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Home My WebLink AboutU-5534S PJD Packet_20170919.pdfCefe6mting 15 Years �, � '� I September 19, 2017 E N G I N E E R I N G & C O N S T R ll L 7 I 0 N Brad Shaver ]oanne Steenhuis US Army Corps of Engineers NCDEQ - DWR Wilmington Regulatory Field Office Wilmington Regional Office 69 Darlington Avenue 127 Cardinal Drive Extension Wilmington, NC 28403 Wilmington, NC 28405 Subject: Preliminary JD Request U-5534S Coral Drive Sidewalk Improvements New Hanover County, NC. Dear Mr. Shaver and Ms. Steenhuis, SEPI Engineering and Construction and the Town of Wrightsville Beach are pleased to submit this Preliminary JD request for your review. Included in the packet are the following items: 1) GIS figures including: vicinity, aerial imagery, USDA soil survey, USGS topographic mapping, and LiDAR 2) Preliminary Jurisdiction Determination form 3) USACE Upland Data Sheet 4) NCDWR's stream assessment form 5) Photos of jurisdictional features Project Location Project is located along Coral Drive from Causeway Drive to 4t" Ave. on Wrightsville Beach in New Hanover County, NC (Figure 1). The Project area consists of approximately 4.7 acres. ]urisdictional Features A delineation and evaluation of jurisdictional features within the defined project limits was conducted by SEPI on August 15th, 2017. The evaluation identified one Tributary (SA) as shown in Figure 2 and 3. LiDAR imagery of the site is shown in Figure 3. We appreciate the opportunity to work with you. Please contact us if you have any questions regarding the information we have provided. Sincerely, �� Christopher Dustin Environmental Scientist II 5030 New Centre Drive, Suite B Wilmington, NC 28403 Direct: 910-550-3255 Mobile: 910-512-1587 i025 Wade Avenue � Raleigh, NC � 27b05 � Phone: 919.789.4977 � Fax: 919.789.9591 se,Riengir�eering.com � @SEPlengineers Legend 0 U-5534S Project Area N 5��<e 1 F A � /� f a � 3 2 N. G E PI E N G I N E E R I N G & C 0 N S T R U C T I 0 N Project Vicinity U-5534S Coral Drive Sidewalk Improvements Causeway Drive to 4th Avenue Wrightsville Beach New Hanover County, North Carolina September 2017 �' ��`l` '� � Legend � �`� `�a , .._ ' � �. -1 � � Upland Data Sample Point � - .� ;�;��,b ��: } �� ` '��µ 7"� � U-5534S Project Area A� Potential Non-Wetland Waters of the US ��r 1�i Tributary ;�.� ....�.�, , �_:.�'��4,.�,, _ B;, � , " - :�:� _ - ,[ ,� � 4 y� . � . J�" ) . . � � , 'I�y ,.l � 4 . ��•�- �1 •� ^+��[' -; f �"� ��,j�. �.� �� " ., "� �' � +� .'y • `� .'� tV.l . 7�� ' . � � � � `i� .�}� � 1 � � r . . ' ., � ' "' / A2 ! 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I. ��r i � ��`,> �I ��C.,_ .i .,t 1'� ��5y� .,i;1� �� _ ._ _ .�ti — -.,�'o` L� � , , �, � . �S=^�� F t ';, _ ' ,- 1 4, v° , r � '��, � �, .1'�t -, _ '� �' � - r - �''..f - ��'�-�--„ ..�` ;;�.� - ' •- � '�i;. �`�� /.'. k�•' i . : � . , - - .-�r ' •�� ' .,� '.r .'_ . i -_ ... , � , r:n. -'�' � - � ,1. � ' . � �i j�� ,��: � ir �.i� i.: 1 , � J�, � �f � �' '. 1. ..��"k . .'� ' � t: This Exhibit is for planning purposes only and shown herein does not meet NC 47-30 Requirements and 1 inch - 100 feet therefore is not for desi n, construction, or recordin or transfer of title. The Exhibit was com iled from �� V� L Q available information ob ained from the sources listed below. Streams and Wetlands: All features located F i g u re 2- Ae ri a l a n d U S DA So i Is ,�, �� in the field were recorded using a Trimble Geo 7X GPS with Glonass receiver with supposed sub-meter rc=, •�.r;�- � a��a�Y. GRAPHIC SCALE U-5534S > > Sources: �� 0 50 � o0 20o Coral Drive Sidewalk Improvements ��r" "=� � NCDOT, NC OneMap, ESRI _ _ September 2017 Feet Causeway Drive to 4th Ave .. ---�� {. ��. � � € "� '� � �' `� E � ' ^� � � ��r��o�or� This Exhibit is for planning purposes only and shown herein does not meet NC 47-30 Requirements and 1 inch - 100 feet therefore is not for desi n, construciion, or recordin or transfer of title. The Exhibit was com iled from a c 9 g p Figure - LiDAR V� available information obtained from the sources listed below. Streams and Wetlands: All features located ~ 2 A in the field were recorded using a Trimble Geo 7X GPS with Glonass receiver with supposed sub-meter rc=, •�.r;�- � a��a�Y. GRAPHIC SCALE U-5534S ,, �, > > ��; � � So��es: 0 50 � o0 20o Coral Drive Sidewalk Improvements ��r" �� NCDOT, NC OneMap, ESRI _ _ September 2017 Feet Causeway Drive to 4th Ave .. ---�� {. ��. � � € "� '� � �' `� E � ' ^� � � ��r��o�or� PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Christopher Dustin — SEPI Engineering and Construction 