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Home My WebLink About20150537 Ver 1_Application_20150601Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) 1 PIPE REPLACMENT PIPE REPLACMENT <0.01 (H)<0.01 (G) -0.03 - -11 (B)107 (F)- BANK STABILIZATION <0.01 (A)31 (D) - - - - - - - - - - TOTALS:<0.01 (A)<0.01 (H)<0.01 (G)0 0.03 0 0 32 107 (F)0 Notes: (A) RIP RAP FILL TO STABILIZE BANK AREAS DOWN TO STREAM (RIP RAP EXTENDS BELOW OHWM - SEE PERMANENT STREAM IMPACTS FOR BANK STABILIZATION); ~100 SQ. FT. (B) 1 FT. OF PERMANENT STREAM IMPACTS IS FOR THE ADDITIONAL LENGTH OF THE HEADWALL; 0.5 FEET ON INLET AND 0.5 FEET ON OUTLET. PIPE IS 64 FEET LONG AND HEADWALLS 0.5 FT EACH EXTRA. TEN FEET IS FOR CLASS II STONE TO FILL IN BLOW HOLE AND CONTINUING UP THE BANKS (SEE BANK STABILIZATION ALSO WHICH OVERLAPS THIS) (D) FOR RIP RAP BANK STABILIZATION. 21 FEET IS ON INLET RT AS ONE IS TRAVELING IN THE DOWNSTREAM DIRECTION. 6 FEET IS ON INLET LEFT, HOWEVER, THIS SIX FEET IS ENCOMPASSED IN THE IMPACT PROVIDED FOR BY THE 21 FEET OF INLET RIGHT, ALTHOUGH ON OPPOSITE BANK. ALSO, TEN FEET OF BANK STABILIZATION ON THE OUTLET END (BOTH BANKS) WHICH TIES DIRECTLY INTO CLASS II FILL IN OF BLOW HOLE. (F) MOSTLY FOR DEWATERING EFFORTS; THERE IS MINIMAL TEMPORARY EXCAVATION TO REMOVE AND INSTALL PIPE STRUCTURES; THERE IS 27 FT INLET MAIN CHANNEL, 65 FT OUTLET MAIN CHANNEL, AND 15 FT INLET INTERMITTENT CHANNEL (G) TEMPORARY EXCAVATION FOR REMOVING AND INSTALLING PIPE STRUCTURE. APPROX. 160 SQ.FT. TOTAL - APPROX. 55 SQ. FT. OVERLAPS IN THE PERMANENT FILL AREA OF THE RIP RAP BANK STABILIZATION (H) TEMPORARY FILL FOR DEWATERING AND STABILIZATION DEVICES. APPROXIMATELY 400 SQ. FT. SHEET PILE AND OTHER DAMMING DEVICES. APPROX. 40 SQ. FT. OVERLAP OF PERMANENT FILL AREA FOR BANK STABILIZATION SHEET 1 OF 1 5/31/2015 SDM DUPLIN COUNTY BILL SUTTON RD PIPE NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS WBS # 3B.203111 WETLAND PERMIT IMPACT SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS Albertson SR 1546 NC 111/NC 903 Matthews Creek C Sw Project Location35.092411degN 77.813901degWUT to Matthews Creek C Sw 1 5 3 9 1546 1545 1531 1 5 1 9 1 5 6 8 NC-111&903 N C-111 NC-903 P i n e y G r o v e R d Sheep Pasture Rd Gregory Smith Rd 111 903 Pipe Replacement Proposal on SR 1546 0.25 m iles E of NC111/903South of Albertson, Duplin County ¹ 0 1,500 3,000 4,500 6,000750Feet Albertson SR 1546 NC 111/NC 903 Matthews Creek C Sw Project Location35.092411degN 77.813901degWUT to Matthews Creek C Sw 1 5 3 9 1546 1545 1531 1 5 1 9 1 5 6 8 NC-111&903 N C-111 NC-903 P i n e y G r o v e R d Sheep Pasture Rd Gregory Smith Rd 111 903 Pipe Replacement Proposal on SR 1546 0.25 m iles E of NC111/903South of Albertson, Duplin County ¹ 0 1,500 3,000 4,500 6,000750Feet Albertson SR 1546 NC 111/NC 903 Matthews Creek C Sw Project Location35.092411degN 77.813901degWUT to Matthews Creek C Sw 1 5 3 9 1546 1545 1531 1 5 1 9 1 5 6 8 NC-111&903 N C-111 NC-903 P i n e y G r o v e R d Sheep Pasture Rd Gregory Smith Rd 111 903 Pipe Replacement Proposal on SR 1546 0.25 m iles E of NC111/903South of Albertson, Duplin County ¹ 0 1,500 3,000 4,500 6,000750Feet