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Home My WebLink About20140200 Ver 1_Application_20140227Attachment G: Low /Minimal Impact Bridge Project Data Sheet 1 TIP NO Division Managed 2 WBS Element No.17BP.4.R.7 3 County Halifax 4 Bridge Numb e r 53 5 De scription Beec h Swamp 6 Ba sin Tar 7 Cla ssifica tion C,S w,NSW 8 SIN 28-79-30 9 Type Inland 10 Siz e 50' 11 Type 4 s pan 12 Siz e 161'LX25'W 13 Suff. Ra ting 34.98 14 Type 3 s pan 15 Siz e 198'LX30'W 16 USACE (LF)0 17 NCDW Q Impa cts (LF)0 18 USACE Impa cts (AC).01 for fill, .01 for ex c avat ion, .06 for MC .12 for HC 19 Non 404 Impa cts (AC)0 20 CAMA Impa cts (SF)0 21 BZ1=4223SF, BZ2=3116S F 22 Y 23 Sta te Storm w a te r Pe rm it Re quire d (Y/N)No 24 Ha bita t No 25 Spe cie s Pre se nt No 26 Bio Conclusion No affect 27 Type No 28 Da te s N/A 29 Na tive /Ha tche ry No 30 Trout S pe cie s Pre se nt No 31 Trout Conditions (Y/N)No 32 WRC Re vie w e r No 33 CAMA AECs No/GIS Confirmed 34 Esse ntia l Fish Ha bita t No/GIS Confirmed 35 Na v.Ope ning No/GIS Confirmed 36 USCG Pe rmit No/GIS Confirmed 37 Historic P rope rtie s No/HE U Confirmed 38 Archa e ologi ca l Re source s No/HEU Confirmed 39 Triba l La nds No/GIS Confirmed 40 4(f)Re source s No/GIS Confirmed 41 6(f) [LWCF]Re source s No/GIS Confirmed 42 W ild a nd Sce nic Rive r No/GIS Confirmed 43 Fe de ra l La nds No/GIS Confirmed 44 TVA Are a No/GIS Confirmed 45 FEMA Buyout No/GIS Confirmed 46 FEMA Flood Study MOA/Hydro 47 USTs Ha z Ma ts No/GIS Confirmed 48 Re loca te e s No/GIS Confirmed 49 LAT 36.0886 50 LONG 77.5201 51 C ompleted by: Division E nvironmental Officer 2/12/2014 Buffe r Applica ton Re quire d (>40 ft) (Y/N) NC DW Q Buffe rs I mpa cts (SF) Proje ct Comme nts Stre a m Ex isting Structure Propose d Structure Stre a m W e tl a nds Mora torium Loca tion T&E Trout W a te rs North Carolina Departm ent of Environm ent and Natural Resources Division of W ater Q uality Pat M cCrory Coleen H. Sullins Dee Freem an Governor Director Secretary Transportation Perm itting Unit 1650 M ail Service Center, Raleigh, North Carolina 27699-1650 Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604 Phone: 919-733-1786 \ FAX: 919-733-6893 Internet: http://h2o.enr.state.nc.us/ncwetlands/ An Equal O pportunity \ Affirm ative Action Em ployer Attachm ent L: Low Impact Bridge Replacement Process County: Halifax Bridge No. 53 over UT To Beech Swamp WBS Element Number: 17BP.4.R.7 This project is subject to the Low Impact Bridge Process as agreed to on October 6, 2009. This project meets the documentation requirements and approval procedures under NEPA, as defined by FHW A, for Low Impact Bridge Replacements. This project meets the standards of NCDOT’s Minimum Criteria Rules. Date: 2/12/14____________________ Applicant Name: NCDOT ______ Applicant Address: NCDOT Division of Highways