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HomeMy WebLinkAbout20210557 Ver 1_401-404 data sheets_20210430 NC DWQ Stream Identification Form Version 4.11 Date: a p1,6\f ®Z ( Project/Site:t`i' _�7/0 4 T Latitude: Evaluator: `\ t '`.-JA 1 ' Q co A �.�, County: ( e�,. Longitude: Total Points: Stream Determination(circle one) Other Stream is at least intermittent if> 19 or perennial if>30' ;� t T u; Ephemeral Intermittent Perennial e.g. Quad Name: A. Geomorphology (Subtotal = . ,7 ) Absent Weak Moderate Strong 1a.Continuity of channel bed and bank 0 1 () 3 2.Sinuosity of channel along thalweg 0 2 3 3. In-channel structure:ex. riffle-pool,step-pool, 0 ripple-pool sequence 2 3 4. Particle size of stream substrate 0 (Ti 2 3 5.Active/relict floodplain 00 1 2 3 6. Depositional bars or benches 0 (1) 2 3 7. Recent alluvial deposits CO 1 2 3 8. Headcuts 1 2 3 9. Grade control 0 0.5 (0 1.5 10. Natural valley 0 0.5 1 1.5 11.Second or greater order channel No=0 Yes=3 a artificial ditches are not rated;see discussions in manual B. Hydrology (Subtotal = ) ) 12. Presence of Baseflow 0 1 2 13. Iron oxidizing bacteria 0 1 3 14. Leaf litter 1.5 'J 0.5 0 15. Sediment on plants or debris tv) 0.5 1 1.5 16. Organic debris lines or piles 0- 0.5 1 1.5 17.Soil-based evidence of high water table? No=0 del C. Biology (Subtotal = ` . . ) 18. Fibrous roots in streambed 3 7. 1 0 19. Rooted upland plants in streambed n 2 1 0 20. Macrobenthos(note diversity and abundance) 0 2 3 21.Aquatic Mollusks 0' 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0' 0.5 1 1.5 24.Amphibians 0' 0.5 1 1.5 25.Algae 0 0.5 1 1:5'` 26. Wetland plants in streambed FACW=0.75; OBL= 1.5 :Other 0` *perennial streams may also be identified using other methods.See p.35 of manual. Notes: Sketch: i Y� l , . z _ 1 , i t r 1 , - • - ' " - -..... , -,--- - 1,ie - ri,„. 1 --`„, _ ..• -*"' Ye-,-t. .... 1.,A A:, . "b, / tr..,_ k Mil . ..... ._ -I , I __ d SR 1606 (SI es 1 r„, _d_1(.2,.. -Unipn County , , Art nu d -•.• . -, „-- r ' p. 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Latitude/Longitude(deci-degrees) 35.130673-80.478338 Evidence of stressors affecting the assessment area(may not be within the assessment area) Please circle and/or make note on last page if evidence of stressors is apparent. Consider departure from reference,if appropriate, in recent past(for instance,approximately within 10 years). Noteworthy stressors include,but are not limited to the following. • Hydrological modifications(examples: ditches,dams, beaver dams,dikes, berms,ponds,etc.) • Surface and sub-surface discharges into the wetland(examples:discharges containing obvious pollutants,presence of nearby septic tanks,underground storage tanks(USTs),hog lagoons,etc.) • Signs of vegetation stress(examples: vegetation mortality,insect damage,disease,storm damage,salt intrusion,etc.) • Habitat/plant community alteration(examples: mowing,clear-cutting,exotics,etc.) Is the assessment area intensively managed? Yes ;. No Regulatory Considerations -Were regulatory considerations evaluated? /+Yes r No If Yes,check all that apply to the assessment area. 7 Anadromous fish Federally protected species or State endangered or threatened species 7 NCDWR riparian buffer rule in effect 7 Abuts a Primary Nursery Area(PNA) 7 Publicly owned property 7 N.C. Division of Coastal Management Area of Environmental Concern(AEC)(including buffer) 7 Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HOW, ORW,or Trout E Designated NCNHP reference community 7 Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream What type of natural stream is associated with the wetland, if any?