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HomeMy WebLinkAbout20171159 Ver 1_MC_PCN_Package_20170811_20170912Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. A licant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express � Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Morrisville-Carpenter Roadway Improvements 2b. County: Wake County 2c. Nearest municipality / town: Morrisville 2d. Subdivision name: n/a 2e. NCDOT only, T.I.P. or state U-5618 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Town of Morrisville 3b. Deed Book and Page No. n/a 3c. Responsible Party (for LLC if Mike Wright, Capital Projects Manager, Administration applicable): 3d. Street address: 260 Town Hall Drive, Suite B 3e. City, state, zip: Morrisville, NC, 27560 3f. Telephone no.: 919-463-7083 3g. Fax no.: n/a 3h. Email address: mwright@townofmorrisville.org Page 1 of 12 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if difFerent from owner) 4a. Applicant is: � Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Jason Hartshorn, PWS 5b. Business name (if applicable): Kimley-Horn 5c. Street address: 421 Fayetteville St., Suite 600 5d. City, state, zip: Raleigh, NC, 27601 5e. Telephone no.: 919-678-4155 5f. Fax no.: n/a 5g. Email address: Jason.Hartshorn@Kimley-Horn.com Page 2 of 12 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): N/A (Linear Transportation Report) 1 b. Site coordinates (in decimal degrees): Latitude: 35.820436 Longitude: - 78.829994 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 61.5 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Crabtree Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C; NSW 2c. River basin: Neuse 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The project is located within the town limits of Morrisville in Wake County. Existing Morrisville-Carpenter Road is a 3-lane roadway (with a center two-way left-turn lane) between Davis Drive and Old Savannah Drive, and a 2-lane roadway between Old Savannah Drive and NC-54. The North Carolina Railroad crosses Morrisville-Carpenter Road just west of the signalized NC-54 intersection. General land use in the vicinity of the project is composed primarily of high density residential housing and retail centers that are divided by easements and stream corridors. 3b. List the total estimated acreage of all existing wetlands on the property: 1.0 acre 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 950 linear feet 3d. Explain the purpose of the proposed project: The purpose of the proposed project is to decrease congestion, reduce travel times, and improve bicycle and pedestrian access along Morrisville Carpenter Road within the study area. An additional benefit is to improve bicycle and pedestrian safety along the corridor. 3e. Describe the overall project in detail, including the type of equipment to be used: The proposed project would widen an approximately 1.3-mile stretch of Morrisville-Carpenter Road, from Davis Drive to NC-54 (Chapel Hill Road) to a 4-lane median divided curb and gutter road with wide outside lanes and sidewalks. Equipment typical of roadway projects would be used, including pavers, skid steers, screeds, and cement trucks. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: A Preliminary Jurisdictional Determination is � Yes ❑ No ❑ Unknown included as part of this application. In addition, a NCDWR Buffer Determination Letter was issued by Gary Kreiser of NCDWR on June 8, 2017 (NBRRO #17-159) and is attached as part of this request. 4b. If the Corps made the jurisdictional determination, what type � preliminary ❑ Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Kimley-Horn Name (if known): Jason Hartshorn, PWS Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. A Preliminary Jurisdictional Determination is included as part of this application. A field review of the study area was conducted by Gary Kreiser of NCDWR on June 7, 2017. Page 3 of 12 PCN Form — Version 1.3 December 10, 2008 Version 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. n/a 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. n/a Page 4 of 12 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): � Wetlands � Streams - tributaries � Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem orar T Site 1— WB Road widening Headwater Forest � Yes � Corps 0.07 �P❑T ❑No ❑DWQ Site 1— WB Construction � Yes � Corps ❑ P� T access Headwater Forest � No ❑ DWQ 0.02 Site 2— WA Road Bottomland � Yes � Corps � P❑ T construction Hardwood Forest ❑ No ❑ DWQ 0.14 Site 2— WA Construction Bottomland � Yes � Corps 0.06 ❑ P� T access Hardwood Forest ❑ No ❑ DWQ Site 4— WD Road widening Bottomland � Yes � Corps 0.04 � P❑ T Hardwood Forest ❑ No ❑ DWQ Site 4— WD Construction Bottomland � Yes � Corps 0.05 ❑ P� T access Hardwood Forest ❑ No ❑ DWQ 2g. Total wetland impacts 0.38 2h. Comments: Unavoidable impacts to riparian wetlands within the project corridor will result from the proposed widening of Morrisville-Carpenter Road. Temporary impacts will result due to construction access for roadway construction equipment and temporary tree clearing. Tree clearing areas will not be maintained and will be allowed to revegetate with woody vegetation. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non-404, width (linear Temporary (T) (INT)? other) (feet) feet) Site 3— SA Road widening UT to Crabtree Creek � PER � Corps 5' 147 � P❑ T - Stream SA ❑ INT ❑ DWQ Site 3— SA Construction UT to Crabtree Creek � PER � Corps 5, 22 ❑ P� T access - Stream SA ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 169 3i. Comments: Unavoidable impacts to jurisdictional streams will result from the proposed widening of Morrisville-Carpenter Road. Permanent impacts to stream SA will result from the extension of culverts and permanent placement of rip-rap in the channels. Temporary impacts to stream SA will occur as a result of construction access as part of the culvert extension. Temporary impacts will be restored to pre-construction conditions upon completion of the proposed project. Page 5 of 12 PCN Form — Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Tem orar T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 4g. Comments: No open waters will be impacted as part of the proposed project. 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 Sf. Total 5g. Comments: No ponds or lakes will be constructed as part of the proposed project. 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require miti ation, then ou MUST fill out Section D of this form. 6a. � Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Tem ora T im act re uired? Site 1 Road Stream SA - UT to Crabtree ❑ Yes � P❑ T widening Creek � No 8,�52 4,674 6h. Total buffer impacts 8,752 4,674 6i. Comments: Unavoidable impacts to the riparian buffers of Stream SA will result from the road widening. The riparian buffers will be crossed perpendicularly to minimize impacts. According to the NRB Buffer Rules, impacts at Site 1 are "Allowable" (road crossings that impact greater than 40 LF, but equal to or less than 150 LF or 1/3 acre). Page 6 of 12 PCN Form — Version 1.3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Impacts to jurisdictional wetlands, streams, and riparian buffers have been avoided and minimized to the extent practical. The road widening will be constructed mostly within existing rights-of-way. Where possible, fill slopes have been tightened to avoid additional impacts to wetlands, streams, and buffers. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Impacts to streams within the corridor will be minimized to the extent practical throughout the construction process by avoiding stream and wetland features where practical. Equipment staging and construction access will be located in upland areas throughout the corridor, and silt fencing will be installed around the permitted limits of disturbance to ensure all equipment is located within the permitted areas. Sediment constrol measures will be used to reduce stormwater impacts to receiving waters and minimize runoff from the construction sites. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for � Yes ❑ No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): � DWQ � Corps � Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: see attached Statement of Availability for wetland credit information 3b. Credits Purchased (attach receipt and letter) Type Riparian Quantity 0.28 acre riparian wetland wetland 3c. Comments: Credits have been reserved with RES, LLC per the attached SOA, and are under contract to be purchased before construction begins. 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: n/a 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. n/a Page 7 of 12 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: n/a Page 8 of 12 PCN Form — Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. � Yes ❑ No Comments: See attached Erosion Control Plans 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? 35 % 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: The Town of Morrisville will review and approve all stormwater management plans for the proposed project. The project is a linear transportation project, and all new conveyances will meet diffuse flow prior to discharge into a buffer. See attached Erosion Control Plan Sheets for stormwater management features. � Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ❑ DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? Town of Morrisville � Phase II 3b. Which of the following locally-implemented stormwater management programs � NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes � No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 9 of 12 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State � Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes � No Comments: A Categorical Exclusion was submitted to the State Clearing House in April 2017 and is currently pending. 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 26 .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. The purpose of the project is to improve traffic flow to and from I-40. The areas surrounding the project are already developed and no future increase in development is anticipated as a result of the proposed project. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Page 10 of 12 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. � Yes ❑ No � Yes � No � Raleigh ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The USFWS lists four federally protected species for Wake County: northern long-eared bat, Michaux's sumac, rec- cockaded woodpecker, and dwarf wedgemussel. A review of the North Carolina Natural Heritage Program (NCNHP) element occurrence database records (updated April 2017) revealed no known occurrences of any federally protected species in or within 1.0-mile of the project limits. The USFWS has developed a programmatic biological opinion (PBO) in conjunction with the Federal Highway Administration (FHWA), the USACE, and NCDOT for the northern long-eared bat (NLEB) in eastern North Carolina. The PBO covers the entire NCDOT program in Divisions 1-8, including all NCDOT projects and activities. The programmatic determination for NLEB for the NCDOT program is "May Affect, Likely to Adversely AffecY'. The PBO provides incidental take coverage for NLEB and will ensure compliance with Section 7 of the Endangered Species Act for five years for all NCDOT projects with a federal nexus in Divisions 1-8, which includes Wake County, where the proposed project is located. Suitable habitat for red-cockaed woodpecker (RCW) does not exist in the study area. Forests in the study area are comprised of a closed hardwood dominated canopy and sub-canopy, with several areas of pine-dominated forests. The pine-dominated forest communities in the project study area have been historically clearcut or managed for timber production. Understory communities in the pine forests are dense with narrow spacing between planted pines and larger spacing occupied with dense hardwood sapling growth. Therefore, a half-mile survey was not conducted. Due to the lack of known occurrences and the lack of suitable habitat, it has been determined that the proposed project will have no effect on the RCW. A dwarf wedgemussel survey was conducted in the project vicinity on November 11, 2016 by RK & K. The streams potentially affected by the project are tributaries to Crabtree Creek. All tributaries for the project flow into Crabtree Creek above Lake Crabtree. The mussel survey was conducted in Crabtree Creek from a point adjacent to Cedar Fork Park upstream to highway 54. At the time of the survey the stream had little flow and the substrate was dominated by unstable shifting sand. A total of 57 live Eastern Elliptios (Elliptio complanata) and a shell fragment of a Paper Pondshell (Utterbackia imbecillis) were found during the survey. The results of this survey and recent others above Lake Crabtree suggest rare freshwater mussels are not present upstream of the lake. Given the Lake Crabtree dam acting as a barrier to recolonization of rare mussels from downstream, the nearest dwarf wedgemussel record being over 20 miles away, the degraded instream habitat for Crabtree Creek in the project vicinity, and the survey results, completion of this project will have no effect on this species. Suitable habitat for Michaux's sumac exists within the study area along the roadsides, utility rights-of-way, and maintained easements. However, many of the areas of suitable habitat within the project study area are heavily maintained by mowing or the application of herbicide and present only marginally suitable habitat. Kimley-Horn biologists surveyed areas of suitable habitat within the study area on October 19, 2015 and no individuals of Michaux's sumac were observed. Due to a lack of recorded occurrences and lack of observed individuals in the project study area, it has been determined that the proposed project will have no effect on this species. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? �❑ Yes 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? // . The NOAA Essential Fish Habitat Mapper was reviewed on June 22, 2017. No essential fish habitat was found within the project area or within the vicinity of the project. Page 11 of 12 PCN Form — Version 1.3 December 10, 2008 Version 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation � Yes ❑ No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? The Pugh House is located at 103 Page Street near the east end of the project corridor. The property is set back approximately 60 feet south of Morrisville Carpenter Road. It was listed on the National Register of Historic Places (NRHP) in June 2014. The Pugh Morrisville Carpenter Road Improvements 7 Categorical Exclusion House was originally located approximately 400 feet east and was moved to its current location in 2008. The State Historic Preservation Office (HPO) concurred on November 22, 2016 that this project would have No Adverse Effect on the Pugh House because no additional right-of-way is proposed in front of the house. The Williamson Page House was listed on the NRHP in April 2012. It is located at 116 South Page Street near the east end of the project corridor. The House is approximately 600 feet south of Morrisville Carpenter Road, outside of the Area of Potential Effect (APE). This project will not impact the Williamson Page House. No known archaeological resources are in the study area. The Historic Preservation Office determined that it is unlikely that any archaeological resources that may be eligible for inclusion in the NRHP would be affected by the project. No further coordination is required. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: Wake County is a participant in the National Flood Insurance Regulatory Program. The stream that crosses Morrisville Carpenter Road near Town Hall Drive is not a FEMA-studied stream but is located within the FEMA 100-year backwater of Crabtree Creek. Although FEMA coordination is not required for the stream, a study was conducted for the Town of Morrisville to determine the appropriate proposed grade for the improvement project. The Town also desired to alleviate flooding in the existing Morrisville Carpenter Road/Town Hall Drive intersection. The existing dual 72-inch reinforced concrete pipes will be replaced with dual 10-foot x 7-foot reinforced concrete box culverts and dual 48-inch overflow pipes in the floodplain. 8c. What source(s) did you use to make the floodplain determination? The FEMA Digital Flood Insurance Rate Map (DFIRM) Panel 3720074500J (effective 05/02/2006). Jason Hartshorn � 8/11/2016 ApplicanUAgenYs Printed Name Date Applicant/Agent's Signature (AgenYs signature is valid only if an authorization letter from the applicant is rovided. Page 12 of 12 PCN Form — Version 1.3 December 10, 2008 Version AGENT AUTHORIZATION FORM AGENT AUTHORIZATION FORM Name: �e •J,�t c�� J�aF��� ��} �� l�. Address• �C�C� �o,�r,� � � � Phone: � � �— � �, 3 — �n � O C] Project Name/Description: Morrisville-Carnenter Roadwav Imnrovements Date: �� � ! ��� � The Department of the Army U.S. Army Corps of Engineers, Wilmington District Attention: Eric Alsmever Field Office: Raleieh Regulatorv Field Office Re: Wetland Related Consulting and Permitting To Whom lt May Concem: The Town of Morrisville hereby designates and authorizes Kimley-Horn and Associates, [nc. to act in my/our behalf as my/our agent solelv for the purpose of processing Jurisdictional Determinations, Section �404 permits/Section �O1 Water Quality Certifications a}�plications, and Neuse River Basin Ri�arian Buffer Determinations, and to furnish upon reyuest supplemental information in support of applications, etc. from this day forward until successful completion of the permitting process or revacation by the owner. In addition, [, the undersigned, a duly authorized owner of record aithe propertylproperties identi�ed herein, do authorize representatives o�the Wilmington District, U.S. Army Corps of Engineers (Corps} to enter upon the property herein described for the purpose of conducting on-site investigations and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act andfor Section 10 of the Rivers and Harbors Act of I 899. Autharized this � day of � � , �/ �i Property Ow r's i ature � cL ' Print Property Owner's ame Cc: Karen Higgins NC Divisior� of Water Resources 40l & Buffer Permitting Unit 1650 Mail Service Center Raleigh, NC 27699-1650 FIGURE S �arkside_Va/��. � "\ i �'�"1`'ti1 �� � �a ___, � � ��.�°�e�- � s �d,.a _ - vo � � ,�Q, � 1� �'. �` ld�� � '\� �� �L y%� r�,I 1Xj�` �� � / �.{ �'),�jL � , ��a f � \ a� �- � � `- r , - Leacroft Wa 1 '" � � ; � r �� � 1 �..M��r�sv/ll� o� �v 54 d_o p( � ��s?; �- ��' p � �_ � �� e� ` �' � ' � ac `� �s� `, . m [C � .. cn . � '.. � � ' � � N � L �� � � � � � —�� C�aret �� ��et Dr I �� d�-',, � I Kudrow �-� �'�� � 5' �t- N o. 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'� ,r / V .t -� '� �,}.� �U �, ��", 1�. ` � '.i �, � I � � ��,(} ' V ��1� � , ,'�4� _ � . JV� . , . _. . r v'z /f 1 � � ' � .� ,CF%°1 � - y � d - �,� ,,�r - ' � i'� r62 �, r �;r�;� , � �:� - - � �`' }�u � � ��I - � 5 � �;�� . . � .. , � . ` y � � � �� �� - � � .ti . �rCz - .t Mv� ` P �� G',, r, '' �YB2� � - _4 ,�,.� :.y , . �� , i_ � �� -; �'''� ' l { - ` � - - � •,� ��, , � : � � . . � ' -- � ,� � �� �' - _ - - � � y F � � r_�-.� � ^ � jb� y' �_,r � � � , • � � _ � , -' _ � ' � r . f � ?'` .� � "� � � . • � _ - _ - � , _` �� ry C a _ > ; � _ � � - � - . , � - " Mly �2 , " {~ .. �,; ,,,r, — - �� _ �,. ____ R8� � '� I. �[A �- - � � - y C� � � „ .;�, . ' � _., .r� i . _ � � �� '^���.� � ., Au ,�; / _ ' Ali � , � � � � = ' ( � Crn � � � i q+� � � � ' �. . __ �'� � _ ,� '�. �, _ _ � �i.i ' ri ' �'C'p �i ' �, �lJ ��� �_ ' _ , - .. � - �I _� � � , -- ��^ , � ' - �> �`� - ��— � �t"r� rl��"� !�� i. ''��c �- ' _ � , - � � �� f/ . 1�' �' i _ � s ' �„r �F!" _ _ s- � � : w: �.. Morrisville-Carpenter Roadway Improvements Project ' � � - ,= ' ;_-' •, NRCS Soil Survey of Wake County (1970) �� �-� �iP17 -�A ` � I, � ''� Map Unit Soil Unit Name H dric � _ . -.� � �. " � � AfB Altavista fine sandy loam(0-6% slopes, rarely flooded) Incl. ,-�-� � �� AuA Augusta fine sandy loam (0-2% slopes, occasionallyflooded) Incl. [1 �1 �' ` � ` ' � . CaB Carbonton-Brickhavencomplex(2-6%o slopes) No . 1��� � CaC Carbonton-Brickhaven complex (6-10% slopes) No � t� , CaD Carbonton-Brickhaven complex (10-15% slopes) No Ij CmA Chewacla sandy loam (0-2% slopes, frequentlyflooded) Incl. P� �' J - �� Legend CpA Congaree silt Ioam (0-2% slopes, frequently flooded) Incl. � � ��'�, � CrB2 Creedmoor sandy loam (2-6% slopes, moderately eroded) No � � '� � Project Study Area CrC2 Creedmoor sandy loam (6-10% slopes, moderately eroded) No �1 �y�2 �.'+' � GrB2 Granville sandy loam (2-6% slopes, moderately eroded) No M ; �-F -- WhA Warne fine sandy loam (0-2%o slopes, occasionally flooded) Incl. '-' �' � 700 1 400 WnA Wehadkee silt loam (0-2% slopes, frequentiyflooded) Yes � �, f%� ' WyA Worsham sandy loam (0-3%o slopes) Yes . �f V� f'�- Feet y ;, — - - � 1r �_ - _ � -� ;. ,� ��°�°����sy Figure 4: NRCS Soil Survey (Wake County, 1970) y` v`r Morrisville-Carpenter Roadway Improvements � o Morrisville, Wake County, NC � �� `F�J:�� T�1pT�� y. PERMIT DRAWINGS See Sheet �-A For Index Of Sheets See Sheet 9-B For Conventlonol Sheet Symbols UTILITY AND GOVERNING AGENCIES CONTACT LIST: WATER COMPANY TOWN OF CARY WATER RESOURCES 316 N. ACADEMY STREET CARY, NC 27513 (919) 380-2760 TEL CONTACT: JAMIE BISSONNETTE SANITARY SEWER COMPANY TOWN OF CARY WATER RESOURCES 316 N. ACADEMY STREET CARY, NC 27513 (919) 380-2760 TEL CONTACT: JAMIE BISSONNETTE NATURAL GAS COMPANY PUBLIC SURVICE NATURAL GAS 2451 SCHIEFFELIN ROAD APEX, NC 7502 (919) 367-2720 TEL CONTACT: NAKIMA BOGAN FIRE CHIEF TOWN OF MORRISVILLE POICE DEPARTMENT 260-C TOWN HALL DRIVE P.O. BOX 166 MORRISVILLE, NC 27560 (919) 463-6121 TEL CONTACT: TODD WRIGHT EROSION CONTROL NCDENR ENERGY MINERAL AND LAND RESOURCES 3800 BARETT DRIVE RALEIGH, NORTH CAROLINA 27609 (919) 791-4200 TEL CONTACT: JOE DUPREE ENGINEERING DEPARTMENT TOWN OF MORRISVILLE ENGINEERING DEPARTMENT 414 AVIATION PARKWAY MORRISVILLE, NC 27560 (919) 463-7071 TEL CONTACT: BLAKE MILLS NETWORK SERVICES LEVEL 3 COMMUNICATIONS 5301 DEPARTURE DRIVE, SUITE 101 RALEIGH, NC 27616 (336) 209-6793 TEL CONTACT: ALLEN HAIGH POWER COMPANY PROGRESS ENERGY 9920 FAYETTEVILLE ROAD RALEIGH, NC 27603 (919) 481-6153 TEL CONTACT: JB JONES TELEPHONE COMPANY AT&T 5715 GLENWOOD AVE RM 204 RALEIGH, NC 27612 (910) 788-2752 TEL CONTACT: BILLY GRINER CABLE TELEVISION COMPANY TIME WARNER CABLE 101 INNOVATION AVE, SUITE 100 MORRISVILLE, NC 27560 (919) 920-7409 TEL CONTACT: TOMMY ROBERTS (TELICS) DEPARTMENT OF TRANSPORTATION NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION 5 DISTRICT 1 OFFICE 4009 DISTRICT DRIVE RALEIGH, NORTH CAROLINA 27607 (919) 733-7759 TEL CONTACT: REID ELMORE PLANNING DEPARTMENT TOWN OF MORRISVILLE PLANNING DEPARTMENT 260-B TOWN HALL DRIVE MORRISVILLE, NC 27560 (919) 463-6927 TEL CONTACT: BENJAMIN HOWELL POLICE DEPARTMENT TOWN OF MORRISVILLE POICE DEPARTMENT 260-C TOWN HALL DRIVE P.O. BOX 166 MORRISVILLE, NC 27560 (919) 463-1600 TEL CHIEF OF POLICE: PATRICE ANDREWS TOWN: ENGINEER: SURVEYOR: TOWN OF MORRISVILLE KIMLEY-HORN AND ASSOCIATES, INC. McKIM & CREED ENGINEERING DEPARTMENT 421 FAYETTEVILLE STREET, STE. 600 200 MACKENAN COURT 414 AVIATION PARKWAY RALEIGH, NORTH CAROLINA 27601 CARY, NC 27511 MORRISVILLE, NC 27560 (919)678-4194 TEL (919) 233-8091 TEL (919) 463-7071 TEL S R-3 014 MO RRI SVI LLE CARPE NTE R ROADWAY IMPROVEME NTS MO RRI SVI LLE N O RTH CARO LI NA ' TYPE OF WORK: GRAD/NG, DRA/NAGE, PAVING, SIGNING, SIGNALS, AND PAVEMENT MARKINGS. LENGTH OF PROJECT: z Q � a � � OC BEGIN PROJECT BEG/N CONSTRUCTION SR-3014 (MORRISVILLE CARPENTER RD) -L- Sta. 10 + 70. 00 SUE: CH ENGINEERING, PLLC 3220 GLEN ROYAL ROAD RALEIGH, NC 27617 (919) 256-5462 TEL TO NC 55 -L- SR-3014 (MORR/SVILLE CARPENTER RD): -Y10- MORR/SVILLE SQUARE DRIVEWAY: -Y12- TOWN HALL DR: -Y16- FRANKL/N UPCHURCH ST; -Y17- WETLA1�lD A1�D Cq ���R��� �<< R RD GEOTECHNICAL: TERRACON 2401 BRENTWOOD ROAD, STE. 107 RALEIGH, NC 27604 (919) 873-2211 TEL CONTACT: BLAKE MILLS CONTACT: MATT WEST, P.E., AVS CONTACT: TIM VAN GELDER, PLS CONTACT: MAHA A. CHAMBLISS, P.E. CONTACT: MATT ALEXANDER, P.E. , �y �' � S �,`� W� � ,� �'� v PERMIT DRAWING SHEET 1 OF 6 APPROX. 1.32 MILES OF W/DEN/NG AND MED/AN CONSTRUCTION APPROX. 0.06 MILES OF NEW LOCATION APPROX, 0.11 MILES OF WIDEN/NG AND MED/AN CONSTRUCTION APPROX. 0.11 MILES OF NEIN LOCAT/ON APPROX. 0.02 MILES OF NEW LOCATION AND EX/STING STREAMS PERMIT PA CI�A GE END CONSTRUCTION TOWN HALL DR -Y92- Sta. 22+33.00 SITE4 TR,B�T,� Ta y�� CRABT REE CREEK , , � -9�` �o� O�, .L SI TE 3 � �, 8 � SI TE 1 �,�� �,, , R�5 RO D: . 7 � MpR �,�ER � � � � � � - �P(tP � `` � Z L 6 ' � = o , � �,�1. PREPARED IN THE OFFICE OF: ■ � 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 PHONE: (919) 677-2000 FAX: (919) 678-4181 NC License #F-0102 ,c�:� �o '` � `o � �� m � ,N� �Z � ,` �� _ / � I� � BEG/N CONSTRUCT/ON -Y17- Sta. 10 + 00. 00 BEG/N CONSTRUCT/ON MORR/SVILLE SQUARE DR/VEWAY -Y10- Sta. 13+47.00 � ��P�� �'� �NCRR CORR/DOR � y� Q��►J END PROJECT `� END CONSTRUCT/ON , y�� SR-3014 (MORR/SVILLE 94a � CARPENTER RD) �' 2 -L- Sta. 80 + 57.20 END CONSTRUCTION FRANKL/N UPCHURCH ST -Y16- Sta. 15+95.45 BEG/N CONSTRUCT/ON TOINN HALL DR -Y12- Sta. 9 6+ 00. 00 BEGIN CONSTRUCTION -Y11- Sta. 11 + 07. 50 END CONSTRUCT/ON -Y17- Sta. 11 + 97.00 PROJECT GRAPHIC SCALES rTE 2 50 �5 0 50 ,00 `-I�-IJ_= � = PLANS 50 25 0 50 100 , , , , , PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) CLEARING ON TH/S PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD ll. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDAR/ES OF THE TOWN OF MORR/SV/LLE. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. I�A i�E FII_'_ NI IMh'� � _ HE�T fvl IMhIJ�' TOTAL ��HE� T'S 5-26-2017 1 X �_�rrri,,�T;_, _,-,i, PLANS PREPARED BY: Kimley>>> Horn a�iFA�FTT�vii.i F sT. sui-F t>ao 1-'ALEII;H.G,Ii= -srr�,nl FHON�: i91�1 i �7-�OU4 �/1X: (9191 617-'050 NC LIi-EG1=E "F-Gli �� �� �'�5W I�T�OM�LFII'E �`L''A�T Do oT u�B P'OR R/ N Apvu PRELI�IVII�TA Y{� P�A�TI � NOT �4�8 POR G� �N o ,VI," � �� ou.ic . � _ a � �� � � 1 ,vi ^ � a U � O a � � °� W � U W Z a � � J M U � h r � J � � � =� oo�c � � � W _ H W � � l�;H�I FFi'��JE���I: 012108007 D<;� E: 6-22-2017 R/ W PLANS a 0 = W o� � G C z W � � ► � � 0 �s �O C � � � I � � Q I � Q) � I � L Q I � � I � O O � O N O i E O N L � � I � C O � N � i � � C .� O L Q � .� L N � O � C N � C O L .j C W / � U � � O L � I� i C O � i L � C N Q L O v � , , � � .� � � � 0 0 � 0 N O �, O � � O 0 � I J Q � i J Q � I �l � i � O U C L � I � � � C O� � Z O C� � � I -C � Q I � N � I � L Q I � � I � � O � O N O � E 0 a� � � � i � c 0 � a� � � � a c �3 0 � O � .� i a� � 0 � c a� E c 0 i .� c W � � U j O L � _�, i C O � i L � � C N Q L O C� a� � � � � .� L � � 0 � � � N O � 0 3 � 0 0 � i J Q � � C � � � I � � Q I � Q) � I � L Q I � � I � O O � O N O i E O N L � � I � C O � N � i � � C .� O L Q � .� L N � O � C N � C O L .j C W / � U � � O L � I� i C O � i L � C N Q L O v � , , � � .� � � � 0 0 � 0 N O �, O � � O 0 � I J Q � i J Q � I �l � i � O U C L � I � � � G O� � Z O v � rn i � � a i � a� 3 i � � a i � -�' i � 0 0 � 0 N O � E 0 a� � � � i � c 0 � a� � � � a c �3 0 � O � .� i a� � 0 � c a� E c 0 i .� c W � � U j O L � _�, i C O � i L � � C N Q L O C� a� � � � � .� L � � 0 � � � N O � 0 3 � 0 0 � i J Q � � See Sheet �-A For Index Of Sheets See Sheet 9-B For Conventlonol Sheet Symbols UTILITY AND GOVERNING AGENCIES CONTACT LIST: WATER COMPANY TOWN OF CARY WATER RESOURCES 316 N. ACADEMY STREET CARY, NC 27513 (919) 380-2760 TEL CONTACT: JAMIE BISSONNETTE SANITARY SEWER COMPANY TOWN OF CARY WATER RESOURCES 316 N. ACADEMY STREET CARY, NC 27513 (919) 380-2760 TEL CONTACT: JAMIE BISSONNETTE NATURAL GAS COMPANY PUBLIC SURVICE NATURAL GAS 2451 SCHIEFFELIN ROAD APEX, NC 7502 (919) 367-2720 TEL CONTACT: NAKIMA BOGAN FIRE CHIEF TOWN OF MORRISVILLE POICE DEPARTMENT 260-C TOWN HALL DRIVE P.O. BOX 166 MORRISVILLE, NC 27560 (919) 463-6121 TEL CONTACT: TODD WRIGHT EROSION CONTROL NCDENR ENERGY MINERAL AND LAND RESOURCES 3800 BARETT DRIVE RALEIGH, NORTH CAROLINA 27609 (919) 791-4200 TEL CONTACT: JOE DUPREE ENGINEERING DEPARTMENT TOWN OF MORRISVILLE ENGINEERING DEPARTMENT 414 AVIATION PARKWAY MORRISVILLE, NC 27560 (919) 463-7071 TEL CONTACT: BLAKE MILLS NETWORK SERVICES LEVEL 3 COMMUNICATIONS 5301 DEPARTURE DRIVE, SUITE 101 RALEIGH, NC 27616 (336) 209-6793 TEL CONTACT: ALLEN HAIGH POWER COMPANY PROGRESS ENERGY 9920 FAYETTEVILLE ROAD RALEIGH, NC 27603 (919) 481-6153 TEL CONTACT: JB JONES TELEPHONE COMPANY AT&T 5715 GLENWOOD AVE RM 204 RALEIGH, NC 27612 (910) 788-2752 TEL CONTACT: BILLY GRINER CABLE TELEVISION COMPANY TIME WARNER CABLE 101 INNOVATION AVE, SUITE 100 MORRISVILLE, NC 27560 (919) 920-7409 TEL CONTACT: TOMMY ROBERTS (TELICS) DEPARTMENT OF TRANSPORTATION NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION 5 DISTRICT 1 OFFICE 4009 DISTRICT DRIVE RALEIGH, NORTH CAROLINA 27607 (919) 733-7759 TEL CONTACT: REID ELMORE PLANNING DEPARTMENT TOWN OF MORRISVILLE PLANNING DEPARTMENT 260-B TOWN HALL DRIVE MORRISVILLE, NC 27560 (919) 463-6927 TEL CONTACT: BENJAMIN HOWELL POLICE DEPARTMENT TOWN OF MORRISVILLE POICE DEPARTMENT 260-C TOWN HALL DRIVE P.O. BOX 166 MORRISVILLE, NC 27560 (919) 463-1600 TEL CHIEF OF POLICE: PATRICE ANDREWS TOWN: ENGINEER: SURVEYOR: TOWN OF MORRISVILLE KIMLEY-HORN AND ASSOCIATES, INC. McKIM & CREED ENGINEERING DEPARTMENT 421 FAYETTEVILLE STREET, STE. 600 200 MACKENAN COURT 414 AVIATION PARKWAY RALEIGH, NORTH CAROLINA 27601 CARY, NC 27511 MORRISVILLE, NC 27560 (919)678-4194 TEL (919) 233-8091 TEL (919) 463-7071 TEL S R-3 014 MO RRI SVI LLE CARPE NTE R ROADWAY IMPROVEME NTS MO RRI SVI LLE N O RTH CARO LI NA ' TYPE OF WORK: GRAD/NG, DRA/NAGE, PAVING, SIGNING, SIGNALS, AND PAVEMENT MARKINGS. LENGTH OF PROJECT: BEGIN PROJECT BEG/N CONSTRUCTION SR-3014 (MORRISVILLE CARPENTER RD) -L- Sta. 10 + 70. 00 SUE: CH ENGINEERING, PLLC 3220 GLEN ROYAL ROAD RALEIGH, NC 27617 (919) 256-5462 TEL TO NC 55 Cq ���R��� �<< R RD GEOTECHNICAL: TERRACON 2401 BRENTWOOD ROAD, STE. 107 RALEIGH, NC 27604 (919) 873-2211 TEL CONTACT: BLAKE MILLS CONTACT: MATT WEST, P.E., AVS CONTACT: TIM VAN GELDER, PLS CONTACT: MAHA A. CHAMBLISS, P.E. CONTACT: MATT ALEXANDER, P.E. -L- SR-3014 (MORR/SVILLE CARPENTER RD): -Y10- MORR/SVILLE SQUARE DRIVEWAY: -Y12- TOWN HALL DR: -Y16- FRANKL/N UPCHURCH ST; -Y17- BUFFER DRAWING SHEET 1 OF 5 APPROX. 1.32 MILES OF W/DEN/NG AND MED/AN CONSTRUCTION APPROX. 