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Home My WebLink About20021073 Ver 1_Complete File_20020701 e.,a STA7F ?? y DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. P.O. aox 25201, RALEIGH, N.C. 27611-5201 E. NORRIS TOLSON GOVERNOR January 29, 1999 MEMORANDUM TO: FROM: SUBJECT: STATE OF NORTH CAROLINA Ms. Cyndi Bell DWQ - DENR SECRETARY W. D. Gilmore, P. E., Manager Project Development and Environmental Analysis Branch Review of Scoping Sheets for the following projects: Project T.I.P. County Bridge No. State Route Planning Engineer B-3503 Randolph No. 382 SR 1135 Dennis Pipkin B-3344 Haywood No. 225 SR 1888 John Williams B-3413 Bladen No. 177 SR 1532 Bill Goodwin B-3412 Bladen No. 100 SR 1331 Bill Goodwin B-3409 Bladen No. 27 NC 131 Bill Goodwin Attached for your review and comments are the scoping sheets and location maps for the subject projects. The purpose of this information 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 projects. Scoping meetings for these projects are scheduled for March 9, 1999 in the Planning and Environmental Branch Conference Room (Room 470). These scoping meetings will be held back to back beginning at 9:00 A. M. in the order shown above. You may provide us with your comments at the meeting, mail them to us prior to the meeting, or e-mail them to bgoodwin@dot.state.nc.us prior to the meeting. Thank you for your assistance in this part of our planning process. If there are any questions about the meetings or the scoping sheets, please call the indicated Project Planning Engineer, at 733-3141. WDG/bg Attachments C BRIDGE PROJECT SCOPING SHEET 1/19/99 TIP PROJECT: B-3409 F. A. PROJECT: BRSTP - 131(2) DIVISION: Six COUNTY: Bladen STATE PROJECT: 8.1421101 ROUTE: NC 131 DESCRIPTION: Replacement of Bridge No. 27 on NC 131 over Crawley Swamp PROJECT PURPOSE: replace obsolete bridge PROJECT U.S.G.S. QUAD SHEET(S): Bladenboro Quad LOCATION ON QUAD: Northeast section ROADWAY CLASSIFICATION: Rural Major Collector Route TIP CONSTRUCTION COST .......................................................................... $ 540,000 TIP RIGHT OF WAY COST .......................................................................... $ 45,000 PRIOR YEARS COST ...................................................................................... $ 00,000 TIP TOTAL COST ........................................................................................... $ 585,000 TRAFFIC: CURRENT 4800 VPD; DESIGN YEAR (2025) 10,400 VPD TTST 5 % DUAL 3 % EXISTING ROADWAY TYPICAL SECTION: Two lane shoulder section, 24 foot pavement, grassed shoulders EXISTING STRUCTURE: COMMENTS: LENGTH 84.0 FEET WIDTH 25.3 FEET f^ r i ti 1 101 i _ 1. 4 1101 ` a ,•% 1 102 ?lei . `' c?. 1100 1126 1341 1106 - 1 i -- ---------- DUPLIN A POP. 251 1191 00 0,' 410 87 ? 1105 1 6 . 1.7 1.5 A 1.3 41 1 9 b i N .' .6 , L f 1103 1104 ". 8 ` 1107 c? 8?' 2 1 1221 '• 1 100 0 •6 )109 Bridge No. 27 131 a • 3 N ? 1 '5 1110 1125 40 Guyton i ._.._. _. ._.. ?...' Y _.. 1111 2. 1 CO 1124 r1 - /1112 1122 SINGLETARY POND 1123 n31a 0 1113 3 A 1207 I' ? ?\ ?- 1116 0, 1114 1115 5 42 Sandy Grove Ch. 2 "• IH- aa?- I I ?'