(check all that apply) Blackwater Brownwater 7 Tidal(if tidal,check one of the following boxes) Lunar Wind Both Is the assessment area on a coastal island? ,-_Yes /+ No Is the assessment area's surface water storage capacity or duration substantially altered by beaver? _-_Yes i+ No Does the assessment area experience overbank flooding during normal rainfall conditions? ,-_Yes . No 1. Ground Surface Condition/Vegetation Condition—assessment area condition metric Check a box in each column. Consider alteration to the ground surface(GS)in the assessment area and vegetation structure (VS)in the assessment area. Compare to reference wetland if applicable(see User Manual). If a reference is not applicable, then rate the assessment area based on evidence of an effect. GS VS ,__A /+A Not severely altered B B Severely altered over a majority of the assessment area(ground surface alteration examples: vehicle tracks,excessive sedimentation,fire-plow lanes,skidder tracks,bedding,fill,soil compaction,obvious pollutants)(vegetation structure alteration examples: mechanical disturbance, herbicides,salt intrusion[where appropriate],exotic species,grazing, less diversity[if appropriate], hydrologic alteration) 2. Surface and Sub-Surface Storage Capacity and Duration—assessment area condition metric Check a box in each column. Consider surface storage capacity and duration(Surf)and sub-surface storage capacity and duration (Sub). Consider both increase and decrease in hydrology. A ditch<_ 1 foot deep is considered to affect surface water only, while a ditch > 1 foot deep is expected to affect both surface and sub-surface water.Consider tidal flooding regime,if applicable. Surf Sub ri A {:A Water storage capacity and duration are not altered. C B C` B Water storage capacity or duration are altered, but not substantially(typically, not sufficient to change vegetation). C` C C` C Water storage capacity or duration are substantially altered(typically,alteration sufficient to result in vegetation change)(examples:draining,flooding,soil compaction,filling,excessive sedimentation, underground utility lines). 3. Water Storage/Surface Relief—assessment area/wetland type condition metric(skip for all marshes) Check a box in each column for each group below. Select the appropriate storage for the assessment area(AA)and the wetland type(WT). AA WT 3a. C`A C A Majority of wetland with depressions able to pond water>1 foot deep { B C B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep { C c C Majority of wetland with depressions able to pond water 3 to 6 inches deep t'D C: D Depressions able to pond water<3 inches deep 3b. ('A Evidence that maximum depth of inundation is greater than 2 feet B Evidence that maximum depth of inundation is between 1 and 2 feet C Evidence that maximum depth of inundation is less than 1 foot 4. Soil Texture/Structure—assessment area condition metric(skip for all marshes) Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature. Make soil observations within the 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional indicators. 4a. A Sandy soil - B Loamy or clayey soils exhibiting redoximorphic features(concentrations,depletions,or rhizospheres) - C Loamy or clayey soils not exhibiting redoximorphic features 1.0 D Loamy or clayey gleyed soil E Histosol or histic epipedon 4b. A• Soil ribbon<1 inch B• Soil ribbon>_1 inch 4c. 'i A No peat or muck presence B A peat or muck presence 5. Discharge into Wetland—opportunity metric Check a box in each column. Consider surface pollutants or discharges(Surf)and sub-surface pollutants or discharges(Sub). Examples of sub-surface discharges include presence of nearby septic tank, underground storage tank(UST),etc. Surf Sub A t A Little or no evidence of pollutants or discharges entering the assessment area C B �`- B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the treatment capacity of the assessment area C C C C Noticeable evidence of pollutants or discharges(pathogen,particulate,or soluble)entering the assessment area and potentially overwhelming the treatment