacent water ? - resources be adversely impacted by k/ proposed construction activities? (7) Does the project involve waters classified ? as Outstanding Water Resources (OWR) and/or High Quality Waters (HQW)? (S) Will the project require fill in waters of ? the United States in any of the designated mountain trout counties? (9) Does the project involve any known ? underground storage tanks (UST's) or hazardous materials sites? 4 r Date: 1/93 Revised: 1/94 PERMITS AND COORDINATION YES NO (10) If the project is located within a CAMA county, will the project significantly affect the coastal zone and/or any "Area of Environmental Concern" (AEC)? (11) Does the project involve Coastal Barrier ? j/ Resources Act resources? (12) Will a U. S. Coast Guard permit be ? required? (13) Will the project result in the modification ? 1/ of any existing regulatory floodway? (14) Will the project require any stream ? relocations or channel changes? SOCIAL AND ECONOMIC (15) Will the project induce substantial impacts ? to planned growth or land use for the area? (16) Will the project require the relocation of F-1 any family or business? (17) If the project involves the acquisition of ? right of way, is the amount of right of way acquisition considered minor? (13) Will the project involve any changes in access control? (19) Will the project substantially alter the usefulness and/or land use of adjacent property?* (20) Will the project have an adverse effect on permanent local traffic patterns or community cohesiveness? F-1 F-1 1-1 r r Q • • a r3 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JP. GOVERNOR `-I?:1OR?,iJDliM TO: ^, ^1 ."1 ^ T T P.O. BOX 25201. RALEIGH. N.C. 276JL520 ;e?tem?er lam, - Wayne ?lliot, Unit Head Eridge Unit Bill Goodwin, Project Manaaer R. SAMUEL HUNT I II SECRETARY Tim, :-7. Savid::_, Environmental B..`-oust :'vi_-:1r,menr_al Un_t r ^te_t ed''_'_l?_°e'_ SI=Vc'/ 11 LCr =C'w0_ ?C ?e(=! aces °i. _ OL Pr1dg--:? i,io. 3( C1 on Cj1 i 7? nV I't Cc11E Cree-f j'7_'.- C ? - - l- N ri ,! T - S. t. _ aanQ=reCS il_l ?e f ' - - i- r _S its=eC L;L - (J.S ?'1__ 1 a:iCl iVLIQ-.i-- Se, _ :_ =o r `,,7=.Y : Coun -J . T :e rrc posed proj ec will irr.'.Da•_ Cr r r ?:u3 Ze?" GI_ -'Member 05, 199S by iJCDOT bl0loais Tim. SaVi die. ':r`: ,J i(le == OQC! OC_ncludea Vi Eua l and tacti searc;z' na y' ;aC_na _n t-:°_ stream. !-! LOtc.l of 37, common e11; t'.ti (D ',RU :Sc_S rr ) were found in 1 man.-hour (n-,.hr) . The _.:rodu,_=_a clam (Corbicola fl uminea}wa: _'Dund to to t.._ fc'1rIQ. mo_ _ .?i:u?lGn bi'i=1ve in 1`I1ad-Le Creek No DNINI were '--) LjGiCaL ("'.1CLUSIOt•d: NT:-; F'ffec _s Give e S'1_ve'•/ resuit _s a_rparent --at t-e -r -7. 4 no- present in this segment of Middle Creek. It :.an be concluded that conZtruction of this project wi 11 1-ve no >_m-act of the cwarf-wedge mussel. Strict adhere-nce to the Eesc Man=cc-m=nt Practic (SMP's) for the-- rrot_c`_-on o- surrace waters will ensure that t-he musse_ e--L _n Mil ddle Creek will not be adverse',, i'.npact =d by thy- ; rC-O;used action. . V. Charles Bruton, Ph. D, Hal Bain, Environrlental F'il?. B-30 r it =: S -ct-Lon 7 Aaua __c Unit Head Environmental Unit Surervisor I??;ues N. C. DEPARTMENT OF TRANSPORTATION TRANSMITTAL SLIP DATE (FV•?A_. -901P. NO. OR ROOM, RLD0. , -DER NR-b im 1 R O. OR ROOM, BLDG. ACTION ? NOTE AND FILE ? PtR- OUR CONVERSATION ? NOTE AND RETURN TO MR ? Pit YOUR REQUEST ? RETURN WITH MORE DETAILS ? FOR YOUR APPROVAL ? NOTE AND SEE ME ABOUT THIS FOR. YOUR INFORMATION ? PLEASE ANSWER ? FOR YOUR COMMENTS ? PREPARE REPLY FOR MY SIGNATURE ? SIGNATURE ? TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT COMMENTS i A . '" JAMES B. HUNT, JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT III GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 SECRETARY February 24, 1995 RECEIVED FEB 1 0 1995 ENVIRONMENTAL SCIENCES MEMORANDUM TO: Project File BRANCH '661 FROM: Bill Goodwin Project Planning Engineer SUBJECT: Scoping Meeting for Replacement of Bridge No. 300 on SR 1375 over Middle Creek, Wake County, Federal Aid Project No. BRZ-1375(1), State Project No. 8.2404401, TIP No. B-3054 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION A scoping meeting for the subject project was held on February 7, 1995. The following persons were in attendance: David Cox Debbie Bevin Buddy Gregg Don Sellers Sid Autry Ray Moore Ramesh Fofaria Darin Wilder Jerry Snead Steve Drum Doug Burns Bill Goodwin A „?. STAI( ? ww NC WRC SHPO Division Five Right of Way Location and Surveys Structure Design Structure Design Program Development Hydraulics Roadway Design Roadway Design Planning and Environmental The following is a summary of comments made at the scoping meeting and through correspondence prior to the meeting. This project will be designed in Metric units. The design speed will be 100 km/h (62 mph). Utility conflicts will be low for this project. The only known utility in the project area is an underground telephone line which runs along the eastern shoulder of SR 1375. The line is hung overhead in the vicinity of the existing bridge. The proposed structure will be 9 meters (30 ft) wide, with two 3.6 meter (12 ft) travel lanes and 0.9 meter (3 ft) shoulders. The roadway approaches will have two 3.6 meter (12 ft) travel lanes, 0.6 meter (2 ft) paved shoulders and a total usable shoulder width of at least 2.4 meters (8 ft). w February 24, 1995 Page 2 Mr. Eric Galamb of DEM indicated, by telephone prior to the meeting, that Middle Creek is classified as Class C, Nutrient Sensitive. Implementation of standard erosion control measures was suggested. Mr. David Cox of NC WRC indicated that Middle Creek may contain one or more species of endangered mussels. A complete biological investigation will have to be undertaken to evaluate their presence. If endangered mussels are found High Quality Water (HQW) sedimentation and erosion control measures may be required, as well as other possible environmental commitments. Mr. Cox contacted me after the meeting to state that Middle Creek is designated as a Critical Habitat Area for mussels, including several species of state or federally endangered mussels. Coordination with NC WRC will be required to minimize possible impacts to the waters of Middle Creek. HQW sedimentation and erosion control measures will be required. Ms. Debbie Bevin of the State Historic Preservation Office (SHPO) indicated that there are no known architectural or archaeological sites in the immediate project area. No architectural survey is required; however, an archaeological survey may be required if an on-site detour is used. Mr. Jerry Snead of the Hydraulics Unit indicated that a new structure approximately 41 meters (135 feet) long will be required to replace the existing bridge. The new structure can be built at the existing bridge deck elevation of 4 meters (13 feet) above the streambed. If an on-site detour is required, a 21 meter (70 feet) long temporary structure can be constructed. The temporary