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Home My WebLink About20150751 Ver 2__SF470036_PERMIT DRAWINGS_2019.11.05_20191112NORTH CAROLINA 76°30' 35°3a� 365POOmE 39290OOmN HYDE COUNTY ,�� N,o ,,AO 83,CORS 96 i 1000' 500' 0' 1000' 2000' USGS SCRANTON, NC 7.5' QUADRANGLE (2013) LA, AIMaI1\110IW)M.UTILIII N C D®T DIVISION OF HIGHWAYS HYDE COUNTY PROJECT:I7BP.1.R.63 (SF-470036) REPLACEMENT OF BRIDGE NO.470036 ON SR 1143 OVER SMITH CREEK 27'30' WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Permanent Hand Clearing in Wetlands (ac) Temporary Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 11+50 to 12+89 -L- RT Bridge; 2-span < 0.01 < 0.01 < 0.01 2 11+54 to 12+89 -L- LT Bridge; 2-span < 0.01 < 0.01 0.01 3 13+58 to 15+35 -L- LT Bridge; 2-span < 0.01 < 0.01 0.01 < 0.01 4 13+57 to 15+22 -L- RT Bridge; 2-span 0.02 < 0.01 < 0.01 TOTALS*: 0.04 < 0.01 0.04 < 0.01 0 0 0 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb May 12, 2015 UTILITY NARRATIVE REPLACE BRIDGE NO. 470036 IN HYDE COUNTY Existing Utilities: • The overhead power line over the existing bridge owned by Tideland Electric Membership Co-op will be temporarily relocated to accommodate the construction of the proposed bridge. A temporary pole will be placed at the northwest side of the bridge to temporarily relocate the existing overhead power line and will be removed once the construction of the bridge is completed. • A pedestal of the underground telephone cable owned by Century Link is situated in close proximity to the proposed guardrail at the northwest side of the proposed bridge and the underground line is in conflict to the proposed guardrail on both ends of the proposed bridge. The underground telephone line have enough slack that a relocation is not necessary but a representative from Century Link will be on site to protect the line during the construction of guardrail at the said location. PARCEL NO. PROPERTY OWNERS NAMES AND .ADDRESSES NAMES PROPERTY .ADDRESS 10 MB E7 PG 33 PHYLLIS SAWYER SR 1143 4995 LOOP RD. HYDE COUNTY SCRANTON,NC 27875 O2 DB 282 PG 235 KELLY N. DAVIS SR 1143 KATHERINE DAVIS HYDE COUNTY 19770 US 264 SWAN OUARTER,NC 27885 O3 DB 168 PG 276 EARL WILSON SR 1143 128-E W VICTORIA CT. HYDE COUNTY GREENVILLE, NC 27834 4O DB 345 PG 107 PHYLLIS SAWYER SR 1143 4995 LOOP RD. HYDE COUNTY SCRANTON,NC 27875 SHEET NO. 7 V) 0 w w REVISED /05/20 9 co I BUFFER IMPACTS PERMIT I I UT L— TY NOTES THIS PEAK S FOR ENS RONMENTAL_ PERM TT NG ONLY. 20 PROPOSED HOR ZONTAL_ ALIGNMENT IS FOR REFERENCE SBG ONLY. NO DECK DRA NS OVER OPEN WATER EST 2 TONS CLASS B RIP RAP EST 7 SY GEOTEXTI LE MODIFIED CONCRETE FLUME o OUTLET DATA o 0 o � +o Q10 = 0.7 CFS PHYEE S SAWYER V10 = 0.6 FPS INV. EL. = 1.00' MB E7 PG 33 COASTAL MARSH EXIST R/W WEB o 30, TO SLADESVILLE EXIST R/W PHYLLIS SAWYER DB 147 PG 354 MB E7 PG 33 COASTAL_ MARSH BUFFER MPACTS BZ I BZ 2 SITE I 377 SF I ^:; SF SITE 2 782 'SF Z - SF SITE � 289 SF lit SF SITE 4 2_- SF 242 -L- STA. 11 + 80 LT TQ ["ENTER RRlllnF CTA 1 STA. 12 + 67 LT ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 vo +, W ESON9 EARL DB 168 PG 276 MB F8 PG 43 TAE MARSH ALL WETLAND AREAS DETERMINED BY CLOY WILLIS DIVISION ENVIRONMENTAL_ OFFICER AS POCKET AgB9C9D PROJECT REFERENCE NO. SF-470056 R/W SHEET NO. ROADWAY DESIGN ENGINEER JUR6DlCTlONAL HYDRAULICS ENGINEER MODflED I I-1-lflG PERMIT DRAWING SHEET 07 OF 09 W 10 P1= 12+60A0 EL = 4.09' VC = 30' K = 20 P1 = 13+95.00 EL = 4.49 END BRIDGE VC = 40' STA. 13 + 69 K = 20 P1= 15+10.00 EL = 2.52' ELEV = 4.41' CENTER BRIDGE STA. 13+24.00 —L— - P1 = 11+ n' o - NWSE H 51on SF CI ASS 11 RIPRAP -1 rLING BRIDGE x -2 11 +00 11 +50 STRUCTURE HYDRAULIC DESIGN DISCHARGE = DESIGN FREQUENCY = DESIGN WS ELEVATION BASE DISCHARGE = BASE FREQUENCY = BASE WS ELEVATION = OT DISCHARGE = OT FREQUENCY = OT WS ELEVATION = ROADWAY LOW POINT 12+00 12+50 13+00 PROFILE DATA 470 CFS 25 YRS = 0.8FT 700 CFS /00 YRS 1.56 FT 615 CFS 50+ YRS /.0 FT @ . 13+50 14+00 14+50 15+00 NCDOT DIVISION OF HIGHWAYS HYDE COUNTY PROJECT:I7BP.1.R.63 (SF-470036) REPLACEMENT OF BRIDGE NO.470036 ON SR1143 OVER SMITH CREEK SHEET OF 06/ 11./ 15 i ® � ® � ® ® � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � a � a � a + i ® � ® � ® -69 � a � m a � a � w e S i ®�® � ®®® � maa wma � m72 � »aw � daJ mmw wam mam � wmw � mmw eam � wam waa +aa