0.06 MILES OF NEW LOCATION APPROX, 0.11 MILES OF WIDEN/NG AND MED/AN CONSTRUCTION APPROX. 0.11 MILES OF NEIN LOCAT/ON APPROX. 0.02 MILES OF NEW LOCATION AND EX/STING B UFFER PERMI T PA CI�A GE S` ```' C , � ; �n O �- i, , � Q � � , � � �'J PREPARED IN THE OFFICE OF: ■ � 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 PHONE: (919) 677-2000 FAX: (919) 678-4181 NC License #F-0102 END CONSTRUCTION TOWN HALL DR -Y92- Sta. 22+33.00 TR/BUTARY TO � CRABT REE CREEK , , � �'-9�` �o O �.L SITE 1 � 8 ``� '. � v����` �\ `� N`oR ���R R0 � '. . GPRQE �' BEG/N CONSTRUCT/ON -Y17- Sta. 10 + 00. 00 BEG/N CONSTRUCT/ON MORR/SVILLE SQUARE DR/VEWAY -Y10- Sta. 13+47.00 � � ��P�� �'� �NCRR CORR/DOR , y� Q��►J END PROJECT `� END CONSTRUCT/ON , y�� SR-3014 (MORR/SVILLE 94a � CARPENTER RD) �' 2 -L- Sta. 80 + 57.20 END CONSTRUCTION FRANKL/N UPCHURCH ST -Y16- Sta. 15+95.45 BEG/N CONSTRUCT/ON TOINN HALL DR -Y12- Sta. 9 6+ 00. 00 BEGIN CONSTRUCTION -Y11- Sta. 11 + 07. 50 END CONSTRUCT/ON -Y17- Sta. 11 + 97.00 PROJECT GRAPHIC SCALES 50 25 0 50 100 `-I�-IJ_= � = PLANS 50 25 0 50 100 , , , , , PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) CLEARING ON TH/S PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD ll. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDAR/ES OF THE TOWN OF MORR/SV/LLE. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. I�A i�E FII_'_ NI IMh'� � _ HE�T fvl IMhIJ�' TOTAL ��HE� T'S 5-26-2017 1 X �_�rrri,,�T;_, _,-,i, PLANS PREPARED BY: Kimley>>> Horn a�iFA�FTT�vii.i F sT. sui-F t>ao 1-'ALEII;H.G,Ii= -srr�,nl FHON�: i91�1 i �7-�OU4 �/1X: (9191 617-'050 NC LIi-EG1=E "F-Gli �� �� �'�5W I�T�OM�LFII'E �`L''A�T Do oT u�B P'OR R/ N Apvu PRELI�IVII�TA Y{� P�A�TI � NOT �4�8 POR G� �N O � � ," M �� ou.ic . � _ a � �� � � 1 ,vi ^ � a U � O a � � °� W � U W Z a � � J M U � h r � J � � � =� oo�c � � � W _ H W � � l�;H�I FFi'��JE���I: 012108007 D<;� E: 6-22-2017 R/ W PLANS a 0 = W o� � G C z W � � ► � � 0 �s �O c a � � i r � a i � � ,o i � i Q i � -� i ti 0 0 � 0 N O i � L a� � � � m � � o, c .� 0 � a � .� � a� � 0 � c a� � c 0 L .j C W / � U � � O L � I� i C O � i L � C N Q L O v � , , � � .� � � � 0 0 � 0 N O �, O � � O 0 � I J Q � i J Q � I �l � i � O U C L � I � � � C � � Z O v I � I � � Q I � J ,O I � L 4 I � � I � O O � O N O � � L � � � � � i � a c �3 0 � O � .� i a� � 0 � c a� E c 0 i .� c W � � U j O L � _�, i C O � i L � � C N Q L O C� a� � � � � .� L � � 0 � � � N O � 0 3 � 0 0 � i J Q � � BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 DUAL 10'X7' RCBC 66+75/68+60 -L- X 8752 4674 13426 TOTAL: 8752 4674 13426 0 0 0 STREAM AND WETLAND DATA FORMS North Carolina Division of Water Quality - Stream Identification Form, Version 4.11 Stream SA Date: 1/14/2016 Project/Site: Morrisville Carpenter Latitude: 35.820645 Roadway Improvements Evaluator: R�si�RH County: Wake Longitude: -78.828729 Total Points: 43.5 Stream Determination (cir Other Stream is at least intermittent Ephemeral Intermitten Perennial e.g. Quad Name: Cary if >_ 19 or perennial if >_ 30 A. Geomorphology Subtotal = 23.5 Absent Weak Moderate Strong Score 1 a. Continuity of channel bed and bank 0 1 2 3 3 2. Sinuosity of channel along thalweg 0 1 2 3 3 3. In-channel structure: ex. riffle-pool, step-pool, ripple 0 1 2 3 3 pool sequence - 4. Particle size of stream substrate 0 1 2 3 3 5. Active/relic floodplain 0 1 2 3 3 6. Depositional bars or benches 0 1 2 3 2 7. Recent alluvial deposits 0 1 2 3 2 8. Headcuts 0 1 2 3 0 9. Grade control 0 0.5 1 1.5 0.5 10. Natural valley 0 0.5 1 1.5 1 11. Second or reater order channel No = 0 Yes = 3 3 artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 10.5 12. Presence of Baseflow 0 1 2 3 3 13. Iron oxidizing bacteria 0 1 2 3 1 14. Leaf litter 1.5 1 0.5 0 1.5 15. Sediment on plants or debris 0 0.5 1 1.5 0.5 16. Organic debris lines or piles 0 0.5 1 1.5 1.5 17. Soil-based evidence of high water table? No = 0 Yes = 3 3 C. Biology Subtotal = 9.5 18. Fibrous roots in streambed 3 2 1 0 3 19. Rooted upland plants in streambed 3 2 1 0 3 20. Macrobenthos note diversity and abundance 0 1 2 3 0 21. Aquatic Mollusks 0 1 2 3 2 22. Fish 0 0.5 1 1.5 0.5 23. Crayfish 0 0.5 1 1.5 0.5 24. Amphibians 0 0.5 1 1.5 0 25. Algae 0 0.5 1 1.5 0.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0 0 'perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Stream SA is a perennial channel that had strong baseflow. The channel is incised with multiple bank failures observed during field visit. SA appears to flood the surrounding floodplains periodically. The stream substrate consisted of mostly sand and silt with some gravel. Mussels were observed embedded in the sand in several locations. North Carolina Division of Water Quality - Stream Identification Form, Version 4.11 Stream SB Date: 1/14/2016 Project/Site: Morrisville Carpenter Latitude: 35.821914 Roadway Improvements Evaluator: R�si�RH County: Wake Longitude: -78.826754 Total Points: 2� Stream Deter ' ' n(circle one) Other Stream is at least intermittent Ephemera Intermitte Perennial e.g. Quad Name: Cary if >_ 19 or perennial if >_ 30 A. Geomorphology Subtotal = 9.5 Absent Weak Moderate Strong Score 1 a. Continuity of channel bed and bank 0 1 2 3 3 2. Sinuosity of channel along thalweg 0 1 2 3 1 3. In-channel structure: ex. riffle-pool, step-pool, ripple 0 1 2 3 1 pool sequence - 4. Particle size of stream substrate 0 1 2 3 2 5. Active/relic floodplain 0 1 2 3 1 6. Depositional bars or benches 0 1 2 3 1 7. Recent alluvial deposits 0 1 2 3 0 8. Headcuts 0 1 2 3 0 9. Grade control 0 0.5 1 1.5 0.5 10. Natural valley 0 0.5 1 1.5 0 11. Second or reater order channel No = 0 Yes = 3 0 artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 6.5 12. Presence of Baseflow 0 1 2 3 2 13. Iron oxidizing bacteria 0 1 2 3 0 14. Leaf litter 1.5 1 0.5 0 1 15. Sediment on plants or debris 0 0.5 1 1.5 0 16. Organic debris lines or piles 0 0.5 1 1.5 0.5 17. Soil-based evidence of high water table? No = 0 Yes = 3 3 C. Biology Subtotal = 5 18. Fibrous roots in streambed 3 2 1 0 2 19. Rooted upland plants in streambed 3 2 1 0 3 20. Macrobenthos note diversity and abundance 0 1 2 3 0 21. Aquatic Mollusks 0 1 2 3 0 22. Fish 0 0.5 1 1.5 0 23. Crayfish 0 0.5 1 1.5 0 24. Amphibians 0 0.5 1 1.5 0 25. Algae 0 0.5 1 1.5 0 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0 0 'perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Stream SB is a linear, weak intermittent channel carrying primarily stormwater and has downcut or been dugout. Baseflow in SB is low and slow, but the substrate is well sorted and sandv. North Carolina Division of Water Quality - Stream Identification Form, Version 4.11 Stream SC Date: 1/14/2016 Project/Site: Morrisville Carpenter Latitude: 35.817992 Roadway Improvements Evaluator: RLS/JRH County: Wake Longitude: -78.83956 Total Points: 24 Stream Deter � 'on (circle one) Other Stream is at least intermittent Cary Ephemera ntermitte Perennial e.g. Quad Name: if >_ 19 or perennial if >_ 30 A. Geomorphology Subtotal = 1a. Continuity of channel bed and bank 2. Sinuosity of channel along thalweg 3. n-c anne structure: ex. ri e-poo ,: ripple-pool sequence 4. Particle size of stream substrate 5. Active/relic floodplain 6. Depositional bars or benches 7. Recent alluvial deposits 8. Headcuts 9. Grade control 10. Natural valley 11. Second or greater order channel ' artificial ditches are not rated; see discussions in B. Hydrology Subtotal = g.5 9.5 ••. 0 0 Weak Moderate Strong Score 1 2 3 3 1 2 3 2 1 2 3 1 1 2 3 2 1 2 3 1 1 2 3 0 1 2 3 0 1 2 3 0 0.5 1 1.5 0 0.5 1 1.5 0.5 Yes=3 0 12. Presence of Baseflow 0 1 2 3 2 13. Iron oxidizing bacteria 0 1 2 3 1 14. Leaf litter 1.5 1 0.5 0 1 15. Sediment on plants or debris 0 0.5 1 1.5 1 16. Organic debris lines or piles 0 0.5 1 1.5 1.5 17. Soil-based evidence of high water table? No = 0 Yes = 3 3 C. Biology Subtotal = 5 18. Fibrous roots in streambed 3 2 1 0 3 19. Rooted upland plants in streambed 3 2 1 0 2 20. Macrobenthos (note diversity and abundance) 0 1 2 3 0 21. Aquatic Mollusks 0 1 2 3 0 22. Fish 0 0.5 1 1.5 0 23. Crayfish 0 0.5 1 1.5 0 24. Amphibians 0 0.5 1 1.5 0 25. Algae 0 0.5 1 1.5 0 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0 0 "perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Stream SC is a channelized feature that has naturalized. Sweetgums line the bottom edges of the channel valley, and are located in the stream channel. Numerous debris piles are located in the channel. North Carolina Division of Water Quality - Stream Identification Form, Version 4.11 Stream SD Date: 1/14/2016 Project/Site: Morrisville Carpenter Latitude: 35.819271 Roadway Improvements Evaluator: RLS/JRH County: Wake Longitude: -78.843516 Total Points: 37.5 Stream Determination (cir Other Stream is at least intermittent Ephemeral Intermitten erennial e.g. Quad Name: Cary if >_ 19 or perennial if >_ 30 A. Geomorphology Subtotal = 1a. Continuity of channel bed and bank 2. Sinuosity of channel along thalweg 3. In-channel structure: ex. ri le-pool, steK ripple-pool sequence 4. Particle size of stream substrate 5. Active/relic floodplain 6. Depositional bars or benches 7. Recent alluvial deposits 8. Headcuts 9. Grade control 10. Natural valley 11. Second or greater order channel ° artificial ditches are not rated; see discussions in ma B. Hydrology Subtotal = 10.5 21 Weak 1 1 1 1 1 1 1 1 0.5 0.5 Moderate Strong 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 1 1.5 1 1.5 Yes=3 Score 3 2 3 3 1 2 2 0 1 1 12. Presence of Baseflow 0 1 2 3 3 13. Iron oxidizing bacteria 0 1 2 3 1 14. Leaf litter 1.5 1 0.5 0 1.5 15. Sediment on plants or debris 0 0.5 1 1.5 1 16. Organic debris lines or piles 0 0.5 1 1.5 1 17. Soil-based evidence of high water table? No = 0 Yes = 3 3 C. Biology Subtotal = 6 18. Fibrous roots in streambed 3 2 1 0 3 19. Rooted upland plants in streambed 3 2 1 0 3 20. Macrobenthos (note diversity and abundance) 0 1 2 3 0 21. Aquatic Mollusks 0 1 2 3 0 22. Fish 0 0.5 1 1.5 0 23. Crayfish 0 0.5 1 1.5 0 24. Amphibians 0 0.5 1 1.5 0 25. Algae 0 0.5 1 1.5 0 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0 0 *perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Stream SD is a perennial channel that flows under Morrisville Carpenter Road. The stream had strong baseflow and was somewhat incised. WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Pro�ect�site: Morrisville Carpenter Roadway Improvements city�county: Morrisville/Wake Sampling Date: 10�Z7�2016 ApplicanUOwner: TOWI1 Of M01'rlSVlll2 State: NC Sampling Point: WA-UP in�estigator�s�: J. Hartshorn (Kimley-Horn) section, Township, Range: Cedar Fork Landform (hillslope, terrace, etc.): HIIISIOpe Local relief (concave, convex, none): NOne Slope (%): 4% Subregion (LRR or MLRA): LRR P �at: 35.819911 �ong: -78•830248 Datum: NAD 83 so�i Map un�t Name: WnA - Wehadkee silt loam NWI classification: NOfle 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 Hydrolo9Y� 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 ✓ No ❑ I� Is the Sampled Area / Hydric Soil Present? Yes _ _ No within a Wetland? Yes,� No � Wetland Hydrology Present? Yes _ No ✓ Remarks: Data point WA-UP was recorded 20' north of and 4' higher in elevation than WA-WET. HYDROLOGY Wetland Hydrology Indicators: Secondarv Indicators (minimum of two required) Primarv Indicators (minimum of one is reauired; check all that aqplv) Surface Soil Cracks (B6) Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surtace (68) High WaterTable (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (610) Saturation (A3) 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 Surtace (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) 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 (613) FAC-Neutral Test (D5) Field Observations: Surtace Water Present? Yes � No � Depth (inches): Water Table Present? Yes � No ✓ Depth (inches): >24�� � Saturation Present? Yes ,❑_ No �✓ _ Depth (inches): >24�� Wetland Hydrology Present? Yes � No � includes capilla frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No hydrology indicators were observed. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) — Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 30� ) % Cover Species? Status �. Lrguidarrzbarstyraciflzra 25% Y FAC 2, Acer• r-zsbrzrm 20% Y FAC 3 P7f1WS IQL'l,�U 15% Y FAC 4, Ca�y�a glabr•a 5% N FACU 6. 7. 8. Sapling/Shrub Stratum (Plot size: 3�� ) �, Acer rt�brum 2. Pinus taeda 3. Juniperzrs viYgi�riaT�a 4. 5. 6. 7. 8. 9. 10. 65% = Total Cover 15% Y 15% Y 10% Y Sampling Point: WA-UP Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: � (A) Total Number of Dominant Species Across All Strata: 10 �B� Percent of Dominant Species ��o�o That Are OBL, FACW, or FAC: (A/B) Prevalence Index worksheet: Total % Cover of: Multipiv bv: OBL species x 1 = FACW species x 2 = FAC FAC species x 3= FAC FACU species x 4= FACU UPL species x 5= Column Totals: (A) (B) 40% = Total Cover Herb Stratum (Plot size: 30� ) �. Rubu,s arugutus 5% Y FACU 2, Quercus phellos 5% Y FAC 3. 4. 7. 8. 9. 10. 11. 12. 10% = Total Cover Woodv Vine Stratum (Plot size: 30� ) �,Lonicera.jc�por�ica 10% Y FACU 2. Vitis rotundifolia 5% Y FAC 3. 4. 5. 15% = Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: _ 1- Rapid Test for Hydrophytic Vegetation X 2- Dominance Test is >50% 3- Prevalence Index is s3.0' _ 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) _ Probiematic 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 — AII woody vines greater than 3.28 ft in heiaht. Hydrophytic Vegetation Present? Yes � No US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 SOIL Sampling Point: WA-UP 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) % Tvpe' Loc2 Texture Remarks 0-8" 10YR 5/4 100% Loam 8-16" lOYR 6/4 100% Clay loam 16-24" lOYR 6/4 80% lOYR 6/6 20% C M Sandy clay loam 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: BHistosol (A1) Histic Epipedon (A2) ❑ Black Histic (A3) ❑ Nydrogen Sulfide (A4) ❑ Stratified Layers (A5) ❑ 2 cm Muck (A10) (LRR N) Depleted Below Dark Surface (A11; Thick Dark Surface (Al2) Sandy Mucky Mineral (S1) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) � Sandy Redox (S5) ❑ Stripped Matrix (S6) Restrictive Laver (if observed): Type: Depth (inches): Remarks: RM=Reduced Matrix, MS=Masked Sand Grains. zLocation: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric Soils3: ❑ Dark Surface (S7) ❑ 2 cm Muck (A10) (MLRA 147) n Polyvalue Below Surface (S8) (MLRA 147, 148) ❑ Coast Prairie Redox (A16) ❑ Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148) Loamy Gleyed Matrix (F2) � Piedmont Floodplain Soils (F19) Depleted Matrix (F3) (MLRA 136, 147) Redox Dark Surface (F6) ❑ Very Shallow Dark Surface (TF12) Depleted Dark Surface (F7) � Other (Explain in Remarks) Redox Depressions (F8) Iron-Manganese Masses (F12) (LRR N, MLRA 136) � Umbric Surface (F13) (MLRA 136, 122) ❑ Piedmont Floodplain Soils (F19) (MLRA 148) ❑ Red Parent Material (F21) (MLRA 127, 147) No hydric soil indicators were observed at the upland data point. 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes n No � US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Pro�ect�site: Morrisville Carpenter Roadway Improvements city�county: Morrisville/Wake Sampling Date: 10�Z7�2016 ApplicanUOwner: TOWI1 Of M01'rlSVlll2 State: NC Sampling Point: WA-WET in�estigator�s�: J. Hartshorn (Kimley-Horn) section, Township, Range: Cedar Fork Landform (hillslope, terrace, eto.