`? `'4t North Carolina Department of Transportation it 1. Division of Highways \11" OP Planning & Environmental Branch Bladen County Replace Bridge No. 27 on NC 131 Over Crawley Srvamp B-3409 Figure 1 r 1121 1118 1420 1219 +-4 ? l0 T? V, SUlr o? X vin STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. P.O. Box 25201, RALEIGH, N.C. 27611-5201 E. NORRIS TOLSON GOVERNOR?rAN ' ? SECRETARY '4C%IMEMO TO: Project FileFROM: Bill Good win, P. E. Project Planning Engi SUBJECT: Scoping Meeting for Repl!,s e-nt of Bridge No. 27 on NC 131 over Crawley Swamp in Bladen County, Federal Aid Project No. BRSTP- 131(2), State Project No. 8.142110 1, TIP No. B-3409 A scoping meeting for the subject project was held on March 9, 1999. The following persons were in attendance: Dale Burton Derrick Lewis Ray Moore Mike Steelman --- Dan Duffield David Woodie Jennifer Safron Karen Lynch Bill Goodwin Location & Surveys Programming & TIP Structure Design Traffic Control Hydraulics Hydraulics Roadway Design PD & EA Project Development Mr. Dale Burton indicated that utility conflicts will be high for this project. There are underground fiber optic lines, overhead power lines, and a water line along the west side of NC 131. There is also an underground gas line along the east side of NC 131. Ms. Cyndi Bell of DWQ indicated that Crawley Creek is classified as Class C. There are wetlands at the project site that should be avoided as much as possible. Mr. David Cox of NC WRC indicated by memo, that NCDOT should routinely minimize adverse impacts to fish and wildlife resources in the vicinity of bridge replacements. He indicated that impacts to wetlands at the site should be minimized and construction activities should be limited to the cleared areas of the right-of-way. Ms. Renee Gledhill-Earley of the State Historic Preservation Office (SHPO) indicated that there are no known sites of architectural or archaeological significance listed on the National Register of Historic Places in the project area. No unknown sites are likely to be found, therefore no surveys are recommended in connection with this project. Mr. Dan Duffield of the Hydraulics Unit indicated that a new bridge will be required to replace the existing bridge. This bridge should be approximately 95 feet in length and should be placed at approximately the same roadway grade as the existing bridge. If a temporary on-site detour is required, it should be a 50 foot long bridge placed to the east of the existing bridge and could be placed three feet lower than the existing bridge. The Bladen County School Bus Transportation Coordinator indicated that two school buses cross this bridge twice each per day. The Division Engineer indicated that replacing the bridge in-place with traffic maintained on-site would be preferred. The Traffic Forecasting Unit indicated that near Bridge No. 27, NC 131 carries 4800 vehicles per day at present [1998]. This figure is expected to increase to 10,400 vehicles per day by the year 2025. These traffic figures include 3% dual tired vehicles [DUAL], and 6% truck- tractor semi-trailers [TTST]. The design hourly volume [DHV] is 12%. A desired design speed of 60 mph should be achieved on this project. The roadway approaches will have two 12-foot travel lanes, 4-foot paved shoulders and a total shoulder width of at least 8 feet. The shoulder widths will be three feet wider where guardrail is warranted. This section of NC 131 is classified as a Rural Major Collector in the Statewide Functional Classification System. The speed limit in the area is 55 mph by statute. The Roadway Design Project Engineer agreed to provide construction cost estimates and preliminary alignment and typical section information on the following alternative to the Bridge Project Plarming Engineer by May 21, 1999. Alternate 1: Replace Bridge No. 27 in place with a new bridge. Traffic will be maintained on- site on a temporary on-site detour located east of the existing bridge during construction. B G/ W. ?1°..? SU1£ o? A' •Mry ti STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. P.O. Box 25201, RALEIGH, N.C. 27611-5201 E. NORRIS TOLSON GOVERNOR SECRETARY May 25, 1999 MEMO TO: Project File FROM: Bill Goodwin, P. E. Project Planning Engineer