structure can be approximately one meter (3 feet) lower than the existing bridge. The Division Engineers Office has indicated that a local detour, using SR 1503, US 401, and SR 1393 would be preferred. Two alternates will be evaluated for replacing bridge number 300 over Middle Creek. These alternates are: Alternate One - close SR 1375 to through traffic using local road for a detour, remove the existing structure, and construct the new bridge at the location of the existing bridge Alternate Two - construct an on-site detour downstream of the existing structure, remove the existing structure, and construct the new bridge at the location of the existing bridge. Construction cost estimates for both alternates will be provided to concerned parties as soon as they are available. At this time alternate one appears to be preferable due to the reduced environmental effects associated with using a local detour and the existing bridge location. A final recommended alternate will be selected in the environmental document. The current project schedule calls for right of way acquisition to begin in January 1997 and construction to begin in April 1998. WTG/plr Attachment cc/att: Scoping Meeting Participants BRIDGE PROJECT SCOPING SHEET 2/22/95 TIP PROJECT: B-3054 DIVISION: Fifth F. A. PROJECT: BRZ-1375(1) COUNTY: Wake STATE PROJECT: 8.2404401 ROUTE: SR 1375 DESCRIPTION: Replace Bridge No. 300 on SR 1375 over Middle Creek PROJECT PURPOSE: Replace obsolete bridge PROJECT U.S.G.S. QUAD SHEET(S): Lake Wheeler ROADWAY CLASSIFICATION: Minor Collector CONSTRUCTION COST (INCLUDING ENGINEERING AND CONTENGENCIES) ............................. $ 700,000 RIGHT OF WAY COST (INCLUDING RELOCATION, unL mEs, AND ACQUISITION) ................... $ '700,000 TOTAL COST ................................................................................................................................ $ ?00,000 TIP CONSTRUCTION COST ........................................................................................................ $ 350,000 TIP RIGHT OF WAY COST ........................................................................................................ $ 25,000 PRIOR YEARS COST .................................................................................................................... $ 0,000 TIP TOTAL COST ........................................................................................................................ $ 375,000 WILL THERE BE SPECIAL FUNDING PARTICIPATION BY MUNICIPALITY, DEVELOPERS, OR OTHERS? YES OR tE (CIRCLE ONE) IF YES, BY WHOM? WHAT AMOUNT? $ OR % TRAFFIC: CURRENT 1800 VPD; DESIGN YEAR 4500 VPD TTST 1 % DUAL 2 % E'.%CSTING ROADWAY TYPICAL SECTION: 22 foot pavement including 2 foot paved shoulders 8 foot grassed shoulders METHOD OF REPLACEMENT: 1. EXISTING LOCATION - ROAD CLOSURE ------------------------------------------ 2 .. EXISTING LOCATION - ON-SITE DETOUR ----------------------------------------- 3. RELOCATION OF STRUCTURE --------------------------------------------------------- ? 