capacity of the wetland(water discoloration,dead vegetation,excessive sedimentation,odor) 6. Land Use—opportunity metric(skip for non-riparian wetlands) Check all that apply(at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining to assessment area within entire upstream watershed(WS),within 5 miles and within the watershed draining to the assessment area(5M),and within 2 miles and within the watershed draining to the assessment area(2M). Effective riparian buffers are considered to be 50 feet wide in the Coastal Plain and Piedmont ecoregions and 30 feet wide in the Blue Ridge Mountains ecoregion. WS 5M 2M ✓ A F. A r A >_10%impervious surfaces ✓ B r B r B Confined animal operations(or other local,concentrated source of pollutants) ✓ C r C r C >_20%coverage of pasture ✓ D r D r D >_20%coverage of agricultural land(regularly plowed land) ✓ E r E F E >_20%coverage of maintained grass/herb ✓ F r F F F >_20%coverage of clear-cut land ✓ G r G r G Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in the watershed or hydrologic alterations that prevent dainage and/or overbank flow from affectio the assessment area. 7. Wetland Acting as Vegetated Buffer—assessment area/wetland complex condition metric(skip for non-riparian wetlands) 7a. Is assessment area within 50 feet of a tributary or other open water? is Yes i`"No If Yes,continue to 7b. If No,skip to Metric 8. 7b. How much of the first 50 feet from the bank is weltand? (Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.) C' A >_50 feet ✓ B From 30 to<50 feet t* C From 15 to<30 feet C D From 5 to< 15 feet E <5 feet or buffer bypassed by ditches 7c. Tributary width. If the tributary is anastomosed,combine widths of channels/braids for a total width. C <_15-feet wide C > 15-feet wide ,-_ Other open water(no tributary present) 7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water? C Yes t No 7e. Is tributary or other open water sheltered or exposed? t Sheltered—adjacent open water with width<2500 feet and no regular boat traffic. C Exposed—adjacent open water with width>_2500 feet or regular boat traffic. 8. Wetland Width at the Assessment Area—wetland type/wetland complex condition metric(evaluate WT for all marshes and Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest,and Riverine Swamp Forest only) Check a box in each column. Select the average width for the wetland type at the assessment area(WT) and the wetland complex at the assessment area(WC). See User Manual for WT and WC boundaries. WT WC f A C'A >_100 feet C` B C` B From 80 to< 100 feet f C cc From 50 to<80 feet C` D c D From 40 to<50 feet ✓ E c E From 30 to<40 feet ✓ F c F From 15 to<30 feet r G C` G From 5 to< 15 feet C` H cH <5feet 9. Inundation Duration—assessment area condition metric(skip for non-riparian wetlands) Answer for assessment area dominant landform. C A Evidence of short-duration inundation(<7 consecutive days) C B Evidence of saturation,without evidence of inundation f C Evidence of long-duration inundation or very long-duration inundation(7 to 30 consecutive days or more) 10. Indicators of Deposition—assessment area condition metric(skip for non-riparian wetlands and all marshes) Consider recent deposition only(no plant growth since deposition). C A Sediment deposition is not excessive,but at approximately natural levels. C` B Sediment deposition is excessive,but not overwhelming the wetland. C` C Sediment deposition is excessive and is overwhelming the wetland. 