SUBJECT: Scoping Meeting for Replacement of Bridge No. 100 on SR 1331 over Turnbull Creek in Bladen County, Federal Aid Project No. BRZ-1331(3), State Project No. 8.2420601, TIP No. B-3412 A scoping meeting for the subject project was held on March 9, 1999. The following persons were in attendance: Dale Burton Derrick Lewis Ray Moore Dan Duffield David Woodie Jennifer Safron Karen Lynch Bill Goodwin Location & Surveys Programming & TIP Structure Design Hydraulics Hydraulics Roadway Design PD & EA Project Development Mr. Dale Burton indicated that utility conflicts will be low for this project. There are underground telephone lines and overhead power lines along the southeast side of SR 1331. Ms. Cyndi Bell of DWQ indicated that Crawley Creek is classified as Class C. There may be wetlands at the project site that should be avoided as much as possible. Mr. David Cox of NC WRC indicated by memo, that NCDOT should routinely minimize adverse impacts to fish and wildlife resources in the vicinity of bridge replacements. He indicated that impacts to wetlands at the site should be minimized and construction activities should be limited to the cleared areas of the right-of-way. Ms. Renee Gledhill-Earley of the State Historic Preservation Office (SHPO) indicated that there are no known sites of architectural or archaeological significance listed on the National Register of Historic Places in the project area. No unknown sites are likely to be found, therefore no surveys are recommended in connection with this project. Mr. Dan Duffield of the Hydraulics Unit indicated that a new bridge will be required to replace the existing bridge. This bridge should be approximately 65 feet in length and should be placed at approximately the same roadway grade as the existing bridge. If a temporary on-site detour is required, it should be a 41 foot long bridge located to the northwest of the existing bridge and could be placed two feet lower than the existing bridge. The Bladen County School Bus Transportation Coordinator indicated that one school bus crosses this bridge twice per day. The Division Engineer indicated that traffic must be maintained on-site during bridge replacement. The Traffic Forecasting Unit indicated that near Bridge No. 100, SR 1331 carries 100 vehicles per day at present [1998]. This figure is expected to increase to 300 vehicles per day by the year 2025. These traffic figures include 4% dual tired vehicles [DUAL], and 3% truck-tractor semi-trailers [TTST]. The design hourly volume [DHV] is 10%. A desired design speed of 60 mph may be achieved for this project. The roadway approaches will have two 10 foot travel lanes and shoulder widths of at least 2 feet. The shoulder widths will be 2 feet wider where guardrail is warranted. SR 1331 is classified as a Rural Local Route in the Statewide Functional Classification System. The speed limit in the area is 55 mph by statute. The Roadway Design Project Engineer agreed to provide construction cost estimates and preliminary alignment and typical section information on the following alternative to the Bridge Project Planning Engineer by May 21, 1999. Alternate 1: Replace Bridge No. 100 in place with a new bridge. Traffic will be maintained on a temporary on-site detour located northwest of the existing bridge during construction. Alternate 2: Replace Bridge No. 100 with a new bridge by realigning SR 1331 to the northwest. Traffic will be maintained on the existing bridge during construction. BG/ •'SW=u? STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201 E. NORRIS TOLSON GOVERNOR SECRETARY May 25, 1999 MEMO TO: Project File FROM: Bill Goodwin, P. E. Project Planning Engineer SUBJECT: Scoping