4. OTHER -------------------------- ? EXISTING STRUCTURE: LENGTH 36.9 mErElRs WIDTH 6.1 Ivr=s 121 FEET 20 FEET PROPSED STRUCTURE: LENGTH 41 METERS WIDTH 9 ?vn rERs 135 FEET 30 FEET - .NOW J4!2 •ID 11 3'4 DO 31ej 7100 A 1375 oa L29 o 1.141 '08 I _4.4 v el !JV7 X91 77 1504 I(( I 77 it 1 II III I a I Wake Technical I Cdlwpe - ? I I I I . .375 .16 7e11 I I ? I I I I ?.Q4 II II „Ir II it II it II 9anlce I \ 7711 d5 7 0 mile 1 FIG. 1 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PLANNING AND ENVIRONMENTAL BRANCH WAKE COUNTY REPLACE BRIDGE NO. 300 ON SR 1375 OVER MIDDLE CREEK B - 3054 -N. C. DEPARTMENT OF TRANSPORTATION -ow TRANSMITTAL SLIP DATE IZ-Zl TO: c REF. NO. OR ROOM, BLDG. ' _ ?IL A4Arna -l*l FROM: REF. NO. OR ROOM, BLDG. BILL G=QA_XAb ACTION ? NOT! AND FILE ? PER OUR CONVERSATION ? NOTE AND RETURN TO ME ? PER YOUR REQUEST ? RETURN WITH MORE DETAILS ? FOR YOUR APPROVAL ? NOTE AND SEE ME ABOUT THIS ? FOR YOUR INFORMATION ? PLEASE ANSWER ? FOR YOUR COMMENTS ? PREPARE REPLY FOR MY SIGNATURE ? SIGNATURE ? TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT COMMENTS: .146 e,,. SfATj o STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION )AMES B. HUNT, )R. GOVERNOR DIVISION OF HIGHWAYS R0. BOX 25201, RALEIGH, N.C. 27611-5201 December 20, 1994 MEMORANDUM TO: FROM: SUBJECT: Mr. Eric Galamb DEM - DEHNR, 6th Floor H. Franklin Vick, P. E., Manager Planning and Environmental Branch RECEIVE DEC 2 6 1994 ENVIRONMENTAL SCwNC, R. SAMUEL HUNT II SLCRL I AItY Review of Scoping Sheets for Wake County, Bridge No. 300, SR 1375 over Middle Creek, B-3054 Attached for your review and comments are the scoping sheets for the subject project (See attached map for project location). The purpose of these sheets and the related review procedure is to have an early "meeting of the minds" as to the scope of work that should be performed and thereby enable us to better implement the project. A scoping meeting for this project is scheduled for February 7, 1995 at 9:30 A. M. in the Planning and Environmental Branch Conference Room (Room 434). You may provide us with your comments at the meeting or mail them to us prior to that date. Thank you for your assistance in this part of our planning process. If there are any questions about the meeting or the scoping sheets, please call Bill Goodwin, Project Planning Engineer, at 733-7842. WTG/plr Attachment rltc4? Gy)q b_? >? s ?? 2?1-4 3_ /f- 7 N BRIDGE PROJECT SCOPING SHEET TIP PROJECT: B-3054 DIVISION: Fifth F. A. PROJECT: BRZ-1375(1) COUNTY: Wake STATE PROJECT: 8.2404401 ROUTE: SR 1375 PROJECT PURPOSE: Replace Obsolete Bridge DESCRIPTION: Replace Bridge No. 300 on SR 1375 over Middle Creek in Wake County PROJECT USGS QUAD SHEET(S): Lake Wheeler ROADWAY CLASSIFICATION: TIP CONSTRUCTION COST .................................... $ 350,000 TIP RIGHT OF WAY COST .................................... $ 259000 PRIOR YEARS COST ......................................... $ -0- TIP TOTAL COST ............................................ $ 375,000 WILL THERE BE SPECIAL FUNDING PARTICIPATION BY MUNICIPALITY, DEVELOPERS, OR OTHERS? YES NO X IF YES, BY WHOM AND WHAT AMOUNT: ($) 7 (%) TRAFFIC: CURRENT 1800 VPD; DESIGN YEAR 4500 VPD TTST 1 % DT 2 % EXISTING TYPICAL ROADWAY SECTION: 22 foot pavement including 2 foot paved shoulder with 8 foot grassed shoulder EXISTING STRUCTURE: LENGTH 36.9 Meters WIDTH 6.1 Meters 121 Feet 20 Feet COMMENTS: PREPARED BY: Bill Goodwin DATE 12/20/94 6 1 p-eJ I I 17 917 I.US J9?7 /D ZS ?B I]90 )901 7900` 1 1404 1]!d _ 1171 ]9] n7s I ?- Fv(h to rv 11s NORTH CAROLINA DEPARI*MrNT OF TRANSPORTATION DIVISION OF HIGHWAYS PLANNING AND ENVIRONMENTAL "t BRANCII WAKE COUNTY REPLACE BRIDGE NO. 300 ON SR 1375 OVER MIDDLE CREEK B - 3054 0 mile 1 FIG. 1 08 1Ad7 I 14 'A90 1 fee I .4 o 09 I _ 9 1 67 n I501 1312 lsot I '?I I I (I I ? 27 I i I I Wake T,,hi-I College rvN Ten I ie II ?I n 14e0 375 n II II II III 1 \ 90nk,< 1721 ?s ' I Teri