11. Wetland Size—wetland type/wetland complex condition metric Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area:the size of the wetland type(WT),the size of the wetland complex(WC),and the size of the forested wetland(FW)(if applicable,see User Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut,select"K"for the FW column. WT WC FW(if applicable) A C`A CA >_500 acres C` B C` B C` B From 100 to<500 acres C` C C` C r C From 50 to< 100 acres C` D r D r D From 25 to<50 acres C` E r E r E From 10 to<25 acres C` F r F C` F From 5 to< 10 acres C` G C` G C` G From 1 to<5 acres C` H C` H c H From 0.5 to< 1 acre C` I rI C` I From 0.1 to<0.5 acre (:J J C4 J From 0.01 to<0.1 acre C` K r K C` K <0.01 acre or assessment area is clear-cut 12. Wetland Intactness—wetland type condition metric(evaluate for Pocosins only) i_A Pocosin is the full extent(>_90%)of its natural landscape size. t' B Pocosin is<90%of the full extent of its natural landscape size. 13. Connectivity to Other Natural Areas—landscape condition metric 13a. Check appropriate box(es)(a box may be checked in each column). Involves a GIS effort with field adjustment. This evaluates whether the wetland is well connected(Well)and/or loosely connected(Loosely)to the landscape patch,the contiguous metric naturally vegetated area and open water(if appropriate). Boundaries are formed by four-lane roads,regularly maintained utility line corridors the width of a four-lane road or wider,urban landscapes,fields(pasture open and agriculture),or water>300 feet wide. Well Loosely CA C A >_500 acres CB C` B From 100 to<500 acres C' C rC From50to< 100acres C' D r D From 10 to<50 acres ✓ E t: E < 10 acres C' F C F Wetland type has a poor or no connection to other natural habitats 13b. Evaluate for marshes only. r-Yes i` No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands. 14. Edge Effect—wetland type condition metric(skip for all marshes and Estuarine Woody Wetland) May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include non-forested areas >40 feet wide such as fields,development,roads, regularly maintained utility line corridors and clear-cuts. Consider the eight main points of the compass. Artificial edge occurs within 150 feet in how many directiions? If the assessment area is clear-cut, select option"C." C A 0 (: B 1to4 C` C 5to8 15. Vegetative Composition—assessment area condition metric(skip for all marshes and Pine Flat) C A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate species,with exotic plants absent or sparse within the assessment area. C: B Vegetation is different from reference condition in species diversity or proportions,but still largely composed of native species characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or clearing. It also includes communities with exotics present,but not dominant,over a large portion of the expected strata. • C Vegetation severely altered from reference in composition,or expected species are unnaturally absent(planted stands of non- characteristic species or at least one stratum inappropriately composed of a single species),or exotic species are dominant in at least one stratum. 16. Vegetative Diversity—assessment area condition metric(evaluate for Non-tidal Freshwater Marsh only) C A Vegetation diversity is high and is composed primarily of native species(<10%cover of exotics). C: B Vegetation diversity is low or has> 10%to 50%cover of exotics. C` C Vegetation is dominated by exotic species(>50%cover of exotics). 17. Vegetative Structure—assessment area/wetland type condition metric 17a. Is vegetation present? rs Yes r- No If Yes,continue to 17b. If No,skip to Metric 18. 17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non-marsh wetlands. C'A >_25%coverage of vegetation r- B <25%coverage of vegetation 17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non-marsh wetlands. Consider structure in airspace above the assessment area(AA)and the wetland type(WT)separately. AA WT (A i` A Canopy closed,or nearly closed,with natural gaps associated with natural processes ( B r B Canopy present,but opened more than natural gaps U (i C fs C Canopy sparse or absent o C A r A Dense mid-story/sapling layer a(/) (` B (` B Moderate density mid-story/sapling layer • ti C C