Meeting for Replacement of Bridge No. 177 on SR 1532 over Colly Creek in Bladen County, Federal Aid Project No. BRZ-1532(1), State Project No. 8.2420701, TIP No. B-3413 A Scoping meeting for the subject project was held on March 9, 1999. The following persons were in attendance: Dale Burton Derrick Lewis Ray Moore Dan Duffield David Woodie Jennifer Safron Karen Lynch Bill Goodwin Location & Surveys Programming & TIP Structure Design Hydraulics Hydraulics Roadway Design PD & EA Project Development Mr. Dale Burton indicated that utility conflicts will be low for this project. There are underground telephone lines and overhead power lines along the northwest side of SR 1532. Ms. Cyndi Bell of DWQ indicated that Colly Creek is classified as Class C - Sw. There may be wetlands at the project site that should be avoided as much as possible. Mr. David Cox of NC WRC indicated by memo, that NCDOT should routinely minimize adverse impacts to fish and wildlife resources in the vicinity of bridge replacements. He indicated that impacts to wetlands at the site should be minimized and construction activities should be limited to the cleared areas of the right-of-way. Ms. Renee Gledhill-Earley of the State Historic Preservation Office (SHPO) indicated that there are no known sites of architectural or archaeological significance listed on the National Register of Historic Places in the project area. No unknown sites are likely to be found, therefore no surveys are recommended in connection with this project. Mr. Dan Duffield of the Hydraulics Unit indicated that a new bridge will be required to replace the existing bridge. This bridge should be approximately 125 feet in length and should be placed at approximately the same roadway grade as the existing bridge. If a temporary on-site detour is required, it should be a triple steel pipe arch with each arch measuring 11 feet 5 inches by 7 feet 3 inches, it should be located to the west of the existing bridge and could be placed three feet lower than the existing bridge. The Bladen County School Bus Transportation Coordinator indicated that two school buses cross this bridge twice each per day. The Division Engineer indicated that traffic must be maintained on-site during bridge replacement. The Traffic Forecasting Unit has indicated that near Bridge No. 177, SR 1331 carries 100 vehicles per day at present [1998]. This figure is expected to increase to 300 vehicles per day by the year 2025. These traffic figures include I% dual tired vehicles [DUAL], and I% truck-tractor semi-trailers [TTST]. The design hourly volume [DHV] is 12%. A desired design speed of 60 mph may be achieved for this project. The roadway approaches will have two 10 foot travel lanes and shoulder widths of at least 2 feet. The shoulder widths will be 2 feet wider where guardrail is warranted. SR 1331 is classified as a Rural Local Route in the Statewide Functional Classification System. The speed limit in the area is 55 mph by statute. The Roadway Design Project Engineer agreed to provide construction cost estimates and preliminary alignment and typical section information on the following alternative to the Bridge Project Planning Engineer by May 21, 1999. Alternate 1 Replace Bridge No. 177 in place with a new bridge. Traffic will be maintained on a temporary on-site detour located southeast of the existing bridge during construction. Alternate 2: Replace Bridge No. 177 with a new bridge by realigning SR 1532 to the northwest. Traffic will be maintained on the existing bridge during construction. BG/ a "` 5[A7f STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201 E. NORRIS TOLSON GOVERNOR SECRETARY May 25, 1999 MEMO TO: Project File FROM: Bill Goodwin, P. E. Project Planning Engineer SUBJECT: Scoping Meeting for Replacement of Bridge No. 19 on SR 1004 over Mill Creek in Jones County, Federal Aid Project No. BRZ-1004(5), State Project No. 8.2190401, TIP No. B-3483 A Scoping meeting for the subject project was held on March 4, 1999. The following persons were in attendance: Tom Tarleton Derrick Lewis Ray Moore Mike Tyndall Dan Duffield Matt Lauffer Jim Speer John Lansford Bill Goodwin Location & Surveys Programming & TIP Structure Design Traffic Control Hydraulics Hydraulics Roadway Design Roadway Design Project Development Tom Tarleton indicated that utility conflicts will be low for this project. There are underground telephone lines along the north side of SR 1004. There is also a water line along the south side of SR 1004. There are other utilities in the area that stop at the intersection of SR 1009 and SR 1004, just west of the bridge site. Ms. Cyndi Bell of DWQ indicated that Mill Creek is classified as Class C - Sw - NSW. There may be wetlands at the project site that should be avoided as much as possible. Mr. David Cox of NC WRC indicated by memo, that NCDOT should routinely minimize adverse impacts to fish and wildlife resources in the vicinity of bridge replacements. He indicated that the stream supports a good fishery of sunfish and chain pickerel and that a moratorium on in-water work should be instituted from April 1 to September 30. Ms. Renee Gledhill-Earley of the State Historic Preservation Office (SHPO) indicated that there are no known sites of architectural or archaeological significance listed on the National Register of Historic Places in the project area. No unknown sites are likely to be found, therefore no surveys are recommended in connection with this project. Mr. Dan Duffield of the Hydraulics Unit indicated that a new bridge will be required to replace the existing bridge. This bridge should be approximately 90 feet in length and should be placed at approximately the same roadway grade as the existing bridge. If a temporary on-site detour is required, it should be a bridge 60 feet in length and be placed north of the existing bridge. The detour could be placed three feet lower than the existing bridge. The Jones County School Bus Transportation Coordinator indicated that four school buses cross this bridge four times each per day. The Division Engineer indicated that traffic should be maintained on-site during bridge replacement. The Traffic Forecasting Unit indicated that near Bridge No. 19, SR 1004 carries 1300 vehicles per day at present [1998]. This figure is expected to increase to 2200 vehicles per day by the year 2025. These traffic figures include 2% dual tired vehicles [DUAL], and 1% truck-tractor semi-trailers [TTST]. The design hourly volume [DHV] is 10%. A desired design speed of 40 mph should be achieved for this project. The roadway approaches will have two 11-foot travel lanes and shoulder widths of at least six feet. The shoulder widths will be three feet wider where guardrail is warranted. SR 1004 is classified as a Rural Major Collector in the Statewide Functional Classification System. The speed limit in the area is 35 mph. The Roadway Design Project Engineer agreed to provide construction cost estimates and preliminary alignment and typical section information on the following alternative to the Bridge Project Planning Engineer by May 21, 1999. Alternate 1: Replace Bridge No. 19 in place with a new bridge. Traffic will be maintained on a temporary on-site detour located north of the existing bridge during construction. BG/ 1 021073 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR July 3, 2002 US Army