P.O. Box 3165_ Wilson, NC 27895-3165_________ _______ Primary Contact for Project: Chad Coggins Phone No.:(252) 296-3532 Is this an after-the-fact application: Yes X No River Basin: Tar-Pamlico Stream Classification: C SW ; NSW Regulatory Author ization Options for this Activity Federal: USACE Nationwide General Permit 3 – Maintenance State: General W ater Quality Certification #3883 and/or Buffer Authorization Local: None Project Description – NCDOT proposes to replace Halif ax Bridge # 53 which is currently a 4 span 161’ x 25’ bridge with a 198’ x 30’ 3 span bridge ov er Beech Swam p. All storm water is directed to a D.I. that discharges onto a dissipater pad on the southeast quadrant, then into wetlands well outside of Buffer Zone 2. There are 4,223 square f eet of im pacts to Buff er Zone 1, and 3,116 square feet of im pacts in Zone 2 that will be associated with this project. Wetland im pacts associated with this project include .01 acre of fill, .01 acre ex cav ation, .06 acre of mechanized clearing, and .12 acre of hand clearing. Signature: _____ N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS NOT TO SCALE PROJECT: 17BP.4.R.07 (SF-410053) BRIDGE 53 PERMIT DRAWINGS SHEET 1 OF 5 MAP VICINITY BRIDGE 53 HALIFAX COUNTY BEECH SWAMP ON SR 1100 OVER REPLACE BRIDGE #53 HALIFAX COUNTY, NC E D G E C O M B E C O U N T Y PERMIT DRAWINGS SHEET 3 OF 5 N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS PROPERTY OWNERS NAMES AND ADDRESSES NAMES ADDRESSESPROPERTY ID HALIFAX COUNTY PROJECT: 17BP.4.R.07 (SF-410053) BEECH SWAMP ON SR 1100 OVER REPLACE BRIDGE #53 ROCKY MOUNT, NC 27803 4 THOMAS B COLEMAN, JR. 109 SPRING FOREST COURT, SCOTLAND NECK, NC 27874 3 DOUGLAS HILL FARM LLC. 7308 DOUGLAS HILL FARM RD., SCOTLAND NECK, NC 27874 2 DOUGLAS HILL FARM LLC. 7308 DOUGLAS HILL FARM RD., 1 CRAIG WEST RENTALS, LLC. PO BOX 6365, RALEIGH, NC 27628 20’ BSTSR 1100DOUGLAS HILL FARM RD. B E E C H S WA MP C R E E K B E E C H S WA MP C R E E K C O N T R A C T # D D 0 0 0 X X W B S # 1 7 B P . 4 . R . 0 7 RELOCATED BY OTHERS. EXISTING UTILITIES TO BE ELEV. 61.61’ 31’ RIGHT OF BL STA. 14+31.00 RR SPIKE IN BASE OF 40" SYCAMORE TBM: TBM-1 END BTS & INT BTS;TIMBER CAPS/TIMBER PILES STEEL PLANK FLOOR ON I-BEAMS; SPANS: 1@40’3",2@40’, 1@40’3" 24’-0" CLEAR ROADWAY EXISTING BRIDGE NO. 53 TBM #1 PLAN SCALE: 1"=20’ SCALE: 1"=20’ PROFILE ALONG { SURVEY STA. 11+74.05 -L- BEGIN APPROACH SLAB STA. 10+06.92 -L- BEGIN PAVEMENT STA. 15+61.48 -L- END PAVEMENT BEGIN PAVEMENT STA. 10+06.92 -L- (REMOVE) EXISTING BRIDGE NO.53 (TYP. U.O.N.) G.R. ANCHOR TYPE-350 (TYP.) SLOPE STAKE LINE STA. 13+95.55 -L- END APPROACH SLAB SHBG TB 2GI TB 2GI SHBG TB 2GI 15 " 15" 1 5 " C M P SLOPE ABUTMENT CLASS II RIP RAP 58.1’OVERTOPPING FLOOD ELEVATION - >500 YRSFREQUENCY OF OVERTOPPING FLOOD - CFS12000OVERTOPPING DISCHARGE - OVERTOPPING DATA 58.40’BASE