5030 New Centre Drive, Suite B, Wilmington NC, 28403. C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Coral Drive, Wrightsville Beach NC, New Hanover County. (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: NC County/parish/borough: New Hanover City: Wrightsville Beach Center coordinates of site (lat/long in degree decimal format): Lat.: 34.212227° Long.:-77.79887° Universal Transverse Mercator: 18S E 242136 N 3789230 Name of nearest waterbody: Lees Cut E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: ❑ Field Determination. Date(s): TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY JURISDICTION. Site Latitude (decimal Longitude Estimated amount of Type of aquatic Geographic authority to Number degrees) (decimal degrees) aquatic resources in resources (i.e., which the aquatic resource review area (acreage wetland vs. non- "may be" subject (i.e., and linear feet, if wetland waters) Section 404 or Section a licable 10/404) TriSuAtary 34.212268 -77.799058 138 ft. NoWwe�sand Section 404/10 1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an approved JD (AJD) for that review area based on an informed decision after having discussed the various types of JDs and their characteristics and circumstances when they may be appropriate. 2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or requests veriiication for a non-reporting NWP or other general permit, and the permit applicant has not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit authorization based on a PJD, which does not make an official determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an AJD could possibly result in less cornpensatory mitigation being required or different special conditions; (3) the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) undertaking any activity in reliance upon the subject permit authorization without requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to make an official determination whether geographic jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the review area that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items should be included in subject file. Appropriately reference sources below where indicated for all checked items: � Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Map: � Data sheets prepared/submitted by or on behalf of the PJD requestor. ❑ Office concurs with data sheets/delineation report. ❑ Office does not concur with data sheets/delineation report. Rationale: ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic Atlas: ❑ USGS NHD data. ❑ USGS 8 and 12 digit HiJC maps. � U.S. Geological Survey map(s). Cite scale & quad name:1:24,000 Wrightsville Beach_ ❑ Natural Resources Conservation Service Soil Survey. Citation: ❑ National wetlands inventory map(s). Cite name: ❑ State/local wetland inventory map(s): _ ❑ FEMA/FIRM maps: _ ❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) � Photographs: �Aerial (Name & Date): NC One Man or �Other (Name & Date):LiDAR ❑ Previous determination(s). File no. and date of response letter: ❑ Other information (please specify): IMPORTANT NOTE: The information recorded on this form has not necessarily been verified bv the Corus and should not be relied uuon for later iurisdictional determinations. Signature and date of Regulatory staff inember completing PJD Signature and date of person requesting PJD (REQUIRED, unless obtaining the signature is impracticable) i � Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action. U land Data Point WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region ProjecUSite: U-5534S Coral Drive ApplicanUOwner: Town of Wrightsville Beach Investigator(s): Christopher Dustin Landform (hillslope, terrace, etc.): terrace Subregion (LRR or MLRA): LRR T Soil Map Unit Name: Urban Land City/County: New Hanover Sampling Date: 08/15/17 State: NC Sampling Point: Upland Section, Township, Range: Wrightsville Beach Local relief (concave, convex, none): Flat Slope (%): Lat: 34.212392 Long: '7�•7992�4 Datum: NAD 83 NWI classification: UPLAND Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓�, No �_ (If no, explain in Remarks.) Are Vegetation �, Soil �, 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? Hydric Soil Present? Wetland Hydrology Present? Remarks: HYDROLOGY Yes � No � Yes � No ✓� Yes � No ✓� Is the Sampled Area within a Wetland? Yes � No ✓� Wetland Hydrology Indicators: Secondarv Indicators (minimum of two required) Primarv Indicators (minimum of one is required; check all that applv) � Surface Soil Cracks (66) I❑�f Surface Water (A1) ❑ Aquatic Fauna (B13) ❑ Sparsely Vegetated Concave Surface (B8) LJ High Water Table (A2) Q Marl Deposits (B15) (LRR U) ❑ Drainage Patterns (610) ❑ Saturation (A3) Q1--f Hydrogen Sulfide Odor (C1) ❑ Moss Trim Lines (B16) ❑ Water Marks (61) I--I Oxidized Rhizospheres along Living Roots (C3) ❑ Dry-Season Water Table (C2) ❑ Sediment Deposits (B2) Q1--� Presence of Reduced Iron (C4) 0 Crayfish Burrows (C8) ❑ Drift Deposits (B3) I--I Recent Iron Reduction in Tilled Soils (C6) II Saturation Visible on Aerial Imagery (C9) � Algal Mat or Crust (B4) ❑ Thin Muck Surface (C7) Q Geomorphic Position (D2) 0 Iron Deposits (B5) 0 Other (Explain in Remarks) ,Q Shallow Aquitard (D3) a Inundation Visible on Aerial Imagery (B7) II✓ FAC-Neutral Test (D5) a Water-Stained Leaves (69) II Sphagnum moss (D8) (LRR T, U) Field Observations: Surface Water Present? Yes � No ✓� Depth (inches): Water Table Present? Yes �_ No � Depth (inches): Saturation Present? Yes � No 0 Depth (inches): Wetland Hydrology Present? Yes � No 0 includes ca illa frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 VEGETATION (Four Strata) — Use scientific names of plants. sampiing Point: uPiar,c Absolute Dominant Indicator pominance Test worksheet: Tree Stratum (Plot size: 30 ) % Cover Species? Status Number of Dominant Species � Morella cerifera 50 X FAC That Are OBL, FACW, or FAC: 2 2. Total Number of Dominant 3• Species Across All Strata: 3 4. Percent of Dominant Species 5• That Are OBL, FACW, or FAC: 67% 6. � Prevalencelndex worksheet: $ Total % Cover of: Multiplv bv: = Total Cover OBL species x 1= 50% of total cover: 20°/a of total cover: FACW species x 2= Saplinq/Shrub Stratum (Plot size: 30 ) FAC species x 3= � Morella cerifera 15 X FAC FACU species x 4= 2 UPL species x 5= 3 Column Totals: (A) 4. 5. 6. 7. 8. 50% of total cover: Herb Stratum (Plot size: 30 � � Festuca spp 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 50% of total cover: Woodv Vine Stratum (Plot size: 30 � 1. 2. 3. 4. 5. 50% of total cover: = Total Cover 20°/a of total cover: 20 X Prevalence Index = B/A = (A) (B) (F✓B) � 1- Rapid Test for Hydrophytic Vegetation ❑✓ 2 - Dominance Test is >50°/a � 3 - Prevalence Index is <_3.0' a Problematic Hydrophytic Vegetation' (Explain) �B) 'Indicators of hydric soil and wetland hydrology must NI 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. SaplinglShrub — Woody plants, excluding vines, less than 3 in. DBH and greater than 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. = Total Cover 20°/a of total cover: Hydrophytic = Total Cover Vegetation 20°/a of total cover: Present? Yes ❑✓ No � US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 SOIL Sampling Point: Upland Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators. Depth Matrix Redox Features (inches) Color (moistl % Color (moist) % Type LocZ Texture Remarks 0-6 10YR 5/1 100 Sand [s�i F�i D]'/ :i!!� i [�I�7 C=Concentration. D=Denletion. RM=Reduced Matrix. MS=Masked Sand Grains. Sand ZLocation: PL=Pore Linina. M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils': � Histosol (A1) � Polyvalue Below Surface (S8) (LRR S, T, U) ❑ 1 cm Muck (A9) (LRR O) � Histic Epipedon (A2) � Thin Dark Surface (S9) (LRR S, T, U) � 2 cm Muck (A10) (LRR S) � Black Histic (A3) � Loamy Mucky Mineral (F1) (LRR O) � Reduced Vertic (F18) (outside MLRA 150A,B) � Hydrogen Sulfide (A4) Q Loamy Gleyed Matrix (F2) � Piedmont Floodplain Soils (F19) (LRR P, S, T) � Stratified Layers (A5) D Depleted Matrix (F3) � Anomalous Bright Loamy Soils (F20) � Organic Bodies (A6) (LRR P, T, U) D Redox Dark Surface (F6) (MLRA 153B) ,Q 5 cm Mucky Mineral (A7) (LRR P, T, U) � Depleted Dark Surface (F7) �1❑�I Red Parent Material (TF2) � Muck Presence (A8) (LRR U) � Redox Depressions (F8) u Very Shallow Dark Surface (TF12) � 1 cm Muck (A9) (LRR P, T) � Marl (F10) (LRR U) � Other (Explain in Remarks) ,❑ Depleted Below Dark Surface (A11) � Depleted Ochric (F11) (MLRA 151) � Thick Dark Surface (Al2) � Iron-Manganese Masses (F12) (LRR O, P, T) 3lndicators of hydrophytic vegetation and � Coast Prairie Redox (A16) (MLRA 150A) � Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, D Sandy Mucky Mineral (S1) (LRR O, S) � Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. � Sandy Gleyed Matrix (S4) � Reduced Vertic (F18) (MLRA 150A, 1506) � Sandy Redox (S5) � Piedmont Floodplain Soils (F19) (MLRA 149A) � Stripped Matrix (S6) Q Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D) D Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if observed): Type: Depth (inches): Remarks: Hydric Soil Present? 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