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Home My WebLink About20180865 Ver 1_B5503_Permit Package Wetland_20180621_20180621(Version 2.07; Released October 2016)55003.1.FR1TIP No.:B-5503County(ies):Martin Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2040Existing: Year:Aquatic T&E Species?NoComments:YesNoNoDeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)ac.SR 1142 (Prison Camp Road): Two paved lanes (total 24') with open grassed shoulders on each side.4800jdalton@sungatedesign.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water BodyTar-PamlicoBuffer Rules in Effect:None3200SR 1142 (Prison Camp Road): Two paved lanes (total 24'). 8' shoulders on each side (11' with guardrail) with 4' paved shoulder. Varying fill and cut slopes (see project XSC's for detailed information).Waterbody Information2015NCDWR Stream Index No.:55003.1.FR1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The North Carolina Department of Transportation (NCDOT) has proposed to relocate Prison Camp Road (SR 1142) in Robersonville, NC. There is one proposed major structure involved with the roadway relocation of Prison Camp Road. The proposed relocation involves a construction of a new bridge (1@40', 1@55', 1@40') spanning Collie Swamp. In the project limits, Collie Swamp is a jurisdictional stream and listed in the effective Martin County FIS as a FEMA Limited Detailed Study stream. The roadway relocation and bridge construction have been designed to have as little environmental and surface water impacts as possible. Excavation was kept to a minimum and proposed stream channels were tied into the existing stream with as little impact as possible. Where excavation is necessary, coir fiber matting and riprap were utilized for bank stabilization in an attempt to reduce sediment transport and streambank erosion. The existing road grade has been excavated to the existing natural ground in the swamp and will be mitigated to reduce impacts. The proposed roadway side slopes have been reduced to 2:1 in order to minimize impacts of the roadway relocation.Sungate Design Group, P.A.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Highway Division 1Address:General Project InformationB-5503WBS Element:Roadway RelocationWBS Element:Joshua G. Dalton, PE, CPESCNCDOT Contact:(252) 482-1876905 Jones Franklin RoadRaleigh, NC 27607Contractor / Designer:(919) 859-2243tcwillis@ncdot.govEdenton, NC 27932Address:3/27/2018MartinRobersonvilleClay Willis113 Airport Drive, Suite 100River Basin(s): City/Town:0.7Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoSwamp, Forest, AgricultureCollie Swamp28-103-40.60.18Project DescriptionProposed ProjectTar-PamlicoNoneSupplemental Classification: (NSW)Swamp Waters (Sw) Wetlands within Project Limits? WETLAND AND SURFACE WATER IMPACTS PERMIT MARTIN COUNTY BRIDGE NO. 53 OVER COLLIE SWAMP ON GRADING, DRAINAGE, PAVING AND STRUCTURE 5 20 10 D T V = = = = = = 3200 4800 10 60 3 50 % % MPH ADT ADT 2015 2040 % * DUAL 2 * TTST =1 FUNC CLASS = MinorCollector DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED K COLLI E SWAMPTo Williamston To NC 9034 -L- DEWAYNE L. SYKES, PE BRYAN E. HOUGH, PE TOTAL LENGTH OF TIP PROJECT B-5503 = .175 MILES LENGTH OF STRUCTURE TIP PROJECT B-5503 = .026 MILES LENGTH OF ROADWAY TIP PROJECT B-5503 = .149 MILES 1142 903 1155 1147 1142 1154 1157 903 PROJECT PI TT COUNTYM ARTI N COUNTYVICINITY MAP PRISON CAMP ROAD NC 125 (SR 1142) 1. THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES. 5012.525 12.525 50 1148 1113 OFFSITE DETOUR 1153 0 0 0 PROFILE (HORIZONTAL) 55003.1.FR1 PE BRSTP-0125(6) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. 