�: Bottomland floodplain Local relief (concave, convex, none): COC1CdVe Slope (%): 1-Z% Subregion (LRR or MLRA): LRR P �at: 35.819613 �ong: -78•829843 Datum: NAD 83 so�i Map un�t Name: WnA - Wehadkee silt loam NWI classification: PF01A 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 Hydrolo9Y� 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: Yes ✓ No ❑ Yes _ ✓ — No � Yes ✓ No Is the Sampled Area within a Wetland? Yes,� No Wetland WA is a bottomland floodplain wetland that likely receives periodic flooding from a tributary to Crabtree Creek. HYDROLOGY Wetland Hydrology Indicators: Secondarv Indicators (minimum of two required) Primarv Indicators (minimum of one is reauired; check all that aqplv) Surface Soil Cracks (B6) Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surtace (68) High WaterTable (A2) Hydrogen Sulfide Odor (C1) ✓ Drainage Patterns (610) Saturation (A3) 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 Surtace (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) 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 (613) FAC-Neutral Test (D5) Field Observations: Surtace Water Present? Yes � No � Depth (inches): Water Table Present? Yes � No ✓ Depth (inches): >24�� Saturation Present? Yes ,❑_ No �✓ _ Depth (inches): >24�� Wetland Hydrology Present? Yes � No � includes capilla frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Wetland WA likely receives hydrology from overbank flooding of an unnamed tributary to Crabtree Creek located south of the study area. Portions of WA outside the study area have standing water visible on aerial imagery. Water-stained leaves are present in the most depressional areas of WA. US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 VEGETATION (Four Strata) — Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 30� ) % Cover Species? Status �. Acer rubrum 30% Y FAC 2, Liyaridambar� styrncif7ua 20% Y FAC 3. Ca��imrs ccarolii�iarra 15% Y FAC 4. 6. 7. 8. 65% = Total Cover Sapling/Shrub Stratum (Plot size: 3�� ) �, Acer rirbrum 15% Y FAC 2. Liquidar��bar stv�°aciflz�a 15% Y FAC 3. Qzrercus p%ellos 10% Y FAC 4, Fraxinus pennsylvanica 10% Y FACW 5. 6. 7. 8. 9. 10. 50% = Total Cover Herb Stratum (Plot size: 30� ) �. Mzc�rostegium vimznez�m 50% Y FAC 2, Carex sp. 15% Y NI 3, Fraxi�us penrrsylvarrica 5% N FACW 4. 7. 8. 9. 10. 11. 12. 70% = Total Cover Woodv Vine Stratum (Plot size: 30� ) �,Ssnilax ��otirndif'olza 10% Y FAC 2. 3. 4. 5. 10% = Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Sampling Point: WA-WET Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 9 (A) Total Number of Dominant Species Across All Strata: 10 �B� Percent of Dominant Species 900�0 That Are OBL, FACW, or FAC: (A/B) Prevalence Index worksheet: Total % Cover of: Multipiv bv: 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 = Hydrophytic Vegetation Indicators: _ 1- Rapid Test for Hydrophytic Vegetation X 2- Dominance Test is >50% 3- Prevalence Index is s3.0' _ 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) _ Probiematic 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 — AII woody vines greater than 3.28 ft in heiaht. Hydrophytic Vegetation Present? Yes � No US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 SOIL Sampling Point: WA-WET 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) % Tvpe' Loc2 Texture Remarks 0-3" 10YR 5/3 100% Loam 3-10" lOYR 5/1 90% 7.5YR 4/6 10% C M Clay loam 10-24" lOYR 6/2 75% 7.5YR 4/6 25% C M Clay loam 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: BHistosol (A1) Histic Epipedon (A2) ❑ Black Histic (A3) ❑ Nydrogen Sulfide (A4) ❑ Stratified Layers (A5) ❑ 2 cm Muck (A10) (LRR N) Depleted Below Dark Surface (A11; Thick Dark Surface (Al2) Sandy Mucky Mineral (S1) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) � Sandy Redox (S5) ❑ Stripped Matrix (S6) Restrictive Laver (if observed): Type: Depth (inches): Remarks: RM=Reduced Matrix, MS=Masked Sand Grains. zLocation: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric Soils3: ❑ Dark Surface (S7) ❑ 2 cm Muck (A10) (MLRA 147) n Polyvalue Below Surface (S8) (MLRA 147, 148) ❑ Coast Prairie Redox (A16) ❑ Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148) Loamy Gleyed Matrix (F2) � Piedmont Floodplain Soils (F19) ✓ Depleted Matrix (F3) (MLRA 136, 147) Redox Dark Surface (F6) ❑ Very Shallow Dark Surface (TF12) Depleted Dark Surface (F7) � Other (Explain in Remarks) Redox Depressions (F8) Iron-Manganese Masses (F12) (LRR N, MLRA 136) � Umbric Surface (F13) (MLRA 136, 122) ❑ Piedmont Floodplain Soils (F19) (MLRA 148) ❑ Red Parent Material (F21) (MLRA 127, 147) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes n No ❑ Neither the water table or soil saturation was observed within the upper 24" of the soil profile. Concentrations increase with depth. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Pro�ectisite: Morrisville Carpenter Roadway Improvements cityicounty: Morrisville/Wake Sampling Date: 1�14�2016 ApplicanUOwner: TOWn Of M01'I'ISvllle State: NC Sampling Point: WB-UP Investigator(s): R. Sulllvdn, J. Hartshorn (Kimley-Horn) section, Township, Range: Cedar Fork Landform (hillslope, terrace, etc.): HIIISIOpe Local relief (concave, convex, none): NOne Slope (°/o): 2% Subregion (LRR or MIRA): LRR P �at: 35.820220 �ong: -78•832093 Datum: NAD 83 so�i nnap un�t Name: Carbonton-Brickhaven complex NWI classification: NOCIe 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 _B or Hydrolo9Y.�. 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: Yes No ❑✓ Yes _ _ No �� Yes No ✓ Is the Sampled Area / within a Wetland? Yes,� No � The upland data form is N30' east of and 1' higher in elevation than the wetland data form location. The upland data form was taken on an adjacent hillslope. HYDROLOGY Wetland Hydrology Indicators: Secondarv Indicators (minimum of two required) Primarv Indicators (minimum of one is reauired: check all that applvl Surtace Soil Cracks (66) Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surface (B8) High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (610) Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (616) Water Marks (B1) Presence of Reduced Iron (C4) Dry-Season Water Table (C2) Sediment Deposits (62) Recent Iron Reduction in Tilled Soils (C6) Crayfish Burrows (C8) Drift Deposits (83) Thin Muck Surtace (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) Stunted or Stressed Plants (D1) Iron Deposits (B5) Geomorphic Position (D2) Inundation Visible on Aerial Imagery (67) Shallow Aquitard (D3) Water-Stained Leaves (B9) Microtopographic Relief (D4) Aquatic Fauna (613) FAC-Neutral Test (D5) Field Observations: Surtace Water Present? Yes � No � Depth (inches): Water Table Present? Yes � No ✓ Depth (inches): > 24�� � Saturation Present? Yes ,❑_ No �_ Depth (inches): > 24�� Wetland Hydrology Present? Yes � No � includes capilla frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No indicators of wetland hydrology were observed at the upland data form location. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 30� ) % Cover Species? Status �, Quercus alba 25% Y FACU 2. Carya glabr•a 25% Y FACU 3. Pin�aas taeda 25% Y FAC 4, Qzre��cus rt�br�a 10% N FACU 6. 7. 8. 85% = Total Cover Sapling/Shrub Stratum (Plot size: 30� ) �, Carycx Rlabr•a 5% Y FACU 2. Acer rubrzmz 5% Y FAC 3. Qztercus alba 5% Y FACU 4, Vaccinium arboreunz 5% Y FACU 5. 6. 7. 8. 9. 10. Herb Stratum (Plot size: 15� ) 1. None 2. 3. 4. 7. 8. 9. 10. 11. 12. Woodv Vine Stratum (Plot size: 30� ) � , None 2. 3. 4. 5. 20% = Total Cover = Total Cover = Total Cover Sampling Point: WB-UP Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: Z (A) Total Number of Dominant Species Across All Strata: � (B) Percent of Dominant Species 28 6% That Are OBL, FACW, or FAC: (A/B) Prevalence Index worksheet: Total % Cover of: Multiplv bv: OBL species x 1 = FACW species x 2 = FAC species 3� x 3= 90 FACU species 75 x 4= 300 UPL species x 5 = Column Totals: 105 (A) 390 (B) Prevalencelndex = B/A = 3.71 Hydrophytic Vegetation Indicators: _ 1- Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% 3- Prevalence Index is s3.0' _ 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 heiqht. Hydrophytic Vegetation � Present? Yes No Remarks: (Include photo numbers here or on a separate sheet.) The vegetation at the upland data form was dominated by upland vegetation. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: WB'UP 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) % Tvqe' Loc2 Texture Remarks 0-4" 2.5Y 5/4 100% Loam 4-8" lOYR 6/6 100% Clay loam 8-24" lOYR 6/8 100% Clay 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: BHistosol (A1) 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) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) � Sandy Redox (S5) ❑ Stripped Matrix (S6) Type: Depth (inches): Remarks: RM=Reduced Matrix, MS=Masked Sand Grains. zLocation: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric Soils3: ❑ Dark Surtace (S7) ❑ 2 cm Muck (A10) (MLRA 147) n Polyvalue Below Surtace (S8) (MLRA 147, 148) ❑ Coast Prairie Redox (A16) ❑ Thin Dark Surface (S9) (MLRA 147, 748) 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 136, 122) ❑ Piedmont Floodplain Soils (F19) (MLRA 148) ❑ Red Parent Material (F21) (MLRA 127, 147) (MLRA 147, 748) � Piedmont Floodplain Soils (F19) (MLRA 136, 147) � Very Shallow Dark Surface (TF12) � Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes n No � No hydric soil indicators were observed at the upland data form location. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Pro�ectisite: Morrisville Carpenter Roadway Improvements cityicounty: Morrisville/Wake Sampling Date: 1�14�2016 ApplicanUOwner: TOWn Of M01'I'ISvllle State: NC Sampling Point: WB-W� Investigator(s): R. Sulllvdn, J. Hartshorn (Kimley-Horn) section, Township, Range: Cedar Fork Landform (hillslope, terrace, et�.>: Topographic crenulation Local relief (concave, convex, none): C011CdVe Slope (°/o): 2% Subregion (LRR or MIRA): LRR P �at: 35.820175 �ong: -78•832175 Datum: NAD 83 so�i nnap un�t Name: Carbonton-Brickhaven complex NWI classification: NOCIe 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 _B or Hydrolo9Y.�. 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: Yes ✓ No ❑ Yes _ ✓ — No � Yes ✓ No Is the Sampled Area within a Wetland? Yes,� No Wetland WB is a headwater wetland within a topographic crenulation. The wetland drains under Morrisville Carpenter Road through a culvert. According to NOAA/NWS, no rain was reported for the area within 48 hours of the site visit. HYDROLOGY Wetland Hydrology Indicators: Secondarv Indicators (minimum of two required) Primarv Indicators (minimum of one is reauired: check all that applvl Surtace Soil Cracks (66) I v I Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surface (B8) High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (610) Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (616) Water Marks (B1) Presence of Reduced Iron (C4) Dry-Season Water Table (C2) Sediment Deposits (62) Recent Iron Reduction in Tilled Soils (C6) Crayfish Burrows (C8) Drift Deposits (83) Thin Muck Surtace (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) Stunted or Stressed Plants (D1) Iron Deposits (B5) ✓ Geomorphic Position (D2) Inundation Visible on Aerial Imagery (67) Shallow Aquitard (D3) ✓ Water-Stained Leaves (B9) Microtopographic Relief (D4) Aquatic Fauna (613) FAC-Neutral Test (D5) Field Observations: Surtace Water Present? Yes ,a No � Depth (inches): 1��'Z�� Water Table Present? Yes � No Depth (inches): 18�� Saturation Present? Yes ,❑✓ _ No �_ Depth (inches): 18�� Wetland Hydrology Present? Yes � No � includes capilla frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Saturation and standing water was observed in depressional pockets within the wetland. Hydrology appears to be primarily from overland flow during precipitation events, and the wetland likely gets impounded at the culvert inlet during significant storm events. Saturation and the water table was observed at N18" at the data form location. US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 30� ) % Cover Species? Status �, Liriodenctron tarlip{fera 25% Y FACU 2. Lzyaridambar stvracifh�a 25% Y FAC 3. Uhna�s arrrer•icana 25% Y FACW 4. 6. 7. 8. Sapling/Shrub Stratum (Plot size: 30' ) � , Acer rzrbrum 2. Ilex decidua 3. Vi�urnum dentatum 4. 5. 6. 7. 8. 9. 10. 75% = Total Cover 5% Y FAC 5% Y FACW 5% Y FAC 15% = Total Cover Herb Stratum (Plot size: 15� ) �. Carex spp. 5% Y FAC 2. 3. 4. 7. 8. 9. 10. 11. 12. 5% = Total Cover Woodv Vine Stratum (Plot size: 30� ) �,Toxicodendy�on radicans 5% Y FAC 2.Smilax ��otundif�lia 5% Y FAC 3.Lonicercr japonica 5% Y FAC 4. 5. 15% = Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Sampling Point: Wg-W� Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 10 (A) Total Number of Dominant Species Across All Strata: 10 (B) Percent of Dominant Species 1�0% That Are OBL, FACW, or FAC: (A/B) Prevalence Index worksheet: Total % Cover of: Multiplv bv: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalencelndex = B/A = Hydrophytic Vegetation Indicators: _ 1- Rapid Test for Hydrophytic Vegetation X 2- Dominance Test is >50% 3- Prevalence Index is s3.0' _ 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 heiqht. Hydrophytic Vegetation Present? Yes � No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: WB'W� 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) % Tvqe' Loc2 Texture Remarks 0-8" 2.5Y 6/2 80% 7.5YR 5/8 20% C M Clay loam 8-30" 2.5Y 7/2 60% 7.5YR 6/8 40% C M Clay 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: BHistosol (A1) 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) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) � Sandy Redox (S5) ❑ Stripped Matrix (S6) Type: Depth (inches): Remarks: RM=Reduced Matrix, MS=Masked Sand Grains. zLocation: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric Soils3: ❑ Dark Surtace (S7) ❑ 2 cm Muck (A10) (MLRA 147) n Polyvalue Below Surtace (S8) (MLRA 147, 148) ❑ Coast Prairie Redox (A16) ❑ Thin Dark Surface (S9) (MLRA 147, 748) 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 136, 122) ❑ Piedmont Floodplain Soils (F19) (MLRA 148) ❑ Red Parent Material (F21) (MLRA 127, 147) (MLRA 147, 748) � Piedmont Floodplain Soils (F19) (MLRA 136, 147) � Very Shallow Dark Surface (TF12) � Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes n No ❑ Redox concentrations increase with depth. Both the water table and soil saturation were observed at N18" in the soil profile. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Pro�ectisite: Morrisville Carpenter Roadway Improvements cityicounty: Morrisville/Wake Sampling Date: 1�14�2016 ApplicanUOwner: TOWn Of M01'I'ISvllle State: NC Sampling Point: WD-UP Investigator(s): R. Sulllvdn, J. Hartshorn (Kimley-Horn) section, Township, Range: Cedar Fork Landform (hillslope, terrace, etc.>: Levee/sewer easement Local relief (concave, convex, none): COCIV2X Slope (°/o): 0-1% Subregion (LRR or MIRA): LRR P �at: 35.821314 �ong: -78•829335 Datum: NAD 83 Soil Map Unit Name: COCIgdrE'e SIIt IOdlll NWI classification: NOCIe 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 _B or Hydrolo9Y.�. 