Corps of Engineers Wilmington Regulatory Field Office P.O. Box 1890 Wilmington, NC 28402-1890 ATTENTION: Mr. Richard K. Spencer NCDOT Coordinator Dear Sir: LYNDO TIPPETT SECRETARY Subject: Nationwide 23 Permit Application for the Replacement of Bridge No. 27 over Crawley Swamp on NC 131, Bladen County, Federal Aid Project No. BRSTP-131(2), State Project No. 8.1421101, TIP Project No. B-3409. Please find enclosed three copies of the project planning report along with copies of the permit drawings for the above referenced project. Replacement of Bridge No. 27 will be on the existing alignment with a bridge approximately 160 feet (48.8 meters) in length and 33 feet (10.1 meters) in width. The bridge will have two 12-foot (3.6 meter) travelways with 9.0-foot (2.7 meter) rail offsets. The approach roadway will have a 24- foot (7.2-meter) travelway, with 4-foot (2.4 meter) turf shoulders and 4-foot (2.4 meter) paved shoulders on each side. During construction, traffic will be maintained on a temporary on-site detour east of the existing bridge. The length of the temporary Detour Bridge will be approximately 140 feet (42.7 meters) and will accommodate a 24-foot (7.3-meter) paved travelway, with 2-foot (0.6 meter) offsets on each side. Summary of Impacts: Impacts to jurisdictional wetlands associated with the construction of Bridge No. 27 consist of 0.08 acres (0.03 hectares) of permanent fill, 0.61 acres (0.24 hectares) of temporary fill, and 0.19 acres (0.07 hectare) of mechanized clearing. Permanent fill is associated with the widening of the roadway approaches to the 4 proposed 40-foot cored slab bridge. Temporary fill is required to construct the temporary detour approaches to the temporary 140-foot vertical abutment detour bridge. All temporary impacts are considered permanent impacts due to compaction of muck soils in the area. Avoidance and minimization measures taken to lessen wetland impacts include shortening the project length, increasing side slopes to 2:1 where practicable, and shortening the width of the detour shoulders. In addition, NCDOT investigated an alignment change, bridging the entire span of the wetland, and phased construction. N These measures were found to be cost prohibitive or effected no change to the project's environmental impacts. Temporary Bridge Information: A temporary bridge will be located east of the existing bridge. The detour bridge type is left up to the contractor. The resulting temporary fill in surface waters associated with the temporary bridge is approximately 0.61 acres (0.24 hectares). Restoration Plan: Upon completion of the new bridge, the temporary bridge will be removed. The approach fill will be removed to natural grade and the area will be planted with native grasses and/or tree species as appropriate. Elevations and contours in the vicinity are available from field survey notes. Schedule: The project schedule calls for a December 17, 2002 let date with an availability date approximately six weeks later. It is expected that the contractor will choose to start construction of the causeway shortly after the availability date. The temporary bridge will be removed within 90 days of completion of the project. Disposal: After the temporary bridge is no longer needed, the contractor will use roadway-building equipment to remove the materials. All temporary bridge material will become the property of the contractor. The contractor will be required to submit a reclamation plan for removal of and disposal of all material off-site. Mitigation: The existing bridge is 84 feet long (25.6 meters) while the proposed bridge will be 160 feet long (48.8 meters). This removal of existing fill (under current