2012 STANDARD SPECIFICATIONS PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK:09/08/99B-5503 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 See Sheet 1-A For Index of Sheets 3/19/2018B5503_Hyd_prm_wet_psh_01.dgnjharveyCONTRACT:TIP PROJECT:B-5503 ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NAREGIONAL TIER 2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.75% PLANSPrepared in the Office of: KCI http://www.kci.com Fax (919) 783-9266 Phone (919) 783-9214 Raleigh, NC 27609 Suite 400 4505 Falls of Neuse Road KCI Associates of N.C., P.A. DIVISION OF HIGHWAYS Plans Prepared For: Raleigh NC, 27610 1000 Birch Ridge Dr. -L- STA 21+60.69 BEGIN BRIDGE -L- STA 22+98.31 END BRIDGE 55003.1.FR1 BRSTP-0125(6)R/W & UTIL. See Sheet 1B For Conventional Symbols FEBRUARY 28, 2018 -L- POT STA 18+10.00 BEGIN STATE TIP PROJECT B-5503 -L- STA 27+30.00 END STATE TIP PROJECT B-5503 NSRS 2007NAD 83/ PERMIT DRAWING SHEET 1 OF 6 COLLI E SWAMPDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4 B-5503 6/21/2018B5503_Hyd_prm_wet_psh_04.dgnjdalton8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PAVEMENT REMOVAL FOR -L- PROFILE, SEE SHEET NO. 5 BRIDGE APPROACH SLAB -L- TYPE-III TYPE-III TYPE-III 0404RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT 8:1 8:1 8:1 8 :112'12'4'PS4'PSRALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 FAX (919) 859-6258 SUNGATE DESIGN GROUP, P.A. ENG FIRM LICENSE NO. C-890 905 JONES FRANKLIN ROAD4'12'4'12'MIN.MIN.-L- TYPE-III 4'PS12'12'4'PS-L- STA 21+49.65 BEGIN APPROACH SLAB Fax (919) 783-9266 KC I 4505 Falls of Neuse Road, Suite 400 Raleigh, NC 27609-6270 Phone (919) 783-9214http://www.kci.com Engineers Planners Scientists Construction Managers -L- STA 21+60.69 BEGIN BRIDGE -L- STA 22+98.31 END BRIDGE -L- STA 23+09.35 END APPROACH SLAB WETLAND DENOTES FILL INFF HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN SITE 1 SITE 2 SITE 3 SITE 4 T T FILL IN WETLAND DENOTES TEMPORARY =0.46 ACRES TO ADJACENT WETLAND ELEVATION EXCAVATE EXISTING ROADWAY FILL POWER LINE PROPOSED OVERHEAD POWER LINE PROPOSED OVERHEAD NSRS 2007NAD 83/WOODS WOODS WOODS WOODS CULT CULT SR 1142 (PRI SON CAM P RD) 23' BSTMTL GUARDRAIL MTL GUARDRAIL MTL GUARDRA IL MTL GUARDRA IL N 32°23'42" WS 33°18'38" EDB 24 PG 916NYSSA BURDICK ETALS DB 24 PG 587KIMBERLY WARRENWORLEY MOORE & DB 4 PG 421DOROTHY MIZELLE HEIRS DB 24 PG 919NYSSA BURDICK ETALS SC A T TE R ED TR E E S-L- POT STA 18+10.00 BEGIN STATE TIP PROJECT B-5503 -L- -L-15202530-L- STA 27+30.00 END STATE TIP PROJECT B-5503 1 2 4 3 +52 END SBG +50 END SBG TO BE REMOVED EXTG BRIDGE ELEV. 33.9 (TYP.) CLASS II RIP RAP UP TO GTD GTD GTD GTD GTD GTD GTD w/ NSFG TB 2GI w/ NSFG TB 2GI w/ NSFG TB 2GI EST 7 SY GF EST 2 TONS CL B RIP RAP EST 7 SY GF EST 2 TONS CL B RIP RAP 18"w/ NSFG TB 2GI 18" RCP-IV 18" RCP-IV (TYP.)+39(TYP.)+22w/ NSFG TB 2GI18" 18" RCP-IV SEE DETAIL 1 EST. 300 SY GEOTEXTILE EST. 62 TONS CL B RIP-RAP w/ CL B RIP-RAP TOE PROTECTION Fill Slope2:1 or Flatter Type of Liner= CL B RIP-RAP DETAIL 1 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile d=1.5 Ft. FROM STA. 18+50 -L- TO STA. 21+39 -L- LT FFFFF F F C F C F C F C F C F C F C F C F C F C F C F F F F COLLI E SWAMPDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 4 B-5503 6/21/2018B5503_Hyd_prm_wet_psh_04a.dgnjdalton8/17/99DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PAVEMENT REMOVAL FOR -L- PROFILE, SEE SHEET NO. 5 BRIDGE APPROACH SLAB -L- TYPE-III TYPE-III TYPE-III 0404RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT 8:1 8:1 8:1 8 :112'12'4'PS4'PSRALEIGH, NORTH CAROLINA 27606 TEL (919) 859-2243 FAX (919) 859-6258 SUNGATE DESIGN GROUP, P.A. ENG FIRM LICENSE NO. C-890 905 JONES FRANKLIN ROAD4'12'4'12'MIN.MIN.-L- TYPE-III 4'PS12'12'4'PS-L- STA 21+49.65 BEGIN APPROACH SLAB Fax (919) 783-9266 KC I 4505 Falls of Neuse Road, Suite 400 Raleigh, NC 27609-6270 Phone (919) 783-9214http://www.kci.com Engineers Planners Scientists Construction Managers -L- STA 21+60.69 BEGIN BRIDGE -L- STA 22+98.31 END BRIDGE -L- STA 23+09.35 END APPROACH SLAB WETLAND DENOTES FILL INFF HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN SITE 1 SITE 2 SITE 3 SITE 4 T T FILL IN WETLAND DENOTES TEMPORARY =0.46 ACRES TO ADJACENT WETLAND ELEVATION EXCAVATE EXISTING ROADWAY FILL POWER LINE PROPOSED OVERHEAD POWER LINE PROPOSED OVERHEAD 232324242425252 5 25252525 26262626 27272728282828 282828 29 292929 2 9 292929292 92929 2930 30 303030303030303030303030303030303 0303 030 3030303030 30 30303030 30 30303030 3030 303030303031313131 31 31 31 3131313131313131313 13131 31 31313131 3131313131313131 3131313 1 3 1 3131313 1 32 32323232 32 32 32 323232323232 3232323232 3233 3333333333 33 33 33 333333333333 3333333334343434 34343434 34 3535353535 35 3536NSRS 2007NAD 83/WOODS WOODS WOODS WOODS CULT CULT SR 1142 (PRI SON CAM P RD) 23' BSTMTL GUARDRAIL MTL GUARDRAIL MTL GUARDRA IL MTL GUARDRA IL N 32°23'42" WS 33°18'38" EDB 24 PG 916NYSSA BURDICK ETALS DB 24 PG 587KIMBERLY WARRENWORLEY MOORE & DB 4 PG 421DOROTHY MIZELLE HEIRS DB 24 PG 919NYSSA BURDICK ETALS SC A T TE R ED TR E E S-L- POT STA 18+10.00 BEGIN STATE TIP PROJECT B-5503 -L- -L-15202530-L- STA 27+30.00 END STATE TIP PROJECT B-5503 1 2 4 3 +52 END SBG +50 END SBG TO BE REMOVED EXTG BRIDGE ELEV. 33.9 (TYP.) CLASS II RIP RAP UP TO GTD GTD GTD GTD GTD GTD GTD w/ NSFG TB 2GI w/ NSFG TB 2GI w/ NSFG TB 2GI EST 7 SY GF EST 2 TONS CL B RIP RAP EST 7 SY GF EST 2 TONS CL B RIP RAP 18"w/ NSFG TB 2GI 18" RCP-IV 18" RCP-IV (TYP.)+39(TYP.)+22w/ NSFG TB 2GI18" 18" RCP-IV SEE DETAIL 1 EST. 300 SY GEOTEXTILE EST. 62 TONS CL B RIP-RAP w/ CL B RIP-RAP TOE PROTECTION Fill Slope2:1 or Flatter Type of Liner= CL B RIP-RAP DETAIL 1 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile d=1.5 Ft. FROM STA. 18+50 -L- TO STA. 21+39 -L- LT FFFFF F F C F C F C F C F C F C F C F C F C F C F C F F F F SURFACE WATER IMPACTS SURFACE WATER IMPACTS 0 10'5' 10' SCALE: 1"=20' 20' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 04B B-5503 6/21/2018B5503_Hyd_prm_wet_psh_04b.dgnjdalton8/17/99INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED WETLAND DENOTES FILL INFF HC HC CLEARING DENOTES HAND S S SURFACE WATER DENOTES IMPACTS IN SITE 2 SITE 1 SITE 4 SITE 3 IN WETLAND TEMP FILL TEMP FILL IN WETLAND T T FILL IN WETLAND DENOTES TEMPORARY =0.46 ACRES TO ADJACENT WETLAND ELEVATION EXCAVATE EXISTING ROADWAY FILLCOLLIE SWAMP-L- 18" RCP-IV WETLANDHAND CLEARING FILL IN WETLAND WETLANDHAND CLEARINGWETLANDHAND CLEARING IMPACTS IN SURFACE WATER FILL IN WETLAND WETLANDWETLANDHAND CLEARINGWETLANDIMPACTS IN SURFACE WATER FILL IN WETLAND WETLANDHAND CLEARINGWETLANDHAND CLEARINGWETLANDHAND CLEARING WETLANDHAND CLEARINGWETLANDHAND CLEARING FILL IN WETLAND SITE 3 SITE 3 SITE 3 SITE 1 SITE 3 SITE 4 SITE 4 SITE 4 SITE 2 SITE 2 SITE 4 TEMP FILL IN WETLAND TEMP FILL IN WETLAND TEMP FILL IN WETLAND TEMP FILL IN WETLAND TEMP FILL IN WETLAND TEMP FILL IN WETLAND 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 5/1/2018B5503_Hyd_prm_wet_psh_xpl.dgnjharveyPROJ. REFERENCE NO.SHEET NO.0 6/23/1630 30 40 40 21+50.00 30 30 40 40 22+00.00 30 30 40 40 22+50.00 30 30 40 40 23+00.00 30 30 40 40 23+50.00 30 30 40 40 24+00.00 30 30 40 40 24+50.00 X-2B-5503 -L- 5 10 20 20 20 20 20 20 20 20 2:1 0.040 0.040 29.01 2: 1 24.94 23.40 2:1 0.040 0.040 27.51 2: 1 0.040 0.040 29.03 2: 12:1 0.0400.040 29.53 2: 12:1 0.0400.040 29.99 2: 12:1 PERMIT DRAWING SHEET 5 OF 6 HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 18+10 to 22+06 -L-LTROADWAY FILL0.140.23ABUTMENT RIP RAP0.01392 18+10 to 22+06 -L-RT ROADWAY FILL0.020.043 22+79 to 27+08-L-LTROADWAY FILL0.320.04 < 0.0110ABUTMENT RIP RAP0.03744 22+79 to 28+09-L-RT ROADWAY FILL0.030.17TOTALS*:0.46 0.050.48 0.05123 0 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 6OF 6WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSMARTIN COUNTYB-550355003.1.FR1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS5-2-18