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: Yes No ❑✓ Yes _ _ No �� Yes No ✓ Is the Sampled Area / within a Wetland? Yes,� No � The upland data form is N26' south of and 1' higher in elevation than the wetland data form location. The upland data form was taken on sewer/stormwater utility easement. HYDROLOGY Wetland Hydrology Indicators: Secondarv Indicators (minimum of two required) Primarv Indicators (minimum of one is reauired: check all that applvl Surtace Soil Cracks (66) Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surface (B8) High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (610) Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (616) Water Marks (B1) Presence of Reduced Iron (C4) Dry-Season Water Table (C2) Sediment Deposits (62) Recent Iron Reduction in Tilled Soils (C6) Crayfish Burrows (C8) Drift Deposits (83) Thin Muck Surtace (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) Stunted or Stressed Plants (D1) Iron Deposits (B5) Geomorphic Position (D2) Inundation Visible on Aerial Imagery (67) Shallow Aquitard (D3) Water-Stained Leaves (B9) Microtopographic Relief (D4) Aquatic Fauna (613) FAC-Neutral Test (D5) Field Observations: Surtace Water Present? Yes � No � Depth (inches): Water Table Present? Yes � No ✓ Depth (inches): >24�� � Saturation Present? Yes ,❑_ No �_ Depth (inches): >24�� Wetland Hydrology Present? Yes � No � includes capilla frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No indicators of wetland hydrology were observed at the upland data form location. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 30� ) % Cover Species? Status 1. None 2. 3. 4. 6. 7. 8. Sapling/Shrub Stratum (Plot size: 30' ) 1. None 2. 3. 4. 5. 6. 7. 8. 9. 10. Sampling Point: WD-UP Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 1 (A) Total Number of Dominant Species Across All Strata: 3 (B) Percent of Dominant Species 33.3 That Are OBL, FACW, or FAC: (A/B) Prevalence Index worksheet: Total % Cover of: Multiplv bv: = Total Cover OBL species x 1= FACW species x 2 = FAC species 35 x 3= 105 FACU species 70 x 4= 280 UPL species x 5 = Column Totals: 105 (A) 385 (B) = Total Cover Herb Stratum (Plot size: 15� ) �. Elymus hystrix 30% Y FACU 2. Sorg/�um halepense 30% Y FACU 3, Solidago nitissin�a 10% N FACU 4, Rubus a���utus 5% N FAC 7. 8. 9. 10. 11. 12. 75% = Total Cover Woodv Vine Stratum (Plot size: 30� ) �,LoniceYajcrponica 30% Y FAC 2. 3. 4. 5. 30% = Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Prevalencelndex = B/A = 3.67 Hydrophytic Vegetation Indicators: _ 1- Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% 3- Prevalence Index is s3.0' _ 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 heiqht. Hydrophytic Vegetation � Present? Yes No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: WD-UP 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) % Tvqe' Loc2 Texture Remarks 0-12" 10YR 5/3 95% 7.5YR 4/6 5% C M Loam 12-24" lOYR 4/2 90% 7.5YR 4/6 10% C M Clay loam 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: BHistosol (A1) 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) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) � Sandy Redox (S5) ❑ Stripped Matrix (S6) Type: Depth (inches): Remarks: RM=Reduced Matrix, MS=Masked Sand Grains. zLocation: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric Soils3: ❑ Dark Surtace (S7) ❑ 2 cm Muck (A10) (MLRA 147) n Polyvalue Below Surtace (S8) (MLRA 147, 148) ❑ Coast Prairie Redox (A16) ❑ Thin Dark Surface (S9) (MLRA 147, 748) 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 136, 122) ❑ Piedmont Floodplain Soils (F19) (MLRA 148) ❑ Red Parent Material (F21) (MLRA 127, 147) (MLRA 147, 748) � Piedmont Floodplain Soils (F19) (MLRA 136, 147) � Very Shallow Dark Surface (TF12) � Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes n No � No hydric soil indicators were observed at the upland data form location. The substrate became rocky below 24". US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Pro�ectisite: Morrisville Carpenter Roadway Improvements cityicounty: Morrisville/Wake Sampling Date: 1�14�2016 ApplicanUOwner: TOWn Of M01'I'ISvllle State: NC Sampling Point: W�-W� Investigator(s): R. Sulllvdn, J. Hartshorn (Kimley-Horn) section, Township, Range: Cedar Fork Landform (hillslope, terrace, et�.�: Bottomland floodplain Local relief (concave, convex, none): C011CdVe Slope (°/o): 0-1% Subregion (LRR or MIRA): LRR P �at: 35.821377 �ong: -78•82929 Datum: NAD 83 Soil Map Unit Name: COCIgdrE'e SIIt IOdlll NWI classification: NOCIe 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 _B or Hydrolo9Y.�. 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: Yes ✓ No ❑ Yes _ ✓ — No � Yes ✓ No Is the Sampled Area within a Wetland? Yes,� No Wetland WD is a bottomland floodplain wetland with a sewer easement running through the wetland. HYDROLOGY Wetland Hydrology Indicators: Secondarv Indicators (minimum of two required) Primarv Indicators (minimum of one is reauired: check all that applvl Surtace Soil Cracks (66) Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surface (B8) ✓ High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (610) ✓ Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (616) Water Marks (B1) Presence of Reduced Iron (C4) Dry-Season Water Table (C2) Sediment Deposits (62) Recent Iron Reduction in Tilled Soils (C6) Crayfish Burrows (C8) Drift Deposits (83) Thin Muck Surtace (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) Stunted or Stressed Plants (D1) Iron Deposits (B5) ✓ Geomorphic Position (D2) Inundation Visible on Aerial Imagery (67) Shallow Aquitard (D3) ✓ Water-Stained Leaves (B9) Microtopographic Relief (D4) Aquatic Fauna (613) FAC-Neutral Test (D5) Field Observations: Surtace Water Present? Yes � No � Depth (inches): Water Table Present? Yes � No Depth (inches): 1�� Saturation Present? Yes ,❑✓ _ No �_ Depth (inches): SUCfdC2 Wetland Hydrology Present? Yes � No � includes capilla frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: The wetland receives hydrology from groundwater and flooding from stream SA. US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 30� ) % Cover Species? Status �, Acer rubr�ann 30% Y FAC 2. Fraximrs penJ�svlvanica 20% Y FACW 3. Uhna�s arner•icana 20% Y FACW 4, Lzgziidanzbar stv��aciflara 20% Y FAC 6. 7. 8. Sapling/Shrub Stratum (Plot size: 30� ) �, Ca��pinzrs caroliniana 2. Acer rubrum 3. 4. 5. 6. 7. 8. 9. 10. Herb Stratum (Plot size: 15� ) 1. None 2. 3. 4. 7. 8. 9. 10. 11. 12. 90% = Total Cover 10% Y 10% Y 20% = Total Cover Sampling Point: W�-W� Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 8 (A) Total Number of Dominant Species Across All Strata: 8 (B) Percent of Dominant Species 1�0% That Are OBL, FACW, or FAC: (A/B) Prevalence Index worksheet: Total % Cover of: Multiplv bv: OBL species x 1 = FACW species x 2 = FAC FAC species x 3= FAC FACU species x 4= UPL species x 5 = Column Totals: (A) (B) = Total Cover Woodv Vine Stratum (Plot size: 30� ) �,Sinilax ��otzrndif'olia 5% Y FAC 2.Lonicera iaponica 5% Y FAC 3. 4. 5. 10% = Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Prevalencelndex = B/A = Hydrophytic Vegetation Indicators: _ 1- Rapid Test for Hydrophytic Vegetation X 2- Dominance Test is >50% 3- Prevalence Index is s3.0' _ 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 heiqht. Hydrophytic Vegetation Present? Yes � No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: W�-W� 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) % Tvqe' Loc2 Texture Remarks 0-2" 10YR 3/2 100% Loam 2-4" lOYR 5/2 75% 7.5YR 4/6 25% C M Clay loam 4-8" lOYR 5/1 90% 7.5YR 4/6 10% C M Loam 8-16" lOYR 6/2 90% lOYR 5/6 10% C M Loam 16-24" 7.5YR 4/6 90% 7.5YR 6/1 10% D M Loam 24-30" 5YR 5/6 95% 5YR 6/1 5% D PL Clay 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. Hydric Soil Indicators: BHistosol (A1) 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) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) � Sandy Redox (S5) ❑ Stripped Matrix (S6) Restrictive Laver (if observed): Type: Depth (inches): Remarks: zLocation: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric Soils3: ❑ Dark Surtace (S7) ❑ 2 cm Muck (A10) (MLRA 147) n Polyvalue Below Surtace (S8) (MLRA 147, 148) ❑ Coast Prairie Redox (A16) ❑ Thin Dark Surface (S9) (MLRA 147, 748) (MLRA 147, 748) Loamy Gleyed Matrix (F2) � Piedmont Floodplain Soils (F19) ✓ Depleted Matrix (F3) (MLRA 136, 147) Redox Dark Surface (F6) ❑ Very Shallow Dark Surface (TF12) Depleted Dark Surface (F7) � Other (Explain in Remarks) Redox Depressions (F8) Iron-Manganese Masses (F12) (LRR N, MLRA 136) � Umbric Surface (F13) (MLRA 136, 122) 3lndicators of hydrophytic vegetation and ❑ Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, ❑ Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic. Hydric Soil Present? Yes n No ❑ The soil was depleted. The water table and soil saturation were both observed near the soil surface. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Pro�ectisite: Morrisville Carpenter Roadway Improvements cityicounty: Morrisville/Wake Sampling Date: 1�14�2016 ApplicanUOwner: TOWn Of M01'I'ISvllle State: NC Sampling Point: WE-UP Investigator(s): R. Sulllvdn, J. Hartshorn (Kimley-Horn) section, Township, Range: Cedar Fork Landform (hillslope, terrace, et�.>: Slight Levee Local relief (concave, convex, none): NOne Slope (°/o): �1% Subregion (LRR or MIRA): LRR P �at: 35.819460 �ong: -78•843464 Datum: NAD 83 Soil Map Unit Name: CIl2WdCId SdIICIY IOd�71 NWI classification: NOCIe 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 _B or Hydrolo9Y.�. 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 ✓ No ❑ I� Is the Sampled Area / Hydric Soil Present? Yes _ _ No within a Wetland? Yes,� No � Wetland Hydrology Present? Yes _ No ✓ Remarks: The upland data point (WE-UP) is located approximately 50' northeast of and at the same elevation as the wetland data point. The upland data point was taken on a slight levee adjacent to stream SD. HYDROLOGY Wetland Hydrology Indicators: Secondarv Indicators (minimum of two required) Primarv Indicators (minimum of one is reauired: check all that applvl Surtace Soil Cracks (66) Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surface (B8) High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (610) Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (616) Water Marks (B1) Presence of Reduced Iron (C4) Dry-Season Water Table (C2) Sediment Deposits (62) Recent Iron Reduction in Tilled Soils (C6) Crayfish Burrows (C8) Drift Deposits (83) Thin Muck Surtace (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) Stunted or Stressed Plants (D1) Iron Deposits (B5) Geomorphic Position (D2) Inundation Visible on Aerial Imagery (67) Shallow Aquitard (D3) Water-Stained Leaves (B9) Microtopographic Relief (D4) Aquatic Fauna (613) FAC-Neutral Test (D5) Field Observations: Surtace Water Present? Yes � No � Depth (inches): Water Table Present? Yes � No ✓ Depth (inches): >24�� � Saturation Present? Yes ,❑_ No �_ Depth (inches): >24�� Wetland Hydrology Present? Yes � No � includes capilla frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No indicators of wetland hydrology were observed at the upland data point. Neither the water table or soil saturation was observed within 24" of the soil profile. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 30� ) % Cover Species? Status �, Acer rubr�i�nn 25% Y FAC 2. Liyaridambas• stvracifh�a 25% Y FAC 3. 4. 6. 7. 8. Sapling/Shrub Stratum (Plot size: 30' ) � , Acer rzrbrum 2. Liyuidarr�bar styraciflz�a 3. 4. 5. 6. 7. 8. 9. 10. 50% = Total Cover 30% Y 25% Y Sampling Point: WE-UP Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: � (A) Total Number of Dominant Species Across All Strata: 8 (B) Percent of Dominant Species 87 50�0 That Are OBL, FACW, or FAC: (A/B) Prevalence Index worksheet: Total % Cover of: Multiplv bv: OBL species x 1 = FACW species x 2 = FAC FAC species x 3= FAC FACU species x 4= UPL species x 5 = Column Totals: (A) (B) 55% = Total Cover Herb Stratum (Plot size: 15� ) �. Aspleniu�n platvnezrrorr 5% Y FACU 2. 3. 4. 7. 8. 9. 10. 11. 12. 5% = Total Cover Woodv Vine Stratum (Plot size: 30� ) �,Sinilax ��otzrndif'olia 20% Y FAC 2.Lonicera iaponica 15% Y FAC 3.Gelsemiarm semperviJ�ens 10% Y FAC 4. 5. 45% = Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Prevalencelndex = B/A = Hydrophytic Vegetation Indicators: _ 1- Rapid Test for Hydrophytic Vegetation X 2- Dominance Test is >50% 3- Prevalence Index is s3.0' _ 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 heiqht. Hydrophytic Vegetation Present? Yes � No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: WE-UP 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) % Tvqe' Loc2 Texture Remarks 0-3" 10YR 6/3 100% Clay loam 3-10" lOYR 5/3 90% lOYR 6/6 10% C M Loamy clay 10-24" lOYR 6/4 80% lOYR 6/6 20% C M Sandy clay loam 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. Hydric Soil Indicators: BHistosol (A1) 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) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) � Sandy Redox (S5) ❑ Stripped Matrix (S6) Restrictive Laver (if observed): Type: Depth (inches): Remarks: zLocation: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric Soils3: ❑ Dark Surtace (S7) ❑ 2 cm Muck (A10) (MLRA 147) n Polyvalue Below Surtace (S8) (MLRA 147, 148) ❑ Coast Prairie Redox (A16) ❑ Thin Dark Surface (S9) (MLRA 147, 748) (MLRA 147, 748) Loamy Gleyed Matrix (F2) � Piedmont Floodplain Soils (F19) Depleted Matrix (F3) (MLRA 136, 147) Redox Dark Surface (F6) ❑ Very Shallow Dark Surface (TF12) Depleted Dark Surface (F7) � Other (Explain in Remarks) Redox Depressions (F8) Iron-Manganese Masses (F12) (LRR N, MLRA 136) � Umbric Surface (F13) (MLRA 136, 122) ❑ Piedmont Floodplain Soils (F19) (MLRA 148) ❑ Red Parent Material (F21) (MLRA 127, 147) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes n No � No hydric soil indicators were observed at the upland data point. From 10"-24", the concentrations increased with depth. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Pro�ectisite: Morrisville Carpenter Roadway Improvements cityicounty: Morrisville/Wake Sampling Date: 3�1�2016 ApplicanUOwner: TOWn Of M01'I'ISvllle State: NC Sampling Point: WE-W� Investigator(s): R. Sulllvdn, J. Hartshorn (Kimley-Horn) section, Township, Range: Cedar Fork Landform (hillslope, terrace, etc.>: Maintained Easement Local relief (concave, convex, none): NOne Slope (°/o): �1% Subregion (LRR or MIRA): LRR P �at: 35.819360 �ong: -78•843593 Datum: NAD 83 Soil Map Unit Name: CIl2WdCId SdIICIY IOd�71 NWI classification: NOCIe 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 _B or Hydrolo9Y.�. 