HIGH WATER ELEVATION - CFS8000BASE DISCHARGE (Q100) - 169 SQ. MI.DRAINAGE AREA - 56.7’DESIGN HIGH WATER ELEVATION - 25 YEARSFREQUENCY OF DESIGN FLOOD - CFS5500DESIGN DISCHARGE - HYDROGRAPHIC DATA WOODS WOODS WOODS SPAN B ALONG { SURVEY -L- FILL FACE TO FILL FACE SPAN A SPAN C STA. 12+84.8 { BRIDGE * * ** * GENERAL DRAWING 33’-10" CLEAR ROADWAY - 120 SKEWSTRUCTURE EXCAVATION DENOTES UNCLASSIFIED END APPROACH SLAB STA. 13+95.55 -L- END PAVEMENT STA. 15+61.48 -L- 197’-6" TOTAL LENGTH 66’-2"90’-6"40’-2" STA. 11+86.05 -L- WORK POINT 1 STA. 12+27.24 -L- WORK POINT 2 STA. 13+17.36 -L- WORK POINT 3 STA. 13+83.55 -L- WORK POINT 4 TO SR 1101 TO NC 258 10+00 11+00 12+00 13+00 14+00 15+00 30 40 50 60 SHEET. FOR PAVEMENT LAYOUT SEE ’ROADWAY DETAILS U.O.N. - UNLESS OTHERWISE NOTED UNITS. NOTE: GUARDRAIL LENGTHS AS SHOWN INCLUDE ANCHOR RAIL SHEET. VERTICAL CONCRETE BARRIER REQUIRED. SEE ’GUARDRAIL ANCHORAGE FOR DENOTES TYPE III GUARDRAIL CONNECTION DENOTES GEO-TECH BORE HOLE LOCATIONS.STA. 12+27.24 -L- { BENT 1 WORK POINT 2 STA. 11+86.05 -L- STA. 12+84.80 -L- { BRIDGE G.P. EL. ? FILL FACE END BENT 1 WORK POINT 1 STA. 11+74.05 -L- BEGIN APPROACH SLAB STA. 13+83.55 -L- STA. 13+17.36 -L- { BENT 2 WORK POINT 3 G.P. EL. ? FILL FACE END BENT 2 WORK POINT 4 1’-6" (TYP.) (TYP.) NORMAL TO CAP 1.5:1 SLOPE (TYP.) 0.5% SLOPE EARTH BERM (TYP.) 1’-0" MIN. FILTER FABRIC (TYP.) 2’ THICK WITH CLASS II RIP RAP (TYP.) PILES HP x PILE HP x 3’-6" (TYP.) ELEV. 58.40’ HIGH WATER 100-YEAR ELEV. 56.7’ 25-YEAR (TYP.) ? ELEV. ELEV. 50.1’ NWS 1200’0" EXCAVATION TO STRUCTURE UNCLASSIFIED 1’-6" (TYP). EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W (sf) CLEARING MECHANIZED WETLAND/STREAM IMPACTS IN WETLAND DENOTES HAND CLEARINGHC CLEARING IN WETLAND DENOTES MECHANIZED (sf) CLEARING HAND 2596 SF (sf) FILL PERM. TOTAL SITE 2 SITE 1 SEE PLAN SITE No. (sf) IMPACTS STREAM TEMP. 230 523 SF381 SF FILL IN WETLAND DENOTES PERMANENTFFFFF 445 (sf) EXCAVATION WETLAND IN WETLAND DENOTES EXCAVATION E E E E E SITE 1 SITE 3 SITE 2 SITE 4 SITE 4 SITE 3 30 56 65 405 188 335 508 831 2124 5242 SF 559 WETLAND IMPACTS PERMIT 4 5 DB 2391 PG 496 CRAIG WEST RENTALS, LLC PC 4 PG 253 DOUGLAS HILL FARM LLC PC 4 PG 253 DOUGLAS HILL FARM LLC DB UNKNOWN THOMAS B. COLEMAN, JR. HC HC HC HC 2268 698 NC GRID NAD 83/NSRS 2007 RIPRAP PAD CLASS B 17BP.4.R.07 HALIFAX 12+84.80 -L- BETWEEN SR1108 & SR1102 OVER BEECH SWAMP CREEK BRIDGE #53 ON SR1100 NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF REPLACES BRIDGE NO. 53 DRAWN BY : CHECKED BY : DATE : DATE : $$$$$$SYSTIME$$$$$ $$$$USERNAME$$$$ $$$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$ KE RAM/CG 07/13 07/13 NC LICENSE F-1222 TEL. (910) 343-1048 FAX. (910) 790-8282 WILMINGTON, NC 28401 243 NORTH FRONT STREET T 3 GPS 41-0053-3 854210.2330 2437607.7710 61.90 OUTSIDE PROJECT LIMITS 2 GPS 41-0053-2 