causeway) will result in a replacement of .08 acres (.03 hectares) of wetlands. Therefore, this bridge replacement project will require .80 acres (.324 hectares) of mitigation. The mitigation site search for the Lumber Basin is close to being completed. However, feasibility studies have not yet begun and there are no mitigation project sites in the Hydrologic Unit (03040203) for the bridge replacement. Therefore, we propose to debit Dowd Dairy mitigation site for project impacts. Dowd Dairy Mitigation site is located in Hydrologic Unit (03030005). Dowd Dairy is seven miles west of Elizabethtown and two miles east of White Oak. Dowd Dairy will provide in-kind mitigation (swamp forest) at a ratio of 2:1. In addition, immediate mitigation over Crawley Swamp will be attained by lengthening of the replacement bridge. This area will be graded to match the adjacent wetland elevation and planted or stabilized with the appropriate wetland species. Bridge Demolition: Bridge No. 27 consists of 4 spans totaling 84 feet (25.6 meters) in length and 22 feet (6.7 meters) wide. The bridge has an asphalt overlay surface on a reinforced concrete floor on steel I-beams. There is potential for the concrete components to be dropped into Waters of the United States during construction. The resulting temporary fill associated with the concrete deck will be a maximum of 42.0 yd3 (31.1 m) . However, it is anticipated that the bridge will be removed without dropping components into the river. During construction, Best Management Practices for Bridge Demolition and Removal will be followed. All aspects of this project are being processed by the Federal Highway Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). Therefore, we propose to proceed under a Nationwide 23 in accordance with the Federal Register of March 9, 2000, Part VII, Volume 65, Number 47, Pages 12817-12899. We anticipate a 401 General Certification number 3361 will apply to this project. In accordance with 15A NCAC 2H.0501(a) we are providing two copies of this application to the North Carolina Department of Environment and Natural Resources, Division of Water Quality, for their records. If you have any questions or need additional information, please contact Ms. Karen M. Lynch at (919) 733-7844 ext 291. Sincerely, M w/ Mr. V. Charles Bruton, Ph.D., Manager PDEA - Office of the Natural Environment cc: w/ attachment: John Dorney, NC DWQ (2 copies) Mr. Garland Pardue, USFWS Mr. David Cox, NCWRC Mr. Greg Perfetti, P.E., Structure Design w/o attachment Mr. Jay Bennett, P.E., Roadway Design Mr. Omar Sultan, Programming and TIP Ms. Debbie Barbour, P.E., Highway Design Mr. David Chang, P.E., Hydraulics Mr. Jamie Lancaster, Roadside Environmental Mr. Terry Gibson, P.E. (Div. 6) Division Engineer Mr. Jim Rerko (Div. 6) Division Environmental Officer Mr. Dennis Pipkin, P.E., NCDOT Project Development and Environmental Analysis Coordinator Mr. David Franklin, USACE, Wilmington (Cover Letter Only) DtJPLiX 67 -1 00 VICINITY MAPS 1125 1112 \ ~ 1113 --1114 N`V D ® T DIVISION OF HIGHWAYS BLADEN COUNTY PROJECT: 8.1421101 (B-3409) REPLACEMENT OF BRIDGE 027 OVER CRAWLEY SWAMP ON NC 131 BETWEEN SR 1125 AND SR 1124 SHEET 1 OF 12 12/01 I NORTH CAROLINA +? 1 ?\ 00, site VA' - 7 i ,- w • ,i 1111 i NCDOT OIVOWN OIL HMMWAY! OLAOtH COUNTY PRNOC71udmmm $6440 Run,ACSasHT OF sRum tir om CRArWLV SWAM' ON HC 0 031N M10AM9R1191 Oman 2 OR 1! 0/01 WETLAND LEGEND I -WLB WETLAND BOUNDARY WETLAND CL ® DENOTES FILL IN WETLAND ® DENOTES FILL IN SURFACE WATER ®DENOTES FILL SURFACE WATER R (POND) ® DENOTES TEMPORARY FILL IN WETLAND ®DENOTES EXCAVATION IN WETLAND ® DENOTES TEMPORARY FILL IN SURFACE WATER • DENOTES MECHANIZED • • •? •' • CLEARING FLOW DIRECTION TB - TOP OF BANK WE_ - EDGE OF WATER --C-- PROP. LIMIT OF CUT - -F - PROP. LIMIT OF FILL -?