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: Yes ✓ No ❑ Yes _ ✓ — No � Yes ✓ No Is the Sampled Area within a Wetland? Yes,� No Wetland WE is in a maintained sewer/stormwater easement within the floodplain of stream SD. Stream SD is incised and mostly disconnected from the floodplain. However, a stormwater retention basin seeps and drains directly (culvert) into the easement. HYDROLOGY Wetland Hydrology Indicators: Secondarv Indicators (minimum of two required) Primarv Indicators (minimum of one is reauired: check all that applvl Surtace Soil Cracks (66) Surface Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surface (B8) High Water Table (A2) Hydrogen Sulfide Odor (C1) ✓ Drainage Patterns (610) Saturation (A3) �/ Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (616) Water Marks (B1) Presence of Reduced Iron (C4) Dry-Season Water Table (C2) Sediment Deposits (62) Recent Iron Reduction in Tilled Soils (C6) Crayfish Burrows (C8) Drift Deposits (83) Thin Muck Surtace (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) Stunted or Stressed Plants (D1) Iron Deposits (B5) ✓ Geomorphic Position (D2) Inundation Visible on Aerial Imagery (67) Shallow Aquitard (D3) Water-Stained Leaves (B9) Microtopographic Relief (D4) Aquatic Fauna (613) FAC-Neutral Test (D5) Field Observations: Surtace Water Present? Yes � No � Depth (inches): Water Table Present? Yes � No ✓ Depth (inches): >24�� Saturation Present? Yes ,❑_ No �_ Depth (inches): >24�� Wetland Hydrology Present? Yes � No � includes capilla frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Neither the water table or soil saturation was observed at the wetland data point. However, the soils were depleted and oxidized rhizospheres were observed along living roots from 3" to 8" in the soil profile. An upslope stormwater retention basin provides hydrology into the wetland via a culvert connection and from hillside seepage. WE is in the disconnected floodplain of stream SD which is deeply incised. US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 30� ) % Cover Species? Status �, Acer rubr�i�nn 5% Y FAC 2. Pinus taeda 5% Y FAC 3. Lzqziidan�bar stv��aciflara 5% Y FAC 4. 6. 7. 8. Sapling/Shrub Stratum (Plot size: 30� ) � , Alnus serr•a�rlata 2. Baccharis l�ali�raifolia 3. 4. 5. 6. 7. 8. 9. 10. 15% = Total Cover 5% Y OBL 5% Y FACW 10% = Total Cover Herb Stratum (Plot size: 15� ) �. Juncars ef'fi�sus 45% Y FACW 2. Rubc�,s argunr.s 10% N FACU 3. 4. 7. 8. 9. 10. 11. 12. 55% = Total Cover Woodv Vine Stratum (Plot size: 30� ) �,Sinilax ��otzrndif'olia 5% Y FAC 2.Lonicera iaponica 5% Y FAC 3. 4. 5. 10% = Total Cover Sampling Point: WE-W� Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 8 (A) Total Number of Dominant Species Across All Strata: 8 (B) Percent of Dominant Species 1�0% That Are OBL, FACW, or FAC: (A/B) Prevalence Index worksheet: Total % Cover of: Multiplv bv: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalencelndex = B/A = Hydrophytic Vegetation Indicators: _ 1- Rapid Test for Hydrophytic Vegetation X 2- Dominance Test is >50% 3- Prevalence Index is s3.0' _ 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 heiqht. Hydrophytic Vegetation Present? Yes � No Remarks: (Include photo numbers here or on a separate sheet.) The wetland is mostly within a frequently maintained sewer/stormwater utility easement. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: WE-WET 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) % Tvqe' Loc2 Texture Remarks 0-3" 7.5YR 5/4 95% 7.5YR 6/8 5% C M Clay 3-8" lOYR 6/1 90% 7.5YR 6/8 10% C PL Clay loam 8-24" lOYR 6/2 80% lOYR 5/8 20% C M Sandy clay loam 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: BHistosol (A1) 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) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) � Sandy Redox (S5) ❑ Stripped Matrix (S6) Type: Depth (inches): Remarks: RM=Reduced Matrix, MS=Masked Sand Grains. zLocation: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric Soils3: ❑ Dark Surtace (S7) ❑ 2 cm Muck (A10) (MLRA 147) n Polyvalue Below Surtace (S8) (MLRA 147, 148) ❑ Coast Prairie Redox (A16) ❑ Thin Dark Surface (S9) (MLRA 147, 748) 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 136, 122) ❑ Piedmont Floodplain Soils (F19) (MLRA 148) ❑ Red Parent Material (F21) (MLRA 127, 147) (MLRA 147, 748) � Piedmont Floodplain Soils (F19) (MLRA 136, 147) � Very Shallow Dark Surface (TF12) � Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes n No ❑ The soil could not be removed below 24" for analysis. The soil was disturbed in the early 2000s during the construction of the sewer/stormwater utility easement. Neither the water table or soil saturation was observed within 24" of the soil profile. However, the soil was moist to the touch. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 STATEMENT OF AVAILABILITY �, r�s EBX-Neuse I, LLC Stream and Wetland Banks Statement of Availability August 7, 2017 U.S. Army Corps of Engineers Eric Alsineyer Raleigh Regulatory Field Office 3331 Heritage Trade Center, Suite l05 Wake Forest, NC 27587 Re Project: Morrisville-Carpenter Roadway Improvements (TiP U-5618) This docuinent confirms that Town of Morrisville (Applicant) for the Morrisville-Carpenter Roadway Improvements (TIP U-5618) (Project) has expressed an interest to utilize 0.28 RiUarian Wetland Mitigation Credits from the EBX-Neuse sponsored Neu-Con Wetland & Stream UmUrella Mitigation Banlc, specifically fr�om the Arrirrgton Bf•idge III Site in the Neuse HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC, attests to the fact that mitigation is available for reservation at this time. These mitigation credits are not considered secured, and consequently are eligible to be used for alternate purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the issuance of a Mitigation Credit Transfer Certificate by the banlc acicnowledging that the Applicant has fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation obligation requiring the credits/units. The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the purchase price. Banlcer shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit number and the resource rype secured by the applicant. A copy of the Mitigation Credit Transfer Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the proper documentation. If any questions need to be answered, please contact me at 919-209-1052. Best Regards, Cara S. Conder Resource Environmental Solutions, LLC 302 Jefferson Street, Suite 110 Raleigh, NC 27605 PRELIMINARY JURISDICTIONAL DETERMINATION Jurisdictional Determination Request �, ,; . 11S Army Corps of Engineers. Wilmington 6ishic[ This form is intended for use by anyone requesting a jurisdictional determination (7D) from the U. S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting information, as described within each category, with your request. You may submit your request to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or facsimile. A current list of county assignments by Field Office and project manager can be f�»ncl �n-linP at: http://www.saw.usace.army.mil/Missions/Re�,ulatoryPermitPro�ram.aspx , by telephoning: 910-251-4633, or by contacting any of the field offices listed below: ASHEVILLE REGULATORY FIELD OFFICE US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 General Number: (828) 271-7980 Fax Number: (828) 281-8120 RALEIGH REGULATORY FIELD OFFICE US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 General Number: (919) 554-4884 Fax Number: (919) 562-0421 WASHINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 2407 West Fifth Street Washington, North Carolina 27889 General Number: (910) 251-4610 Fax Number: (252) 975-1399 WILMINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 General Number: 910-251-4633 Fax Number: (910) 251-4025 Version: December 2013 Page 1 Jurisdictional Determination Request 1NSTRUCTIONS: All requestors must complete Parts A, B, C, D, E and F. If you are requesting a JD on behalf of a paying client or your agency, please note the specific submittal requirements in Part G. Please be aware that a117D requests must include the current property owner authorization for the Corps to proceed with the determination, which may include inspection of the property when necessary. This form must be signed by the current property owner to be considered a complete request. Property owner authorization/notification for 7D requests associated with North Carolina Department of Transportation (NCDOT) projects will be conducted according to the current NCDOT/LJSACE proiocois. A Corps approved or preliminary JD may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should also request a certified wetland determination from the local office of the Natural Raeroirrae ('nnean�atinn Can�ira r�rinr tn etartincr �z�nrlr ��.���,.,...,.�� .,�,..�.�..�.,.�,.. ti..�....,.�, t,..�,. ,�, �,�..,...b ..�,..�. Version: December 2013 Page 2 Jurisdictional Determination Request A. PARCEL INFORMATION StT'eet AddT'eSS: N/A (Linear Transportation Project) Clty, State: Morrisville, North Carolina COUrity: Wake County Lii���ivi�S: See Figure 1: Vicinity Map pai'C01 IridOX NUrilbOi'�S� �p��: N/A (Linear Transportation Project) B. REQUESTOR INFORMATION Name: Kimley-Horn; ATTN: Jason Hartshorn Malllrig AddT'eSS: 421 Fayetteville St., Suite 600, Raleigh, NC 27601 TelepllOrie NUffibeT': (919) 678-4155 Electronic Mail Addressl: �aSon.Hartsnorn@Kim�ey-Horn.�om Select one: � I am the current property owner. ❑� I am an Authorized Agent or Environmental Consultant� ❑ Interested Buyer or Under Contract to Purchase ❑ Other, please explain. C. PROPERTY OWNER INFORMATION Name: Town of Morrisville; ATTN: Mike Wright Malllrig AddT'eSS: 260 Town Hall Drive, Suite C Morrisville, NC 27560 TelepllOrie NUffibeT': (919) 463-7083 Electronic Mail Address3: Mwrignt@townofmorris�i��e.org � Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data) 1 If available z Must attach completed Agent Authorization Form 3 If available Version: December 2013 Page 3 Jurisdictional Determination Request D. PROPERTY OWNER CERTIFICATION4 I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize representatives of the Wilmington District, U. S. Army Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-site investigations and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. Property Owner (please print) Property Owner Signature E. JURISDICTIONAL DETERMINATION TYPE Select One: Date � I am requesting that the Corps provide a preliminarv 7D for the property identified herein. This request does include a delineation. � I am requesting that the Corps provide a preliminary 7D for the property identified herein. This request does NOT include a delineation. � I am requesting that the Corps investigate the property/proj ect area for the presence or absence of WoUSS and provide an �proved JD for the property identified herein. This request does NOT include a request for a verified delineation. � I am requesting that the Corps delineate the boundaries of all WoUS on a property/proj ect area and provide an a�proved 7D (this may or may not include a survey plat). � I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted by others) on a property/proj ect area and provide an approved 7D (may or may not include a survey plat). 4 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E. 5 Waters of the United States Version: December 2013 Page 4 F. � Jurisdictional Determination Request ALL REQUESTS Map of Property or Proj ect Area (attached). This Map must clearly depict the boundaries of the area of evaluation. ❑✓ Size of Property or Proj ect Area 61.5 n G. acres I verify that the property (or proj ect) boundaries have recently been surveyed and marked by a licensed land surveyor OR are otherwise clearly marked or distinguishable. JD REQUESTS FROM CONSULTANTS OR AGENCIES (1) Preliminary 7D Requests: � Completed and signed Preliminarv Jurisdictional Determination Form6. � Project Coordinates: 35.820034 Latitude -78�831188 Maps (no larger than l 1x17) with Project Boundary Overlay: 0 0 � � ❑ Longitude Large and small scale maps that depict, at minimum: streets, intersections, towns Aerial Photography of the project area USGS Topographic Map Soil Survey Map Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps) 6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008 Version: December 2013 Page 5 Jurisdictional Determination Request Delineation Information (when applicable)�: Wetlands: � Wetland Data Sheets8 ❑� ❑ ❑✓ Upland Data Sheets Landscape Photos, if taken Tributaries: � USACE Assessment Forms � Other Assessment Forms (when appropriate) Field Sketch overlain on legible Map that includes: ■ All aquatic resources (for sites with multiple resources, label and identify) ■ Locations of wetland data points and/or tributary assessment reaches ■ Locations of photo stations ■ Approximate acreage/linear footage of aquatic resources (2) Approved 7Ds including Verification of a Delineation: � Project Coordinates: Latitude Maps (no larger than l 1x17) with Project Boundary Overlay: ❑ � ❑ � � Longitude Large and small scale maps that depict, at minimum: streets, intersections, towns Aerial Photography of the project area USGS Topographic Map Soil Survey Map Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan, previous delineation maps) ' 1987 Manual Regional Supplements and Data forms can be found at: http://www.usace.armv.mil/Missions/CivilWorks/Re�ulatorvPro�ramandPermits/re� supp.aspx Wetland and Stream Assessment Methodologies can be found at: http://portal.ncdenr.org/c/document library/get file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&groupld=38364 and, http://www.saw.usace.army.mil/Portals/59/docs/regulatory/publicnotices/2013/NCSAM Draft User Manual 130318.pdf $ Delineation information must include, at minimum, one wetland data sheet for each wetland/community type. Version: December 2013 Page 6 Jurisdictional Determination Request Delineation Information (when applicable): Wetlands: � Wetland Data Sheetsy ❑ ❑ ❑ Upland Data Sheets Landscape Photos, if taken Tributaries: � USACE Assessment Forms � Other Assessment Forms (when appropriate) Field Sketch overlain on legible Map that includes: • All aquatic resources (for sites with multiple resources, label and identify) • Locations of wetland data points and/or tributary assessment reaches • Locations of photo stations • Approximate acreage/linear footage of aquatic resources Supporting Jurisdictional Information (for Approved 7Ds only) u � Approved Jurisdictional Determination Form(s) (also known as "Rapanos Form(s)") Map(s) depicting the potential (or lack of potential) hydrologic connection(s), adj acency, etc. to navigable waters. 9 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type. Version: December 2013 Page 7 Jurisdictional Determination Request I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT Prior to final production of a Plat, the Wilmington District recommends that the Land Surveyor electronically submit a draft of a Survey Plat to the Corps proj ect manager for review. Due to storage limitations of our administrative records, the Corps requires that all hard- copy submittals include at least one ori�inal Plat (to scale) that is no lar�er than 11"x17" (the use of match lines for larger tracts acceptable). Additional copies of a plat, including those larger than 11"x17", may also be submitted for Corps signature as needed. The Corps also accepts electronic submittals of plats, such as those transmitted as a Portable Document Format (PDF) file. Upon verification, the Corps can electronically sign these r��ate anr� ratnrn tham via a_mai� tn i1lP YPl111PCil�Y r.�.�„ �...� ..,��... �...,... ..�. ., ...�... �� �..., ..,.