854474.3690 2437205.4500 62.06 12+04.87 15.81 LT 1 GPS 41-0053-1 854617.0036 2436991.5408 61.36 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET BL DATUM DESCRIPTION IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY THE COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT WITH NAD 1983/2007 STATE PLANE GRID COORDINATES OF NCDOT FOR MONUMENT "GPS 41-0053-2" NORTHING: 854474.369(ft) EASTING: 2437205.450(ft) COORDINATES FOR "GPS 41-0053-1" AND "GPS 41-0053-3" GROUND DISTANCES IN FIELD WERE USED TO DETERMINE CRAIG WEST RENTALS LLC DOUGLAS HILL FARM LLCPC 4 PG 253 6 0 . 0 0 ’ 6 0 . 0 0 ’ EASEMENT CONSTRUCTION PROPOSED F F FF F F F F E E E E E E E E E E E E E F F HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC F F F HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HC HCHC HCHC HC HC HC HC HCHC HC HC P O T S t a . 1 0 + 0 0 . 0 0 P O T S t a . 1 5 + 7 0 . 4 1 ELEV. 62.59 STA. 10+06.92 -L- ELEV. 63.38 STA. 15+61.48 -L- -L- (SR 1100) GRADE DATA (+)0.5994% PI = 10+30.00 PI = 11+32.30 EL = 64.66’ EL = 62.77’ EL = 63.82’ PI = 14+12.30 PI = 15+17.42 EL = 63.13’ (+)0.4625%(-)0.6529%(-)0.3000%(+)1.8470% 20’ BSTSR 1100DOUGLAS HILL FARM RD. B E E C H S WA MP C R E E K B E E C H S WA MP C R E E K C O N T R A C T # D D 0 0 0 X X W B S # 1 7 B P . 4 . R . 0 7 RELOCATED BY OTHERS. EXISTING UTILITIES TO BE ELEV. 61.61’ 31’ RIGHT OF BL STA. 14+31.00 RR SPIKE IN BASE OF 40" SYCAMORE TBM: TBM-1 END BTS & INT BTS;TIMBER CAPS/TIMBER PILES STEEL PLANK FLOOR ON I-BEAMS; SPANS: 1@40’3",2@40’, 1@40’3" 24’-0" CLEAR ROADWAY EXISTING BRIDGE NO. 53 TBM #1 PLAN SCALE: 1"=20’ SCALE: 1"=20’ PROFILE ALONG { SURVEY STA. 11+74.05 -L- BEGIN APPROACH SLAB STA. 10+06.92 -L- BEGIN PAVEMENT STA. 15+61.48 -L- END PAVEMENT BEGIN PAVEMENT STA. 10+06.92 -L- (REMOVE) EXISTING BRIDGE NO.53 (TYP. U.O.N.) G.R. ANCHOR TYPE-350 (TYP.) SLOPE STAKE LINE STA. 13+95.55 -L- END APPROACH SLAB SHBG TB 2GI TB 2GI SHBG RIPRAP PAD CLASS B TB 2GI 15 " 15" 1 5 " C M P SLOPE ABUTMENT CLASS II RIP RAP 58.1’OVERTOPPING FLOOD ELEVATION - >500 YRSFREQUENCY OF OVERTOPPING FLOOD - CFS12000OVERTOPPING DISCHARGE - OVERTOPPING DATA 58.40’BASE HIGH WATER ELEVATION - CFS8000BASE DISCHARGE (Q100) - 169 SQ. MI.DRAINAGE AREA - 56.7’DESIGN HIGH WATER ELEVATION - 25 YEARSFREQUENCY OF DESIGN FLOOD - CFS5500DESIGN DISCHARGE - HYDROGRAPHIC DATA WOODS WOODS WOODS SPAN B ALONG { SURVEY -L- FILL FACE TO FILL FACE SPAN A SPAN C STA. 12+84.8 { BRIDGE * * ** * GENERAL DRAWING 33’-10" CLEAR ROADWAY - 120 SKEWSTRUCTURE EXCAVATION DENOTES UNCLASSIFIED END APPROACH SLAB STA. 13+95.55 -L- END PAVEMENT STA. 15+61.48 -L- 197’-6" TOTAL LENGTH 66’-2"90’-6"40’-2" STA. 11+86.05 -L- WORK POINT 1 STA. 12+27.24 -L- WORK POINT 2 STA. 13+17.36 -L- WORK POINT 3 STA. 13+83.55 -L- WORK POINT 4 TO SR 1101 TO NC 258 10+00 11+00 12+00 13+00 14+00 15+00 30 40 50 60 