Mid-story/sapling layer sparse or absent C A r A Dense shrub layer ti B {: B Moderate density shrub layer ( C c C Shrub layer sparse or absent C A C A Dense herb layer • t• i B (i B Moderate density herb layer C C C C Herb layer sparse or absent 18. Snags—wetland type condition metric(skip for all marshes) C'A Large snags(more than one)are visible(> 12-inches DBH,or large relative to species present and landscape stability). is B Not A 19. Diameter Class Distribution—wetland type condition metric(skip for all marshes) A Majority of canopy trees have stems>6 inches in diameter at breast height(DBH);many large trees(> 12 inches DBH)are present. i B Majority of canopy trees have stems between 6 and 12 inches DBH,few are> 12-inch DBH. rs C Majority of canopy trees are<6 inches DBH or no trees. 20. Large Woody Debris—wetland type condition metric(skip for all marshes) Include both natural debris and man-placed natural debris. C•A Large logs(more than one)are visible(> 12 inches in diameter,or large relative to species present and landscape stability). is B Not A 21. Vegetation/Open Water Dispersion—wetland type/open water condition metric(evaluate for Non-Tidal Freshwater Marsh only) Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned areas indicate vegetated areas,while solid white areas indicate open water. ✓ A t B r- D • 22. Hydrologic Connectivity—assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only) Examples of activities that may severely alter hydrologic connectivity include intensive ditching,fill, sedimentation, channelization, diversion, man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D. f:A Overbank and overland flow are not severely altered in the assessment area. C B Overbank flow is severely altered in the assessment area. C C Overland flow is severely altered in the assessment area. C' D Both overbank and overland flow are severely altered in the assessment area. 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'- --..--r.---....: .m.i...1.• . ..I.-V.rrk.As • •••:•••ie:.-" '. -• t‘ :. ....1......• -,--• -- •• WETLAND DETERMINATION DATA FORM— Eastern Mountains and Piedmont Region Project/Site: W-5710Al City/County: Fairview/Union Sampling Date: 4/23/2021 Applicant/Owner: NCDOT State: NC Sampling Point: 1 Investigator(s): Joel Howard/Jeff Wyatt Section,Township,Range: Landform(hillslope,terrace,etc.);Old Field/1-3 yrs Ecological Succession Local relief(concave,convex,none): concave Slope(%): 1 Subregion(LRR or MLRA): LRR P Lat: 35.130673 Long: -80.478338 Datum: WGS 84 Soil Map Unit Name: Union County, North Carolina NWI classification: N/A Are climatic/hydrologic conditions on the site typical for this time of year? Yes x No (If no,explain in Remarks.) Are Vegetation v ,Soil V ,or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes No Are Vegetation ,Soil ,or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS—Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes V No Is the Sampled Area Hydric Soil Present? Yes ✓ No within a Wetland? Yes V No Wetland Hydrology Present? Yes V No Remarks: This site sits below a pond and has been altered by biennial mowing. This site historically served has a garden spot for a family residence that is no long present. HYDROLOGY I Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) _ Surface Soil Cracks(B6) Surface Water(A1) True Aquatic Plants(B14) Sparsely Vegetated Concave Surface(B8) V High Water Table(A2) Hydrogen Sulfide Odor(C1) _ Drainage Patterns(B10) V Saturation(A3) V Oxidized Rhizospheres on Living Roots(C3) _ Moss Trim Lines(B16) Water Marks(B1) ✓ Presence of Reduced Iron(C4) _ Dry-Season Water Table(C2) Sediment Deposits(B2) _ Recent Iron Reduction in Tilled Soils(C6) _ Crayfish Burrows(C8) Drift Deposits(B3) Thin Muck Surface(C7) Saturation Visible on Aerial Imagery(C9) Algal Mat or Crust(B4) Other(Explain in