��.,,,��.. (1) PLATS SUBMITTED FOR APPROVAL �❑ �❑ ❑ ❑ � ❑� ❑� � Must be sealed and signed by a licensed professional land surveyor Must be to scale (all maps must include both a graphic scale and a verbal scale) Must be legible Must include a North Arrow, Scale(s), Title, Property Information Must include a legible WoUS Delineation Table of distances and bearings/metes and bounds/GPS coordinates of all surveyed delineation points Must clearly depict surveyed property or project boundaries Must clearly identify the known surveyed point(s) used as reference (e.g. property corner, USGS monument) When wetlands are depicted: • Must include acreage (or square footage) of wetland polygons • Must identify each wetland polygon using an alphanumeric system Version: December 2013 Page 8 Jurisdictional Determination Request � When tributaries are depicted: • Must include either a surveyed, approximate centerline of tributary with approximate width of tributary OR surveyed Ordinary High Water Marks (OHWM) of tributary • Must identify each tributary using an alphanumeric system • Must include linear footage of tributaries and calculated area (using appro�mate widths or surveyed OHWM) • Must include name of tributary (based on the most recent USGS topographic map) or, when no USGS name exists, identify as "unnamed tributary" � all depicted WoUS (wetland polygons and tributary lines) must intersect or tie-to surveyed project/property boundaries � Must include the location of wetland data points and/or tributary assessment reacnes � Must include, label accordingly, and depict acreage of all waters not currently subject to the requirements of the CWA (e.g. "isolated wetlands", "non- jurisdictional waters"). NOTE: An approved 7D must be conducted in order to make an official Corps determination that a particular waterbody or wetland is not jurisdictional. � Must include and survey all existing conveyances (pipes, culverts, etc.) that rran���rt «��TTc Version: December 2013 Page 9 Jurisdictional Determination Request (2) CERTIFICATION LANGUAGE � When the entire actual Jurisdictional Boundary is depicted: include the following Corps Certification language: "This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction of Section 404 of the Clean WaterAct as determined by the undersigned on this date. Unless there is a change in the law or our published regulations, the determination of Section 404 jurisdiction may be relied upon for a period not to exceed five (S) years from this date. The undersigned completed this determination utilizing the appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual." Regulatory Official: Title: Date: USACEAction ID No.: � When uplands may be present within a depicted Jurisdictional Boundary: include the following Corps Certification language: "This certifies that this copy of this plat identifies all areas of waters of the United States regulated pursuant to Section 404 of the Clean Water Act as determined by the undersigned on this date. Unless there is change in the law or our published regulations, this determination of Section 404 jurisdiction may be relied upon for a period not to exceed five years from this date. The undersigned completed this determination utilizing the appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual." Regulatory Official: Title: Date: USACEAction ID No.: Version: December 2013 Page 10 Jurisdictional Determination Request (3) GPS SURVEYS For Surveys prepared using a Global Positioning System (GPS), the Survey must include all of the above, as well as: � be at sub-meter accuracy at each survey point. � include an accuracy verification: One or more known points (property corner, monument) shall be located with the GPS and cross-referenced with the existing traditional property survey (metes and bounds). � include a brief description of the GPS equipment utilized. Version: December 2013 Page 11 Appendix 2- PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: B. NAME AND ADDRESS OF PERSON REQUESTING PJD. Kimley-Horn;ATTN:JasonHartshorn,421 FayettevilleSl.,Suite600,Raleigh,NC27601 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: NC County/parish/borough: �/akg COUCIty c�ty: Morrisville Center coordinates of site (lat/long in degree decimal format): �at.: 35.820034 Long.: -78.831188 Universal Transverse Mercator: � 7 Name of nearest waterbody: Crabtree Creek E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: ❑ Field Determination. Date(s): TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH ��MAY BE" SUBJECT TO REGULATORY JURISDICTION. Site Latitude Longitude Estimated amount Type of aquatic Geographic authority number (decimal (decimal of aquatic resource resource (i.e., wetland to which the aquatic degrees) degrees) in review area vs. non-wetland resource "may be" (acreage and linear waters) subject (i.e., Section feet, if applicable) 404 or Section 10/404) See attached table 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 verification 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 compensatory 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: 0 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 HUC maps. ❑■ U.S. Geological Survey map(s). Cite scale & quad name: 1:24k, Cary Quad 0 Natural Resources Conservation Service Soil Survey. Citation: Wake County, 1970 ❑ 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 Statewide Orthoimagery Project (2015) or � Other (Name & Date): � Previous determination(s). File no. and date of response letter: � Other information (please specify): IMPORTANT NOTE: The information recorded on this form has not necessarilv been verified by the Corps and should not be relied upon for later jurisdictional determinations. � 8/3/2017 Signature and date of Regulatory staff member completing PJD Signature and date of person requesting PJD (REQUIRED, unless obtaining the signature is impracticable)' ' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor 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. Estimated Site Cowardin amount of Class of number Latitude Longitude Class aquatic aquatic resource in resource review area SA 35.820645 -78.828729 Riverine 365 linear feet Non-section 10 — non-tidal SB 35.821914 -78.826754 Riverine 74 linear feet Non-section 10 — non-tidal SC 35.817992 -78.839560 Riverine 243 linear feet Non-section 10 — non-tidal SD 35.819271 -78.843516 Riverine 268 linear feet Non-section 10 — non-tidal WA 35.819613 -78.829843 Palustrine 0.14 acres Non-section 10 — wetland WB 35.820175 -78.832175 Palustrine 0.21 acres Non-section 10 — wetland WD 35.821377 -78.829290 Palustrine 0.58 acres Non-section 10 — wetland WE 35.819360 -78.843593 Palustrine 0.07 acres Non-section 10 — wetland AGENT AUTHORIZAT�ON �'OYtM Name: ?own D-� �?'10 rr��rlr ��f� Address: _ (�� �DG/r1 ��,�� n�'( de Phone: Qk ��`r " ��0 � ' cS� �� / Project Name/Description: Marrisville-Carpenter Roadwav Imnrovements Date: U �� �� � The Department of the Army U.S. Army Carps of Engineers, Wilmington District Attention: Eric Alsmever Field Office: Raleigh Resulatorv Field Office Re: Wetland Related Consulting and Permitting To Whom It May Concern: The Town of Morrisvil[e hereby designates and authorizes Kimley-Hom and Associates, Inc. to act in mylour 6ehalf as mylour agent solelv for the purpose of processing Jurisdictional Determinations, 5ection 40� permitslSection 40� Water Quality Certifcations applications, and Neuse River Basin Riparian Buffer Determinations, and to furnish upon request supplemental information in support of applications, etc. from this day farward until successful completion of the permitting process or revocation by the owner. In addition, I, the undersigned, a duly authorized owner of record of the propertylproperties identi�ed herein, do autharize representatives of the Wilmingtan District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein described far the purpose of conducting on-site investigations and issuing a determination associated witH Waters of the U.S. subject to Federal jurisdiction under Section 4a4 of the Clean Water Act and/or Section l0 of the Rivers and Harbors Act of 1899. Authorized this � day of 14�tS°� Sf , e� 7. 7ao�o� �tl�,' fi � Print Property Qwner's Name Cc: Karen Higgins NC Division of Water Resources 401 & Buffer Permitting Clnit [ 650 Mail Service Center Raleigh, NC 27699- � 650 �i'I�IB" G/.�� Praperty Owner's Signature �arkside_Va/��. � "\ i �'�"1`'ti1 �� � �a ___, � � ��.�°�e�- � s �d,.a _ - vo � � ,�Q, � 1� �'. �` ld�� � '\� �� �L y%� r�,I 1Xj�` �� � / �.{ �'),�jL � , ��a f � \ a� �- � � `- r , - Leacroft Wa 1 '" � � ; � r �� � 1 �..M��r�sv/ll� o� �v 54 d_o p( � ��s?; �- ��' p � �_ � �� e� ` �' � ' � ac `� �s� `, . m [C � .. cn . � '.. � � ' � � N � L �� � � � � � —�� C�aret �� ��et Dr I �� d�-',, � I Kudrow �-� �'�� � 5' �t- N o. 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'� ,r / V .t -� '� �,}.� �U �, ��", 1�. ` � '.i �, � I � � ��,(} ' V ��1� � , ,'�4� _ � . JV� . , . _. . r v'z /f 1 � � ' � .� ,CF%°1 � - y � d - �,� ,,�r - ' � i'� r62 �, r �;r�;� , � �:� - - � �`' }�u � � ��I - � 5 � �;�� . . � .. , � . ` y � � � �� �� - � � .ti . �rCz - .t Mv� ` P �� G',, r, '' �YB2� � - _4 ,�,.� :.y , . �� , i_ � �� -; �'''� ' l { - ` � - - � •,� ��, , � : � � . . � ' -- � ,� � �� �' - _ - - � � y F � � r_�-.� � ^ � jb� y' �_,r � � � , • � � _ � , -' _ � ' � r . f � ?'` .� � "� � � . • � _ - _ - � , _` �� ry C a _ > ; � _ � � - � - . , � - " Mly �2 , " {~ .. �,; ,,,r, — - �� _ �,. ____ R8� � '� I. �[A �- - � � - y C� � � „ .;�, . ' � _., .r� i . _ � � �� '^���.� � ., Au ,�; / _ ' Ali � , � � � � = ' ( � Crn � � � i q+� � � � ' �. . __ �'� � _ ,� '�. �, _ _ � �i.i ' ri ' �'C'p �i ' �, �lJ ��� �_ ' _ , - .. � - �I _� � � , -- ��^ , � ' - �> �`� - ��— � �t"r� rl��"� !�� i. ''��c �- ' _ � , - � � �� f/ . 1�' �' i _ � s ' �„r �F!" _ _ s- � � : w: �.. Morrisville-Carpenter Roadway Improvements Project ' � � - ,= ' ;_-' •, NRCS Soil Survey of Wake County (1970) �� �-� �iP17 -�A ` � I, � ''� Map Unit Soil Unit Name H dric � _ . -.� � �. " � � AfB Altavista fine sandy loam(0-6% slopes, rarely flooded) Incl. ,-�-� � �� AuA Augusta fine sandy loam (0-2% slopes, occasionallyflooded) Incl. [1 �1 �' ` � ` ' � . CaB Carbonton-Brickhavencomplex(2-6%o slopes) No . 1��� � CaC Carbonton-Brickhaven complex (6-10% slopes) No � t� , CaD Carbonton-Brickhaven complex (10-15% slopes) No Ij CmA Chewacla sandy loam (0-2% slopes, frequentlyflooded) Incl. P� �' J - �� Legend CpA Congaree silt Ioam (0-2% slopes, frequently flooded) Incl. � � ��'�, � CrB2 Creedmoor sandy loam (2-6% slopes, moderately eroded) No � � '� � Project Study Area CrC2 Creedmoor sandy loam (6-10% slopes, moderately eroded) No �1 �y�2 �.'+' � GrB2 Granville sandy loam (2-6% slopes, moderately eroded) No M ; �-F -- WhA Warne fine sandy loam (0-2%o slopes, occasionally flooded) Incl. '-' �' � 700 1 400 WnA Wehadkee silt loam (0-2% slopes, frequentiyflooded) Yes � �, f%� ' WyA Worsham sandy loam (0-3%o slopes) Yes . �f V� f'�- Feet y ;, — - - � 1r �_ - _ � -� ;. ,� ��°�°����sy Figure 4: NRCS Soil Survey (Wake County, 1970) y` v`r Morrisville-Carpenter Roadway Improvements � o Morrisville, Wake County, NC � �� `F�J:�� T�1pT�� y. North Carolina Division of Water Quality - Stream Identification Form, Version 4.11 Stream SA Date: 1/14/2016 Project/Site: Morrisville Carpenter Latitude: 35.820645 Roadway Improvements Evaluator: R�si�RH County: Wake Longitude: -78.828729 Total Points: 43.5 Stream Determination (cir Other Stream is at least intermittent Ephemeral Intermitten Perennial e.g. Quad Name: Cary if >_ 19 or perennial if >_ 30 A. Geomorphology Subtotal = 23.5 Absent Weak Moderate Strong Score 1 a. Continuity of channel bed and bank 0 1 2 3 3 2. Sinuosity of channel along thalweg 0 1 2 3 3 3. In-channel structure: ex. riffle-pool, step-pool, ripple 0 1 2 3 3 pool sequence - 4. Particle size of stream substrate 0 1 2 3 3 5. Active/relic floodplain 0 1 2 3 3 6. Depositional bars or benches 0 1 2 3 2 7. Recent alluvial deposits 0 1 2 3 2 8. Headcuts 0 1 2 3 0 9. Grade control 0 0.5 1 1.5 0.5 10. Natural valley 0 0.5 1 1.5 1 11. Second or reater order channel No = 0 Yes = 3 3 artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 10.5 12. Presence of Baseflow 0 1 2 3 3 13. Iron oxidizing bacteria 0 1 2 3 1 14. Leaf litter 1.5 1 0.5 0 1.5 15. Sediment on plants or debris 0 0.5 1 1.5 0.5 16. Organic debris lines or piles 0 0.5 1 1.5 1.5 17. Soil-based evidence of high water table? No = 0 Yes = 3 3 C. Biology Subtotal = 9.5 18. Fibrous roots in streambed 3 2 1 0 3 19. Rooted upland plants in streambed 3 2 1 0 3 20. Macrobenthos note diversity and abundance 0 1 2 3 0 21. Aquatic Mollusks 0 1 2 3 2 22. Fish 0 0.5 1 1.5 0.5 23. Crayfish 0 0.5 1 1.5 0.5 24. Amphibians 0 0.5 1 1.5 0 25. Algae 0 0.5 1 1.5 0.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0 0 'perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Stream SA is a perennial channel that had strong baseflow. The channel is incised with multiple bank failures observed during field visit. SA appears to flood the surrounding floodplains periodically. The stream substrate consisted of mostly sand and silt with some gravel. Mussels were observed embedded in the sand in several locations. North Carolina Division of Water Quality - Stream Identification Form, Version 4.11 Stream SB Date: 1/14/2016 Project/Site: Morrisville Carpenter Latitude: 35.821914 Roadway Improvements Evaluator: R�si�RH County: Wake Longitude: -78.826754 Total Points: 2� Stream Deter ' ' n(circle one) Other Stream is at least intermittent Ephemera Intermitte Perennial e.g. Quad Name: Cary if >_ 19 or perennial if >_ 30 A. Geomorphology Subtotal = 9.5 Absent Weak Moderate Strong Score 1 a. Continuity of channel bed and bank 0 1 2 3 3 2. Sinuosity of channel along thalweg 0 1 2 3 1 3. In-channel structure: ex. riffle-pool, step-pool, ripple 0 1 2 3 1 pool sequence - 4. Particle size of stream substrate 0 1 2 3 2 5. Active/relic floodplain 0 1 2 3 1 6. Depositional bars or benches 0 1 2 3 1 7. Recent alluvial deposits 0 1 2 3 0 8. Headcuts 0 1 2 3 0 9. Grade control 0 0.5 1 1.5 0.5 10. Natural valley 0 0.5 1 1.5 0 11. Second or reater order channel No = 0 Yes = 3 0 artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 6.5 12. Presence of Baseflow 0 1 2 3 2 13. Iron oxidizing bacteria 0 1 2 3 0 14. Leaf litter 1.5 1 0.5 0 1 15. Sediment on plants or debris 0 0.5 1 1.5 0 16. Organic debris lines or piles 0 0.5 1 1.5 0.5 17. Soil-based evidence of high water table? No = 0 Yes = 3 3 C. Biology Subtotal = 5 18. Fibrous roots in streambed 3 2 1 0 2 19. Rooted upland plants in streambed 3 2 1 0 3 20. Macrobenthos note diversity and abundance 0 1 2 3 0 21. Aquatic Mollusks 0 1 2 3 0 22. Fish 0 0.5 1 1.5 0 23. Crayfish 0 0.5 1 1.5 0 24. Amphibians 0 0.5 1 1.5 0 25. Algae 0 0.5 1 1.5 0 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0 0 'perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Stream SB is a linear, weak intermittent channel carrying primarily stormwater and has downcut or been dugout. Baseflow in SB is low and slow, but the substrate is well sorted and sandv. North Carolina Division of Water Quality - Stream Identification Form, Version 4.11 Stream SC Date: 1/14/2016 Project/Site: Morrisville Carpenter Latitude: 35.817992 Roadway Improvements Evaluator: RLS/JRH County: Wake Longitude: -78.83956 Total Points: 24 Stream Deter � 'on (circle one) Other Stream is at least intermittent Cary Ephemera ntermitte Perennial e.g. Quad Name: if >_ 19 or perennial if >_ 30 A. Geomorphology Subtotal = 1a. Continuity of channel bed and bank 2. Sinuosity of channel along thalweg 3. n-c anne structure: ex. ri e-poo ,: ripple-pool sequence 4. Particle size of stream substrate 5. Active/relic floodplain 6. Depositional bars or benches 7. Recent alluvial deposits 8. Headcuts 9. Grade control 10. Natural valley 11. Second or greater order channel ' artificial ditches are not rated; see discussions in B. Hydrology Subtotal = g.5 9.5 ••. 