SHEET. FOR PAVEMENT LAYOUT SEE ’ROADWAY DETAILS U.O.N. - UNLESS OTHERWISE NOTED UNITS. NOTE: GUARDRAIL LENGTHS AS SHOWN INCLUDE ANCHOR RAIL SHEET. VERTICAL CONCRETE BARRIER REQUIRED. SEE ’GUARDRAIL ANCHORAGE FOR DENOTES TYPE III GUARDRAIL CONNECTION DENOTES GEO-TECH BORE HOLE LOCATIONS.STA. 12+27.24 -L- { BENT 1 WORK POINT 2 STA. 11+86.05 -L- STA. 12+84.80 -L- { BRIDGE G.P. EL. ? FILL FACE END BENT 1 WORK POINT 1 STA. 11+74.05 -L- BEGIN APPROACH SLAB STA. 13+83.55 -L- STA. 13+17.36 -L- { BENT 2 WORK POINT 3 G.P. EL. ? FILL FACE END BENT 2 WORK POINT 4 1’-6" (TYP.) (TYP.) NORMAL TO CAP 1.5:1 SLOPE (TYP.) 0.5% SLOPE EARTH BERM (TYP.) 1’-0" MIN. FILTER FABRIC (TYP.) 2’ THICK WITH CLASS II RIP RAP (TYP.) PILES HP x PILE HP x 3’-6" (TYP.) ELEV. 58.40’ HIGH WATER 100-YEAR ELEV. 56.7’ 25-YEAR (TYP.) ? ELEV. ELEV. 50.1’ NWS 1200’0" EXCAVATION TO STRUCTURE UNCLASSIFIED 1’-6" (TYP). EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W SITE 1 SITE 3 SITE 2 SITE 4 ALLOWABLE IMPACTS ZONE 2 SITE 1 SITE 3 SITE 4 SITE 2 BZ 1 (sf)BZ 2 (sf)SITE ID 1552 1091 649 1274 997 3116 SF4223 SF BUFFER IMPACTS ALLOWABLE IMPACTS ZONE 1 TOTAL BUFFER IMPACTS PERMIT 5 5 DB UNKNOWN THOMAS B. COLEMAN, JR. DB 2391 PG 496 CRAIG WEST RENTALS, LLC PC 4 PG 253 DOUGLAS HILL FARM LLC PC 4 PG 253 DOUGLAS HILL FARM LLC 767 630 379 17BP.4.R.07 HALIFAX 12+84.80 -L- BETWEEN SR1108 & SR1102 OVER BEECH SWAMP CREEK BRIDGE #53 ON SR1100 NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF REPLACES BRIDGE NO. 53 DRAWN BY : CHECKED BY : DATE : DATE : $$$$$$SYSTIME$$$$$ $$$$USERNAME$$$$ $$$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$$$$ KE RAM/CG 07/13 07/13 NC LICENSE F-1222 TEL. (910) 343-1048 FAX. (910) 790-8282 WILMINGTON, NC 28401 243 NORTH FRONT STREET T 3 GPS 41-0053-3 854210.2330 2437607.7710 61.90 OUTSIDE PROJECT LIMITS 2 GPS 41-0053-2 854474.3690 2437205.4500 62.06 12+04.87 15.81 LT 1 GPS 41-0053-1 854617.0036 2436991.5408 61.36 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET BL DATUM DESCRIPTION IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY THE COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT WITH NAD 1983/2007 STATE PLANE GRID COORDINATES OF NCDOT FOR MONUMENT "GPS 41-0053-2" NORTHING: 854474.369(ft) EASTING: 2437205.450(ft) COORDINATES FOR "GPS 41-0053-1" AND "GPS 41-0053-3" GROUND DISTANCES IN FIELD WERE USED TO DETERMINE CRAIG WEST RENTALS LLC DOUGLAS HILL FARM LLCPC 4 PG 253 6 0 . 0 0 ’ 6 0 . 0 0 ’ EASEMENT CONSTRUCTION PROPOSED P O T S t a . 1 0 + 0 0 . 0 0 ELEV. 62.59 STA. 10+06.92 -L- ELEV. 63.38 STA. 15+61.48 -L- -L- (SR 1100) GRADE DATA (+)0.5994% PI = 10+30.00 PI = 11+32.30 EL = 64.66’ EL = 62.77’ EL = 63.82’ PI = 14+12.30 PI = 15+17.42 EL = 63.13’ (+)0.4625%(-)0.6529%(-)0.3000%(+)1.8470% BLUE-LINE CLASS C; NSW 2. BEECH SWAMP CREEK IS A 1. METHOD II CLEARING AND GRUBBING IMPACT NOTES: