The URL can be used to link to this page

Home My WebLink About20130865 Ver 1_PCN Figures_ALL_20141023• ."i �' �• ' , Y � MW Legend 7-44 � a '.' �— Airports - �► �- 1 -9 NC Highway — State Roads proposed Easement _�. 1� r � 03030007060010 DUPLIN COUNTY Scale: NTS EBX ' � .• : � f � A t . 09 L Muddy Creek Drainage Area n 4.58 square miles a , t 1 l �� / 1 � ! � �\ �' •. • cam°"` \ s ;48sq.:ri. \ 1 0 • 1R � 1 \ Legend ® Muddy Creek Drainage Area Q Drainage Areas = / Proposed Easement' la /\ Proposed Streams Beula 'ill'e! and Potters! FoA WoA ToA NbA N d GoA a Jc co'� Ra 24_ WoA ' NbA NbB AuB / WIC'' GoA/ AuB GoA MCC �� NbB � AuB M ki4 NbA � AuB �1 MU m � NbB AB� ..w NbB a� NbA McC M A� B MCC M! ` ; Soil Symbol AuB NbA _ Nb Name Autryville loamy fine sand, 0 - 6% slopes S GoA MCC Goldsboro loamy sand, 0 - 2% slopes Marvyn and Gritney soils, 6 -15% slopes MkA Muckalee loam, 0 - 1% slopes AUB M -W NbA MCC Miscellaneous water Noboco loamy fine sand, 0 - 2% slopes NbB Noboco loamy fine sand, 2 - 6% slopes RaA Source: NRCS Soil D'aDuplin County WoA Rains fine sandy loam, 0 - 1 % slopes Woodington loamy fine sand, 0 -1 %slopes Figure 3. Legend NRCS Soils Map — Proposed Streams Best Stream and Wetland Mitigation Site Q Proposed Easement 0 750 1,500 a , * 1 inch = 1,500 feet 3,000 Duplin County Soils Feet Target Parcels Figure 4. Current Conditions Map Best Stream and Wetland Mitigation Site 0 625 1,250 2,500 Feet 1 inch = 1,250 feet - Proposed Streams EDProposed Easement Riparian Non - riverine Wetlands Riparian Riverine Wetlands Target Parcels im UT2 309 LF of Stream Preservation and Buffer Enhancement 2,770 LF of P1 Restoration Channel Slope = 0.0045 ft/ft Drainage Area = 0.21 miZ W2 0.29 ac of Restoration W1 3.66 ac of Restoration UT1 303 LF of Stream Preservation 1 and Buffer Enhancement 1,723 LF of P1 Restoration Channel Slope = 0.0059 ft/ft Drainage Area = 0.08 miZ IW3b 0.59 ac of Restoration I W3a 0.58 ac of Restoration ..+ - Muddy Creek 9,073 LF of Stream Preservation and Buffer Enhancement Channel Slope = 0.0011 ft/ft Drainage Area = 4.57 miZ UT3 64 LF of Stream Preservation and Buffer Enhancement 812 LF of Enhancement II Channel Slope = 0.0083 ft/ft Drainage Area = 0.07 miZ UT4 655 LF of Stream Preservation and Buffer Enhancement 510 LF of Headwater Valley Restoration Channel Slope = 0.0093 ft/ft Drainage Area = 0.06 miZ Mitigation Type Enhancement I — Enhancement II — Headwater Valley Restoration — P1 Restoration Stream Preservation & Buffer Enhancement Wetland Restoration Figure 5a. �,j BMP Locations Conceptual Design �... StreamCrossing Best Stream and Wetland Mitigation Site Proposed Fencing a a 0 250 500 1,000 2 f Contours Feet Proposed Easement 1 inch = 700 feet Parcels UT6 450 LF of Enhancement I Channel Slope = 0.009 ft/ft Drainage Area = 0.06 miZ UT8 825 LF of Enhancement 1 313 LF of Stream Preservation and Buffer Enhancement Channel Slope = 0.006 ft/ft Drainage Area = 0.07 miZ UT7 3,183 LF of Stream Preservation and Buffer Enhancement Channel Slope = 0.004 ft /ft Drainage Area = 0.60 miZ UT9 1,171 LF of Stream Preservation and Buffer Enhancement Channel Slope = 0.008 ft/ft Drainage Area = 0.05 miZ Mitigation Type Enhancement I Enhancement 11 Headwater Valley Restoration P1 Restoration Stream Preservation & Buffer Enhancement L= Wetland Restoration " UT5 4,043 LF of Stream Preservation and Buffer Enhancement Channel Slope = 0.004 ft/ft Drainage Area = 0.25 miZ Muddy Creek qD9,073 LF of Stream Preservation and Buffer Enhancement Channel Slope = 0.0011 ft/ft rainage Area = 4.57 miZ N= UT10 768 LF of Stream Preservation and Buffer Enhancement Channel Slope = 0.004 ft/ft Drainage Area = 0.56 miZ Figure 5510. = Stream Crossing Conceptual Design )- Proposed Fencing Best Stream and Wetland Mitigation Site O Proposed Easement �,a a 0 400 800 1,600 Parcels Feet 1 inch = 1,000 feet 2 ft Contours S4 UT2 i.' S1 4j, S2 UT1 S7� S9 �c � S6 .. L UT3 UT4 r� Mitigation Type Enhancement I A` Enhancement II — Headwater Valley Restoration — P1 Restoration ' Stream Preservation & Buffer Enhancement Wetland Restoration � Figure 6a. Riparian Non - riverine Wetlands Riparian Riverine Wetlands Stream and Wetland Impacts Proposed Easement Best Stream and Wetland Mitigation Site Parcels +sa_` 0 350 700 1,40eet X--- Proposed Fencing i inch = 700 feet ;� Stream Crossing