-- PROP. RIGHT OF WAY - - NG - - NATURAL GROUND J- - PROPERTY LINE - -P - TDE - TEMP. DRAINAGE EASEMENT -PDE- PERMANENT DRAINAGE EASEMENT - EAB- EXIST. ENDANGERED ANIMAL BOUNDARY - EPB- EXIST. ENDANGERED PLANT BOUNDARY - - - - - - - WATER SURFACE X X X X X XX LIVE STAKES O BOULDER --- CORE FIBER ROLLS PROPOSED BRIDGE PROPOSED BOX CULVERT PROPOSED PIPE CULVERT 12'-48' (DASHED LINES DENOTE PIPES EXISTNG STRUCTURES) 54' PIPES & ABOVE 0 SINGLE TREE WOODS LINE DRAINAGE INLET ROOTWAD RIP RAP O ADJACENT PROPERTY OWNER OR PARCEL NUMBER IF AVAILABLE ? PREFORMED SCOUR HOLE (PSH) LEVEL SPREADER (LS) GRASS SWALE NCDOT DIVISION OF HIGHWAYS BLADEN COUNTY PROJECTA1421101 (B-3409) REPLACEMENT OF BRIDGE X27 OVER CRAWLEY SWAMP ON NC 131 BETWEEN SR IIU AND SR 1124 SHEET 3 OF 12 12/011 ? i o1> , r s1 f , p1? .a NCDOT p 1le ? N VIEW DIVISION OF HIGHWAYS BLADEN COUNTY PROJECT: 8.1421101 (B-U09) REPLACEMENT OF BRIDGE 027 OVER '? s o CRAWLEY SWAMP ON NC 131 BETWEEN SR 1125 AND SR 1121 / 100 SCALEiI'= 200' SHEET 4 OF 12 12 / 01 Y I --)? .I rl ;I N 0 0 O 3 W b .I .I ? rl ,I . . . O z 19 cl) 90 o o vi „ w H d z a o z ® ?T+ .4 ? . a+ z a o V V 0 o ! 44 Z a F-? 0 0.0 a a ??rj) c a a? a< w M z o ?- 3 /uu u. ` _N I I I I ? u 'I? I'?I I III ?L 6 Lf) ai v U V1 rl r• ICI I I I ? uI v ) 11 I ?I ?I I rl o O LL • r•? ? I OL O a 1 y 0 0 3 I ? N r Pi U L z ?- I ? h L I r LL (-o a o T.- U O 4 I? + co ti V) CO ' U I + 0 :? 14,00 V) Z C L C13 1 D ? al ? I I ? L 0 o r I I I ? I ? i1 J •I v ? o • I •I b •I ? I N ?? `t• zt AU L - 11 °o rl z c' w O F f3 ?" w _ w ? ??•? O j a U ? x N L (D +:LC cl? a T.O U 4- L L Q04- U) + U C 0o O U U -+- O V) z c i L J O :) i Q 0 6 Ln a? 0 U V) I? 0 a ?11 k? O J 3 O 0 Q N N -91M? ? i I C> I I W r ? N r z r f• ? - LL I? IFI L? ?. o r V A ! ` V) o 3 0 0 0 r 3 ? ,l Ica.-\ ?- I lu- I I I I I ? I ? I U. I O I ?3 I ? I I ? ? I ? O U N z o o? W Z ?z -? ? o ? z A r z 01. a < .. ? z ,G, r ? o W °ya O rj) a a 0 m ' J o 0 O - -? 3 I_ F' I I II I I? I I I ? I I a I I i` I? I I I I I IW I? Ip ?c) I? IQ:) IN IZ I I I =I i , I I I I I LL >I I of I I I .I .I .I .I .I .I I ?l / l 9?M--r 0 o 0 I I a U I? ?N I I ? I - -? II II I z o am ? o m w ` o C? Q 0 z o y u) a y me w Q ll?ltj..T- A? N O O O 3 0 Ln ai 0 U N N 0 0 (D 0 I h I• I' C r I r ? , oo r ?0 I 0 C) C) D D (n oo + Cn -F a-) n I O•? Z I ? > m v o \ p \ a p oe C \ dzg = \ I z q zm? 1. N c ? mz z cq I O 0 4 m 'I C O r- O 0 o°. cn + (n -+ w C O c 7?n ? C-) --< 00 0 61 CD r- Cn -F cn ° CD N I N , N I o ~ I Ln b I MI. _ I F I I m o ?- I I I ? D un .- I I , . r 1 TI ? ? I I ? ? ?' 11 N I ? t Q I 0 0 ? ` r o I+ \ 0 (D > H + p to ? H O 1tv. ? 'lC 1 O 0 Z 08 0.3 8 C t13 M fc o z PROPERTY OWNERS NAMES AND ADDRESSES PARCEL NO. NAMES ADDRESSES Marvin M. Davis 2614 Twisted Elizabethtown, N.C. Hickory Rd. Maxie Pope Duncan 43 JA Carroll Rd. Bladenboro, N.C. Jacqueline Guyton 71 JA Carroll Rd. Bladenboro, N.C. Curtis Stedman Hester 9613 NC 131 Hwy Bladenboro, N.C. Lynn G. King P.O. Box 362 Dublin, N.C. Vivian McDaniel 9343 Hwy 131 S Bladenboro, N.C. NCDOT DIVISION OF HIGHWAYS BLADEN COUNTY PROJECT 8.1421101 (B-3409) REPLACEMENT OF BRIDGE #27 OVER CRAWLEY SWAMP BETWEEN SR 1125 AND SR 1124 SHEET 11 OF 12 10/16/01 z ? o Z cn 0 yO N V W -62 [,? Y) lC N .R r- cx v x wVE Q UN?wz " p p y W-4 ?-wLo zQo6 Cncch p a w 3? O Z `v 5°°W W?w " Ucn Q 0U , j s C/) o c -6 c m o v i a p a } LL Ir Q N M ? _ U w Z CL c C 79 U O 01 t t '? E s O O O U W IL o 2 - 1 8 - > m g ?3v o 3 wa N U- C M v CL = E N .?+ (P O _ O O ? C N V C m m O 00 O ? .. O O ? E y cn v > v 0 v J w C O QQ? 0 o + 8 m C14 $ N LL + rc Q r ? r LL J r_ O Z p H