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HomeMy WebLinkAbout20240031 Ver 1_WendellFallsPkwy_EagleRockRd_SOBAD_20240103E 0 u January 4, 2023 3 NC Department of Environmental Quality Division of Water Resources Raleigh Regional Office 3800 Barrett Drive ` # �0 hb Raleigh, NC 27609 0 Re: Stream Origin/Buffer Applicability Determination Request Intersection Improvements at Wendell Falls Pkwy. (SR 1007) and Eagle Rock Rd. (SR 1003) Wendell, Wake County, NC Dear Reviewer: VHB respectfully requests concurrence with the stream origin/buffer applicability determination (SOBAD) in association with this proposed intersection improvement. VHB is currently under contract with the Town of Wendell, to provide natural resources inventories, jurisdictional assessments, and reporting. The proposed project will expand an intersection in Wake County, NC. This project is considered a linear transportation project and the SOBAD will assist in avoidance and minimization of unavoidable stream or wetland impacts associated with design and layout of the proposed intersection improvement. We have attached the following information to assist with your review: • Preliminary Jurisdictional Determination request forms • Figures 0 1. Vicinity Map 0 2. USGS Topographic Study Area Map 0 3. 1970 Soil Survey of Wake County, NC 0 4. Potential Jurisdictional Features • USACE upland data form • Site photographs • Antecedent Precipitation Tool output • Landowner notification letter If you have any questions, please do not hesitate to contact me at (919) 754-5019. We look forward to hearing from you soon. Sincerely, Heather Smith, LSS, VHB Senior Environmental Scientist cc: Mike Martin, USACE Bryan Coates, Town of Wendell Roger Kluckman, PE Venture I 940 Main Campus Drive, Suite 500 Engineers I Scientists I Planners I Designers Raleigh, North Carolina 27606 P 919.829.0328 F 919.833.0034 Resources Within the Study Area Estimated amount of Site NCDWQ aquatic resource in On 2013 On 1970 Wake Feature ID* Field Classification v4.11 No. study area (acreage & USGS? Soil Survey? Score linear feet, if applicable) No aquatic 1 resources within N/A N/A N/A N/A N/A study area. 500 250 0 Feet 76—«Granville �{ / _Durham Franklin range/ Durham 1 �� 1 \ J, 40 `_ 15 Cary 0 Chatham STUDYAREA Lee � �� Harnett IN/ Nash % µ Wilson 96 ��1 Johnston HEREOGarmin�Sa � ph,0, METI/NASA, U 'VVA, NPS USGS The National Map: National Boundaries Dataset, 3DEP Elevation Program, Geographic Names Information System, National Hydrography Dataset, National Land Cover Database, National Structures Dataset, and National Transportation Dataset; USGS Global Ecosystems; U.S. Census Bureau TIGER/Line data; USFS Road Data; Natural Earth Data; U.S. 500 Department of State Humanitarian Information Unit; and NOAA National . Centers for Environmental Information, U.S. Coastal Relief Model. Data refreshed April, 2023. VICINITY MAP N county: wake TOWN OF INTERSECTION IMPROVEMENTS AT Town: Wendell Figure WENDELL WENDELL FALLS PKWY. (SR 1007) Project: 39647.00 1 AND EAGLE ROCK RD. (SR 1003) Date: Dec.2023 Study Area n nnel starts greater 1 50' from study area USGS The National Map: National Boundaries Dataset, 3DEP Elevation / Program, Geographic Names Information System, National Hydrography Dataset, National Land Cover Database, National Structures Dataset, and National Transportation Dataset; USGS Global Ecosystems; U.S. Census Bureau TIGER/Line data; USFS Road Data; Natural Earth Data; U.S. 400 200 0 400 Department of State Humanitarian Information Unit; and NOAA National Centers for Environmental Information, U.S. Coastal Relief Model. Data refreshed April, 2023. Feet STUDY AREA N county: wake TOWN OF INTERSECTION IMPROVEMENTS AT Town: Wendell Figure WENDELL WENDELL FALLS PKWY. (SR 1007) Project: 39647.00 1 2 AND EAGLE ROCK RD. (SR 1003) )4c USGS National Map Date: Dec.2023 A00 116 AP82 Study Area ilk. wy, ApC Channel starts greater PE than 50' from study area A L. Ap B. No channel greater than 50' from study area AoB Ap ApC-- Cri - a !p- mok-1 I irAp" DuB 400 200 0 400 Feet SOIL SURVEY N lcounty: wake TOWN OF INTERSECTION IMPROVEMENTS AT Town: wendell] Figure WENDELL WENDELL FALLS PKWY. (SR 1007) Project: 39647.00— 3 AND EAGLE ROCK RD. (SR 1003) 1 1970 Wake County Soil Survey, Date: Dec. 2023 Map Sheets 62 \C C50°1, U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT.• See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a) Project/Site: Wendell Falls Pkwy. & Eagle Rock Rd. City/County: Wendell/Wake Sampling Date: 11/29/2023 Applicant/Owner: Town of Wendell State: NC Sampling Point: UPL-1 Investigator(s): Heather Smith & Jackson Hunt Section, Township, Range: N/A Landform (hillside, terrace, etc.): Hillside Local relief (concave, convex, none): None Slope (%): 1-2 Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.776419 Long:-78.400112 Datum: WGS 84 Soil Map Unit Name: HeB - Helena sandy loam, 2 to 6 percent slopes NWI classification: None Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X 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 X No Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X Remarks: The Antecedent Precipitation Tool states the area was experiencing "Drier than Normal' conditions at the time of the site visit HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required: check all that apply) —Surface Soil Cracks (136) —Surface Water (Al) —True Aquatic Plants (1314) —Sparsely Vegetated Concave Surface (138) _ High Water Table (A2) —Hydrogen Sulfide Odor (Cl) —Drainage Patterns (1310) —Saturation (A3) —Oxidized Rhizospheres on Living Roots (C3) —Moss Trim Lines (1316) —Water Marks (131) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _Sediment Deposits (132) _Recent Iron Reduction in Tilled Soils (C6) _Crayfish Burrows (C8) _ Drift Deposits (133) _Thin Muck Surface (C7) —Saturation Visible on Aerial Imagery (C9) _Algal Mat or Crust (134) _Other (Explain in Remarks) _Stunted or Stressed Plants (D1) —Iron Deposits (135) —Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (137) —Shallow Aquitard (D3) —Water-Stained Leaves (139) _ Microtopographic Relief (D4) Aquatic Fauna (1313) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes No X Depth (inches): Saturation Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: UPL-1 Absolute Dominant Tree Stratum (Plot size: 30' ) % Cover Species? 1. Pinus taeda 40 Yes 2. Quercus nigra 15 Yes 3. Prunus serotina 5 No 4. Liquidambar styraciflua 5 No 5. Ulmus americana 5 No 6. 7. 70 =Total Cover 50% of total cover: 35 20% of total cover: Sapling/Shrub Stratum (Plot size: 30' ) 1. Liquidambar styraciflua 2 No 2. Magnolia grandiflora 2 No 3. 4. 5. 6. 7. 8. 9. 4 =Total Cover 50% of total cover: 2 20% of total cover: Herb Stratum (Plot size: 30' ) 1. No rooted herbs. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. =Total Cover 50% of total cover: 20% of total cover: Woody Vine Stratum (Plot size: 30' ) 1. Smilax rotundifolia 5 Yes 2. Lonicera japonica 2 Yes 3. 4. 5. Indicator Status FAC FAC FACU FAC FACW 14 FAC FACU 0 FAC FACU 7 =Total Cover 50% of total cover: 4 20% of total cover: 2 Remarks: (Include photo numbers here or on a separate sheet.) Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 3 (A) Total Number of Dominant Species Across All Strata: 4 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 75.0% (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = _ 1 - Rapid Test for Hydrophytic Vegetation X 2 - Dominance Test is >50% _3 - Prevalence Index is <_3.0' 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Four Vegetation Strata: Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/Shrub -Woody plants, excluding vines, less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Herb - All herbaceous (non -woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody Vine - All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? Yes X No ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: UPL-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) % Types Loc2 Texture Remarks 0-2 10YR 5/4 Loamy/Clayey 2-8 2.5YR 5/4 70 10YR 5/6 30 C M Loamy/Clayey Prominent redox concentrations 8-12 2.5Y 6/4 80 10YR 5/6 20 C M Loamy/Clayey Type: C=Concentration, D=Depletion, Hydric Soil Indicators: _ Histosol (Al) _ Histic Epipedon (A2) —Black Histic (A3) —Hydrogen Sulfide (A4) —Stratified Layers (A5) _2 cm Muck (A10) (LRR N) _ Depleted Below Dark Surface (A11: _Thick Dark Surface (Al2) —Sandy Mucky Mineral (S1) —Sandy Gleyed Matrix (S4) —Sandy Redox (S5) —Stripped Matrix (S6) Dark Surface (S7) Restrictive Layer (if observed): Type: Depth (inches): Remarks: RM=Reduced Matrix, MS=Masked Sand Grains _ Polyvalue Below Surface (S8) (MLRA 147, 148) _Thin Dark Surface (S9) (MLRA 147, 148) —Loamy Mucky Mineral (F1) (MLRA 136) —Loamy Gleyed Matrix (F2) —Depleted Matrix (F3) _ Redox Dark Surface (F6) —Depleted Dark Surface (F7) _ Redox Depressions(F8) _ Iron -Manganese Masses (F12) (LRR N, MLRA 136) _ Umbric Surface (F13) (MLRA 122, 136) _ Piedmont Floodplain Soils (F19) (MLRA 148) Red Parent Material (F21) (MLRA 127, 147, 148) 2Location: PL=Pore Lining, M=Matrix Indicators for Problematic Hydric Soils3: _2 cm Muck (A10) (MLRA 147) —Coast Prairie Redox (A16) (MLRA 147, 148) —Piedmont Floodplain Soils (F19) (MLRA 136, 147) —Red Parent Material (F21) (outside MLRA 127, 147, 148) _Very Shallow Dark Surface (F22) Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes No X ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 Intersection Improvements at Wendell Falls Pkwy. & Eagle Rock Rd. Wake County, NC Site Photographs — Taken November 29, 2023 UPL-1 Data Form Upstream start point of stream <50' from study area Wendell Falls Pkwy. & Eagle Rock Rd. 39647.00 Site Photographs Page 1 Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network Daily Total 30-Day Rolling Total 30 Year Normal Range 2023-09-30 I 2023-11-29 2023-10 30Jn I'Il IJ ri May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr 2023 2023 2023 2023 2023 2023 2023 2023 2024 2024 2024 2024 Coordinates 35.774616,-78.400066 Observation Date 2023-11-29 Elevation (ft) 337.965 Drought Index (PDSI) Mild drought WebWIMP HZO Balance Wet Season Figure and tables made by the Antecedent Precipitation Tool Version 1.0 Written by Jason Deters f U.S. Army Corps of Engineers 30 Days Ending 301" %ile (in) 701" %ile (in) Observed (in) Wetness Condition Condition Value Month Weight Product 2023-11-29 2.096457 3.777559 2.129921 Normal 2 3 6 2023-10-30 2.507087 4.029134 0.740158 Dry 1 2 2 2023-09-30 3.506693 5.917717 3.318898 Dry 1 1 1 Result I Drier than Normal - 9 Weather Station Name Coordinates Elevation (ft) Distance (mi) Elevation A Weighted A Days Normal Days Antecedent SMITHFIELD 35.5175,-78.3444 149.934 18.038 188.031 11.509 10796 90 SMITHFIELD 2.8 SE 35.4762,-78.3122 130.906 3.38 19.028 1.585 5 0 SELMA 2.3 N 35.5707,-78.2869 194.882 4.895 44.948 2.423 383 0 CLAYTON 5.7 SSE 35.5724,-78.4154 209.974 5.506 60.04 2.808 131 0 CLAYTON 6.8 ESE 35.6194,-78.3411 167.979 7.043 18.045 3.296 36 0 CLAYTON WTP 35.6408,-78.4633 299.869 10.827 149.935 6.495 1 0 ROY COOPER GOVERNOR Project No TIP No: Description Dear Landowner, STATE OF NORTH CAROLINA TOWN OF WENDELL 2641 Sumner Blvd Suite 116, Raleigh November 15th, 2023 3958300 81507.23 Eagle Rock Road (SR 1003) and Wendell Falls Parkway (SR 1007) VIRGINA GRAY MAYOR I am writing to notify you that representatives from the North Carolina Department of Transportation including engineers, surveyors and geologists —as well as representatives from other state and federal agencies will be working on or near your property for the next several months collecting data that will be used to design a future project on US 64 Business. The specific area in which representatives will be working does not necessarily indicate the final location or extent of the project, which is included in NCDOT's current improvement plans. Your cooperation in allowing Town of Wendell representatives to perform the necessary work is appreciated. Should you have any questions or concerns, or if I can assist you, please feel free to contact John E. Kaukola, Jr. at (919)-802-8898 or Roger Kluckman at (919)-848-9385. Sincerely, John E. Kaukola, JR., PLS Property Contact Coordinator SAM