Remarks) v Stunted or Stressed Plants(D1) Iron Deposits(B5) _ Geomorphic Position(D2) Inundation Visible on Aerial Imagery(B7) _ Shallow Aquitard(D3) Water-Stained Leaves(B9) _ Microtopographic Relief(D4) Aquatic Fauna(B13) FAC-Neutral Test(D5) Field Observations: Surface Water Present? Yes No V Depth(inches): Water Table Present? Yes V No Depth(inches): 6" Saturation Present? Yes V No Depth(inches): <1" Wetland Hydrology Present? Yes V No (includes capillary fringe) Describe Recorded Data(stream gauge, monitoring well,aerial photos,previous inspections), if available: None to report. Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont—Version 2.0 VEGETATION (Five Strata)-Use scientific names of plants. Sampling Point: Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: ) %Cover Species? Status Number of Dominant Species 1 None Present That Are OBL, FACW,or FAC: (A) 2. Total Number of Dominant 3. Species Across All Strata: (B) 4. Percent of Dominant Species 5. That Are OBL, FACW,or FAC: (A/B) 6. =Total Cover Prevalence Index worksheet: Total%Cover of: Multiply by: 50%of total cover: 20%of total cover: OBL species x 1 = Sapling Stratum (Plot size: .1 ac ) 1 2 1.Red Maple (Acer rubrum) FACW species x 2= 2.Green Ash (Fraxinus pennsylvanica) FAC species 1 x 3= 3 FACU species x 4= 3. UPL species x 5= 4. Column Totals: (A) (B) 5. 6. Prevalence Index =B/A= 20% =Total Cover Hydrophytic Vegetation Indicators: 50%of total cover: V 20%of total cover: _ 1 -Rapid Test for Hydrophytic Vegetation Shrub Stratum (Plot size: ) _ 2-Dominance Test is>50% 1 None Present _ 3-Prevalence Index is<_3.0' 2. _ 4-Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) 3. Problematic Hydrophytic Vegetation' (Explain) 4. 5. 'Indicators of hydric soil and wetland hydrology must 6. be present, unless disturbed or problematic. =Total Cover Definitions of Five Vegetation Strata: 50%of total cover: 20%of total cover: Tree-Woody plants,excluding woody vines, Herb Stratum (Plot size: ) approximately 20 ft(6 m)or more in height and 3 in. 1.Blackberry (Rubus) 25% (7.6 cm)or larger in diameter at breast height(DBH). 2.Juncus (Carex sp.) 20% Sapling-Woody plants,excluding woody vines, 3. Sedge sp. 20% approximately 20 ft(6 m)or more in height and less 4. than 3 in.(7.6 cm)DBH. 5. Shrub-Woody plants,excluding woody vines, 6. approximately 3 to 20 ft(1 to 6 m)in height. 7. Herb-All herbaceous(non-woody)plants,including $ herbaceous vines,regardless of size,and woody plants,except woody vines,less than approximately 3 9. ft(1 m)in height. 10. Woody vine-All woody vines, regardless of height. 11. 65% =Total Cover 50%of total cover: 20%of total cover: Woody Vine Stratum (Plot size: ) 1 Grape Vine(Vitis Rotundifolia) 1% 2. 3. 4. 5. 1% Hydrophytic =Total Cover Vegetation 50%of total cover: 20%of total cover: Present? Yes No Remarks: (Include photo numbers here or on a separate sheet.) Provided on seperate sheet. US Army Corps of Engineers Eastern Mountains and Piedmont-Version 2.0 SOIL Sampling Point: 1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks 0-1" 2.5yr 3/4 muck Slick,organic material, Iron Red 1-4" 5yr 4/3 1 OR 4/6 5% clay/silt Saturated-organic matter 5-16" 5y 6/3 10yr 5/6 oxidatin present 5-16" Gley 1 7A 'Type: C=Concentration,D=Depletion,RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: Histosol(Al) _ Dark Surface(S7) _ 2 cm Muck(A10)(MLRA 147) Histic Epipedon(A2) _ Polyvalue Below Surface(S8)(MLRA 147,148) _ Coast Prairie Redox(A16) Black Histic(A3) _ Thin Dark Surface(S9)(MLRA 147,148) (MLRA 147,148) Hydrogen Sulfide(A4) Loamy Gleyed Matrix(F2) _ Piedmont Floodplain Soils(F19) Stratified Layers(A5) V Depleted Matrix(F3) (MLRA 136,147) 2 cm Muck(A10)(LRR N) _ Redox Dark Surface(F6) _ Very Shallow Dark Surface(TF12) Depleted Below Dark Surface(A11) _ Depleted Dark Surface(F7) _ Other(Explain in Remarks) Thick Dark Surface(Al2) Redox Depressions(F8) Sandy Mucky Mineral(S1)(LRR N, _ Iron-Manganese Masses(F12)(LRR N, MLRA 147,148) MLRA 136) Sandy Gleyed Matrix(S4) _ Umbric Surface(F13)(MLRA 136,122) 3lndicators of hydrophytic vegetation and Sandy Redox(S5) _ Piedmont Floodplain Soils(F19)(MLRA 148) wetland hydrology must be present, V Stripped Matrix(S6) _ Red Parent Material(F21)(MLRA 127, 147) unless disturbed or problematic. 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'- --..--r.---....: .m.i...1.• . ..I.-V.rrk.As • •••:•••ie:.-" '. -• t‘ :. ....1......• -,--• -- •• I lighway North Carolina Department of Transportation StF Highway Stormwater Program ] STORMWATER MANAGEMENT PLAN (4- e ..,�-' (Version 2.08;Released April 2018) FOR NCDOT PROJECTS WBS Element: 44856.3.37 TIP No.: W-5710AI County(ies): Union Pa e 1 of 1 General Project Information WBS Element: 44856.3.37 ITIP Number: W-5710AI Project Type: Other Date: 3/11/2021 NCDOT Contact: Sean Epperson Contractor/Designer: Jason Brooks,NCDOT Address: 716 West Main Street Address: 716 West Main Street Albemarle NC 28001 Albemarle NC 28001 Phone: 704-983-4400 Phone: 704-983-4400 Email: smepperson@ncdot.gov Email:jcbrooks@ncdot.gov City/Town: Fairview County(ies): Union River Basin(s): CAMA County? No Wetlands within Project Limits? Yes T— Project Description Project Length(lin.miles or feet): 0.24 mi I_ Surrounding Land Use: Resedential,Commercial — ME Proposed Project Project Built-Upon Area(ac.) 1.2 ac. 0.8 ac. Typical Cross Section Description: The proposed roadway will be a roundabout,with varying width concrete truck mountable The existing roadway has two 10'lanes in the North/South direction,and two 12'lanes aprons,and varying width monolithic concrete islands,and 1'6"curb and gutter along all in the East/West direction. aprons at the existing intersection. Annual Avg Daily Traffic(veh/hr/day): Design/Future: 25,900 Year:2043 Existing: 20,200 Year: 2021 General Project Narrative: This is a roadway project constructing a roundabout at the intersection of NC 218 and Sikes Mill Rd.(SR-1606).There are 2 impact sites where impacts occur. Site 1 WA (Description of Minimization of Water impacts occur at a collar and extension of an 18"RCP into a wetland site. Site 2 impacts occur at another collar and extension of an 18"RCP. NCDOT will attempt to avoid Quality Impacts) and minimize impacts to streams to the greatest extent practicable during project construction. Waterbody Information Surface Water Body(1): Unnamed Tributary to Grassy Creek NCDWR Stream Index No.: 13-17-23 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) STATE STATE PROJECT REFERENCE NO. TOT Mg s .ae, 1, aF p STAT �, OF NORTH CAROLINA I�T,C, 44856.3.37 N omo W ad y m6 o srwrE PRa.No. F.APRa.No. oescamnoN t DIVISION JJ HIGHWAYS 44856.1.37 HSIP-0218(016) ZW EStateNohwa 2,: P 44856.2.37 HSIP-0218(016) Rnt 1606 11 44856.3.37 HSIP-0218(016) CONST. ® s Im6 J P1 N PROJECT m 714, = ° Fs a E At;.hwa UNION COUNTY .., a'e y9h a „ ¢ °ioFsryRo ® r2• . it is WV °' Is Rd v, LOCATION: INTERSECTION OF NC 218 AND ISIKES MILL RD (SR-1606) gontr(nn9tl Clonp Long Rd p 43 \ TYPE OF WORK: GRADING,PAVING,MILLING,DRAINAGE,PAVEMENT REMOVAL, 'FAD MONOLITHIC CONCRETE ISLANDS AND THERMOPLASTIC PAVEMENT MARKINGS 5. o WETLAND ANCASURFACE WATER IMPACTS PERMIT , • ,,o a 18+68.52 I END CONSTRUCTION VICINITY MAP NOT TO SCALE SITE 1 WA PERMIT DRAWING 174 SHEET 1 OF 4 r o 18+18.52 END CONSTRUCTION NC 218 _ 11+76.53 fin BEGIN CONSTRUCTION �- • NC 218 — 'I • ' SITE 2 I d` e d` CLEARING ON THIS PROJECT SHALL BE II TO THE LIMITS ESTABLISHED BY12+31.48 • l I BEGIN CONSTRUCTION METHOD HI AS DESCRIBED IN THE //I- • NCDOT STANDARD DRAWINGS / I • • / / co) 1 1 Prepared in the Office of: ROADWAY DESIGN 1 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH DIVISION OF HIGHWAYS ENGINEER rill11114 DIVISION TEN 0 F 11111 ' "0 50 100 DIVISION DESIGN /CONSTRUCT UNIT _ s.0 I s i 0 91 ,,, 01 ADT — 20I8 STANDARD SPECIFICATIONS �9 ♦.4 of NORT4 vet, ,,P.N ARa'�. ADT a,w 40 ?:oEESS/p'•• v'�� O PLANS = t o 2 ti'•. % e � y SEpL �' DHV u t z; 0 5.0 ift — l0o RIGHT OF WAY DATE DONALD HARWARD CI o �: 034357 .Q �' " D = % LENGTH OF ROADWAY PROJECT0.24 MILES PROJECT ENGINEER ? Z. * " 'Z'FNG I No... moo' est:4 PROFILE (HORIZONTAL) T = % TOTAL LENGTH OF STATE PROJECT = 0.24 MILES or3� sg'4x4 Je I!nAE:,, 0 5 1.0 V = MPH LETTING DATE: JASON BROOKS ryOEgICN coNs�"JG� 114114 ' '' PROJECT DESIGN ENGINEER PROFILE (VERTICAL) f SIGNATURE $$$$$$S YST$ IME$$$$$ $$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$ 1 1)11 PROJECT NO. SHEET NO. 1 44856.3.37 4 o 1 1" F.A.PROJECT NO. HSIP-0218(016) PT Stu 21+17.56 4 m_1 �o� I \ � I \I I \ \ N 19+ -4It 1 I PCC 5ta93g8 20 \ I I O. "\ Ry I"METAL y 1 J I \ WCSE.577CI 0 L g 1 o PATSY HYATT BAUCOM N KEI�ND S�OULA�S5UlE ON I(\ y DB n4 PG 407 0 CYNTNL F.BlUtOM 4 PC N FILE 108 1 DB 7227 PG 309 I FIV PC L FILE 744 �� tV g in PCC 5to.17+8098 -Y- �y ', , ± PERMIT SITE 1 WA 11 IMPACTS = 0.02 AC. o Q PC S/o./7* c F o .3 0352 -Y- I I ± ± ± ± ± O Q A/Sfrq/S,t u I I ± ± ± ± cx. /Sx�� ' ' j o \ ± •I l., EXISTING R/W y` I GRADE TO DRAIN \ ± i± ± _ -- —_T =v / al \ F E —=I 4/1.! Mill F /ire:4;„ E1�'= COLLAR AND� �� 0 7 / . T fp—,o— EXTEND 24_ _ ,mot a'-_ EXISTING EXISTING ft/W /—" I W EXISTING R/ Vi =7 f�a R ► .. p`� F I I I\��) COLLAR_._ j / EX D 32' ,� / , :/ - • C 2/B——— 'il� _iirj. WIPP: - \ TRANS F..._— N ® , �' • o . �\� RACK F — W ONCAD t:/ K 7 PERMIT SITE 2 PERMIT DRAWING i �/ Z IMPACTS = 34 LF SHEET 2 OF 4 c I / - wdi' I c 1/1) I Pr sta./3f�4B -�,- PATSY HYATT BAUCOM KOp I. \ DB.4 PG 407 • PC N FILE 108 / 7 'it* / Q KELVIN L.BA COM W I AND SPOIL CYNTHIA F.99 UtOM DB 7227 PG 309 i// / 1 1 PC L FILE 744 'C Fi / // C S/O./3'`3240, ,Y, /c li // f /// ROUNDABOUT AT THE INTERSECTION OF AI // NC 2/8 AND SIKES MILL RD.(SR-1606) / /1 T/ / SCALE P=50' " „•, REVISIONS �ATC/'4/46c- l i - ' - DATE 5-2020 °,.�.,Vlit.�,04 `SFE O��11'�Y� S DWG.BY CB t ''�r SyE r'4//Its DESIGN BY JCB o a; 4" 0 i FT s APPROVED JOH "44:11 W°` \ 1)11 PROJECT NO. SHEET NO. 44856.3.37 4 _ ��, _ -,1 1 F.A.PROJECT NO. HSIP-0218(016) pT Stu 214456 .Y 4 m_\ li‘\ \ IN PCC 5t0 19+g3g8 -Y 20 I t y � I Rl�- I M I c E L -0 li Q POND9 I WSE=577' VI CI 4o PATSY HYATT BAUCOMtAKEVI L�BA5l1EONyDBn4PG4070 CYNTNL F,WItOM + PC N FILE 108 r-DB 722T PG 309 ((� AF IV 1 JJPL L FILE 744 '`��f 1 IV EO rn '�' PERMIT SITE 1 WA 8 ,Fs. PCC Sta.,7+8098 'Y_ ill \ IMPACTS = 0.02 AC. 0 rl o PC S/o./7+0352 -Y- �� F 1 o 0 (n (i) A/ ��I,■1 I '/Ss �„ o * * * , TING R/W 4.,I l`` 20 i 1 . ± " ',''/').., ' i G•.0: IX• ,,,:,,,,..,,,..,,, ± ± ± _ _----- V E ,1 aii00 . Iilki -yam 01 ----- EXISTING RA__ -- .11 WiATor/ 11114rC,D ' W — f.—_-I i 1 11 EXISTING R/— A.17 _,. _ ,,,,„,- ---_, orweade_0014Sittw 4citirritipitrat- C I' F cc."' ww o gl C 7, / • — D tr. / I 7 \ PERMIT IMPACTS SITE 34 LF PERMIT DRAWING / SHEET 3 OF 4 dr it r x_f1� a*irth �\ Pr sic,./3f�4B -Y- PATSY HYATT BAUCOM .� \ D8 K4 PG 407 PC N FILE 108 --) l • 11/ t KELVIN L. 5U , •i 4 CYNT DASPIV t.OM it �� DB 7227 PG 309 1 PC L FILE 744 1 ' Fi // CSRO/3.,(327q ,Y, it / ROUNDABOUT AT THE INTERSECTION OF \ I il i ,/ NC 2/8 AND SIKES MILL RD.(SR-16O6) h14 _ - SCALE P=50' REVISIONS SeA-/NE DATE 5-2020 ojt.';'"f -Y� DWG.BS JCB s A4'4/4X S/y-'4//fs0 DESIGN BY JCB o%,\ si p ET S APPROVED JOH °.:4". ."°° WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand 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) I (ac) (ft) (ft) (ft) 1 WA 17+11 -L-(LT) 18"RCP 0.02 2 16+98-L-(RT) 18"RCP <0.01 34 SUBTOTALS: 0.02 0.00 34 PERMIT DRAWINGS SHEET 4 OF 4 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS NOTE: Rounded totals are based upon sum of actual impacts. UNION COUNTY WBS-44856.3.37 (W-5710AI) ATN Revised 3/31/05 SHEET 4/12/2021