0 0 Weak Moderate Strong Score 1 2 3 3 1 2 3 2 1 2 3 1 1 2 3 2 1 2 3 1 1 2 3 0 1 2 3 0 1 2 3 0 0.5 1 1.5 0 0.5 1 1.5 0.5 Yes=3 0 12. Presence of Baseflow 0 1 2 3 2 13. Iron oxidizing bacteria 0 1 2 3 1 14. Leaf litter 1.5 1 0.5 0 1 15. Sediment on plants or debris 0 0.5 1 1.5 1 16. Organic debris lines or piles 0 0.5 1 1.5 1.5 17. Soil-based evidence of high water table? No = 0 Yes = 3 3 C. Biology Subtotal = 5 18. Fibrous roots in streambed 3 2 1 0 3 19. Rooted upland plants in streambed 3 2 1 0 2 20. Macrobenthos (note diversity and abundance) 0 1 2 3 0 21. Aquatic Mollusks 0 1 2 3 0 22. Fish 0 0.5 1 1.5 0 23. Crayfish 0 0.5 1 1.5 0 24. Amphibians 0 0.5 1 1.5 0 25. Algae 0 0.5 1 1.5 0 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0 0 "perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Stream SC is a channelized feature that has naturalized. Sweetgums line the bottom edges of the channel valley, and are located in the stream channel. Numerous debris piles are located in the channel. North Carolina Division of Water Quality - Stream Identification Form, Version 4.11 Stream SD Date: 1/14/2016 Project/Site: Morrisville Carpenter Latitude: 35.819271 Roadway Improvements Evaluator: RLS/JRH County: Wake Longitude: -78.843516 Total Points: 37.5 Stream Determination (cir Other Stream is at least intermittent Ephemeral Intermitten erennial e.g. Quad Name: Cary if >_ 19 or perennial if >_ 30 A. Geomorphology Subtotal = 1a. Continuity of channel bed and bank 2. Sinuosity of channel along thalweg 3. In-channel structure: ex. ri le-pool, steK ripple-pool sequence 4. Particle size of stream substrate 5. Active/relic floodplain 6. Depositional bars or benches 7. Recent alluvial deposits 8. Headcuts 9. Grade control 10. Natural valley 11. Second or greater order channel ° artificial ditches are not rated; see discussions in ma B. Hydrology Subtotal = 10.5 21 Weak 1 1 1 1 1 1 1 1 0.5 0.5 Moderate Strong 2 3 2 3 2 3 2 3 2 3 2 3 2 3 2 3 1 1.5 1 1.5 Yes=3 Score 3 2 3 3 1 2 2 0 1 1 12. Presence of Baseflow 0 1 2 3 3 13. Iron oxidizing bacteria 0 1 2 3 1 14. Leaf litter 1.5 1 0.5 0 1.5 15. Sediment on plants or debris 0 0.5 1 1.5 1 16. Organic debris lines or piles 0 0.5 1 1.5 1 17. Soil-based evidence of high water table? No = 0 Yes = 3 3 C. Biology Subtotal = 6 18. Fibrous roots in streambed 3 2 1 0 3 19. Rooted upland plants in streambed 3 2 1 0 3 20. Macrobenthos (note diversity and abundance) 0 1 2 3 0 21. Aquatic Mollusks 0 1 2 3 0 22. Fish 0 0.5 1 1.5 0 23. Crayfish 0 0.5 1 1.5 0 24. Amphibians 0 0.5 1 1.5 0 25. Algae 0 0.5 1 1.5 0 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0 0 *perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Stream SD is a perennial channel that flows under Morrisville Carpenter Road. The stream had strong baseflow and was somewhat incised. WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Projecvsite: Morrisville Carpenter Roadway Imnrovements city�county: Morrisville/Wake Sampling Date: 1O�Z7�ZO16 ApplicanUOwner: TOWfI Of MOfCISVIII2 State: NC Sampling Point: WA-UP investigator�s�: J. Hartshorn (Kimley-Horn) section, Township, Range: Cedar Fork Landform (hillslope, terrace, etc.): HIIISIOp2 Local relief (concave, convex, none): NOne Slope (%): 4% Subregion (LRR or MLRA): LRR P �at: 35.819911 �ong: -78•830248 Datum: NAD 83 so�i nnaP ur,�t rvame: WnA - Wehadkee silt loam NWI classification: N0112 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 Hydrolo9Y � 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: Yes ✓ No Yes No ✓ Yes No ✓ Is the Sampled Area / within a Wetland? Yes � No � Data point WA-UP was recorded 20' north of and 4' higher in elevation than WA-WET. HYDROLOGY Wetland Hydrology Indicators: Secondar Indicators minimum of two re uired Primarv Indicators (minimum of one is reauired: check all that aaalvl Surtace Soil Cracks (B6) Surtace Water (A1) True Aquatic Plants (614) Sparsely Vegetated Concave Surtace (B8) High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10) Saturation (A3) 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) Cra�sh Burrows (C8) Drift Deposits (B3) Thin Muck Surtace (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) Stunted or Stressed Plants (D1) Iron Deposits (B5) Geomorphic Position (D2) Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3) Water-Stained Leaves (69) Microtopographic Relief (D4) Aquatic Fauna (B13) FAC-Neutral Test (D5) Field Observations: Surtace Water Prese�t? Yes � No I v I Depth (inches): > WaterTable Present. Yes NoII Depth (inches): 24�� � Saturation Present? Yes � No n Depth (inches): >24�� Wetland Hydrology Present? Yes n No � includes ca illa frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No hydrology indicators were observed. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 30� ) % Cover Soecies? Status �.Liguidambarsryrac�ua 25% Y FAC 2. Acer rubrum 20% Y FAC 3. Pinus taeda 15% Y FAC 4, Carya glabra 5% N FACU 5. 6. 7. 8. 65% = Total Cover Saolinq/Shrub Stratum (Plot size: 30� ) �, Acer rubrum 15% Y FAC 2. Pinus taeda 15% Y FAC 3, Juniperus virginiana 10% Y FACU 4. 5. 6. 7. 8. 9. 10. Herb Stratum (Plot size: 30� ) �. Rubus arugutus 2. Quercus phellos 3. 4. 5. 7. 8. 9. 10. 11 12 40% = Total Cover 5% Y 5% Y Sampling Point: WA-UP Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: � (A) Total Number of Dominant Species Across All Strata: 10 (B) Percent of Dominant Species �Oo�o That Are OBL, FACW, or FAC: (A/B) Total % Cover of: Multiplv bv: 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 = Hydrophytic Vegetation Indicators: _ 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) FACU Problematic Hydrophytic Vegetation' (Explain) FAC 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Four Veaetation 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. 10% = Total Cover Woodv Vine Stratum (Plot size: 30� ) Woody vine - All woody vines greater than 3.28 ft in �.Lonicera japonica 10% Y FACU hei ht. 2. Vitis rotundifolia 5% Y FA 3. 4. 5. 6. 15% = Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Hydrophytic Vegetation Present? Yes � No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Description: (Describe to the depth needed to document the indicator or Depth Matrix Redox Features �inches) Color (moisU % Color (moisU % Tvpe' Loc2 0-8" 10YR 5/4 100% 8-16" 10YR 6/4 100% 16-24" 10YR 6/4 80% 10YR 6/6 20% C M 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: Histosol (A1) 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) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) 8 Sandy Redox (S5) Stripped Matrix (S6) Type: Depth (inches): Remarks: Sampling Point: WA-UP the absence Texture Remarks Loam Clay loam Sandy clay loam RM=Reduced Matrix, MS=Masked Sand Grains. ZLocation: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric ❑ Dark Surface (S7) 2 cm Muck (A10) (MLRA 147) BPolyvalue Below Surface (S8) (MLRA 147, 148) B Coast Prairie Redox (A16) Thin Dark Surface (S9) (MLRA 147, 148) 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) 8 Umbric Surface (F13) (MLRA 136, 722) Piedmont Floodplain Soils (F19) (MLRA 148) ❑ Red Parent Material (F21) (MLRA 127, 747) No hydric soil indicators were observed at the upland data point. (MLRA 147, 148) � Piedmont Floodplain Soils (F19) (MLRA 136, 747) ❑ Very Shallow Dark Surface (TF12) � Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes n No � US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Projecvsite: Morrisville Carpenter Roadway Imnrovements city�county: Morrisville/Wake Sampling Date: 1O�Z7�ZO16 ApplicanUOwner: TOWfI Of MOfCISVIII2 State: NC Sampling Point: WA-WET investigator�s�: J. Hartshorn (Kimley-Horn) section, Township, Range: Cedar Fork Landform (hillslope, terrace, eto.�: Bottomland floodplain Local relief (concave, convex, none): COf1CdV2 Slope (%): 1-2% Subregion (LRR or MLRA): LRR P �at: 35.819613 �ong: -�8•829843 Datum: NAD 83 so�i nnaP ur,�t rvame: WnA - Wehadkee silt loam NWI classification: PF01A 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 Hydrolo9Y � 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: Yes ✓ No Yes ✓ No Yes ✓ No Is the Sampled Area within a Wetland? Yes � No Wetland WA is a bottomland floodplain wetland that likely receives periodic flooding from a tributary to Crabtree Creek. HYDROLOGY Wetland Hydrology Indicators: Secondar Indicators minimum of two re uired Primarv Indicators (minimum of one is reauired: check all that applvl Surtace Soil Cracks (B6) Surtace Water (A1) True Aquatic Plants (614) Sparsely Vegetated Concave Surtace (B8) High Water Table (A2) Hydrogen Sulfide Odor (C1) ✓ Drainage Patterns (B10) Saturation (A3) 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) Cra�sh Burrows (C8) ✓ Drift Deposits (B3) Thin Muck Surtace (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) Stunted or Stressed Plants (D1) Iron Deposits (B5) ✓ Geomorphic Position (D2) Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3) ✓ Water-Stained Leaves (69) Microtopographic Relief (D4) Aquatic Fauna (B13) FAC-Neutral Test (D5) Field Observations: Surtace Water Prese�t? Yes � No I v I- Depth (inches): > WaterTable Present. Yes Non Depth (inches): 24�� Saturation Present? Yes � No n Depth (inches): >24�� Wetland Hydrology Present? Yes n No � includes ca illa frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Wetland WA likely receives hydrology from overbank flooding of an unnamed tributary to Crabtree Creek located south of the study area. Portions of WA outside the study area have standing water visible on aerial imagery. Water-stained leaves are present in the most depressional areas of WA. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 30� ) % Cover Soecies? Status �. Acer rubrum 30% Y FAC 2. Liquidambar styraciflua 20% Y FAC 3. Carpinus caroliniana 15% Y FAC 4. 5. 6. 7. 8. 65% = Total Cover Saolinq/Shrub Stratum (Plot size: 30� ) �, Acer rubrum 15% Y FAC 2. Liguidambar styrac�ua 15% Y FAC 3. Quercus phellos 10% Y FAC 4, Frczxinus pennsylvanica 10% Y FACW 5. 6. 7. 8. 9. 10. 50% = Total Cover Herb Stratum (Plot size: 30� ) �. Microstegium vimineum 50% Y FAC 2, Carex sp. 15% Y NI 3, Frczxinus pennsylvanica 5% N FACW 4. 5. 7. 8. 9. 10. 11 12 Sampling Point: WA-WET Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 9 (A) Total Number of Dominant Species Across All Strata: 10 (B) Percent of Dominant Species 900�0 That Are OBL, FACW, or FAC: (A/B) Total % Cover of: Multiplv bv: 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 = Hydrophytic Vegetation Indicators: _ 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. 70% = Total Cover Woodv Vine Stratum (Plot size: 30� ) Woody vine - All woody vines greater than 3.28 ft in 1.Smilax rotundifolia 10% Y FAC hei ht. 2. 3. 4. 5. 6. 10% = Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Hydrophytic Vegetation Present? Yes � No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: WA-WET 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 (moistl % Tvpe' Loc2 Texture Remarks 0-3" 10YR 5/3 100% Loam 3-10" 10YR 5/1 90% 7.5YR 4/6 10% C M Clay loam 10-24" 10YR 6/2 75% 7.5YR 4/6 25% C M Clay loam 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: Histosol(A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) 2 cm Muck (A10) (LRR N) Depleted Below Dark Surtace (A11; Thick Dark Surtace (Al2) Sandy Mucky Mineral (S1) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) 8 Sandy Redox (S5) Stripped Matrix (S6) Type: Depth (inches): Remarks: RM=Reduced Matrix, MS=Masked Sand Grains. ZLocation: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric ❑ Dark Surtace (S7) 2 cm Muck (A10) (MLRA 147) BPolyvalue Below Surtace (S8) (MLRA 147, 148) � Coast Prairie Redox (A16) Thin Dark Surtace (S9) (MLRA 147, 148) Loamy Gleyed Matrix (F2) ✓ Depleted Matrix (F3) Redox Dark Surtace (F6) Depleted Dark Surtace (F7) Redox Depressions (F8) Iron-Manganese Masses (F12) (LRR N, MLRA 136) BUmbric Surtace (F13) (MLRA 136, 122) Piedmont Floodplain Soils (F19) (MLRA 148) ❑ Red Parent Material (F21) (MLRA 127, 147) (MLRA 147, 148) � Piedmont Floodplain Soils (F19) (MLRA 136, 147) ❑ Very Shallow Dark Surtace (TF12) � Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes n No ❑ Neither the water table or soil saturation was observed within the upper 24" of the soil profile. Concentrations increase with depth. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Pro�ectisite: Morrisville Carpenter Roadway Improvements cityicounty: Morrisville/Wake Sampling Date: 1�14�ZO16 ApplicanUOwner: TOWII Of MOffISVIII2 State: NC Sampling Point: WB-UP Investigator(s): R. SulllVdll, J. Hartshorn (Kimley-Horn) section, Township, Range: Cedar Fork Landform (hillslope, terrace, etc.): HIIISIOp2 Local relief (concave, convex, none): NOne Slope (%): 2% Subregion (LRR or MLRA): LRR P �at: 35.820220 �ong: -78•832093 Datum: NAD 83 so�i nnap ur,�t rvame: Carbonton-Brickhaven complex NWI classification: N0112 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 Hydrolo9Y � 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: Yes No ✓ Yes No ✓ Yes No ✓ Is the Sampled Area / within a Wetland? Yes � No � The upland data form is N30' east of and 1' higher in elevation than the wetland data form location. The upland data form was taken on an adjacent hillslope. HYDROLOGY Wetland Hydrology Indicators: Secondar Indicators minimum of two re uired Primarv Indicators (minimum of one is reauired: check all that applv) Surtace Soil Cracks (B6) Surtace Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surtace (68) High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10) Saturation (A3) 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 Surtace (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) 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: Surtace Water Prese�t? Yes � No I v I- Depth (inches): > Water Table Present. Yes No n Depth (inches): 24�� � Saturation Present? Yes � No n Depth (inches): > 24�� Wetland Hydrology Present? Yes n No � includes ca illa frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No indicators of wetland hydrology were observed at the upland data form location. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 3�� ) % Cover Saecies? Status �. Quercus alba 25% Y FACU 2. Carya Qlabra 25% Y FACU 3. Pinus taeda 25% Y FAC 4. Quercus rubra 10% N FACU 5. 6. 7. 8. 85% = Total Cover Saalina/Shrub Stratum (Plot size: 3�� ) �, Carya Qlabra 5% Y FACU 2. Acer rubrum 5% Y FAC 3. Quercus alba 5% Y FACU 4, Vaccinium arboreum 5% Y FACU 5. 6. 7. 8. 9. 10. Herb Stratum (Plot size: 15� ) � . None 2. 3. 4. 5. 7. 8. 9. 10. 11. 12. Woodv Vine Stratum (Plot size: 3�� ) � .None 2. 3. 4. Sampling Point: WB-UP Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 2 (A) Total Number of Dominant Species Across All Strata: � (B) Percent of Dominant Species 28.6% That Are OBL, FACW, or FAC: (A/B) rrevaience inaex worKsneet: Total % Cover of: Multiplv bv: OBL species x 1 = FACW species x 2 = FAC species 3� x 3= 9� FACU species 75 x 4= 3�� UPL species x 5 = Co�umn Tota�s: 105 (,4) 390 (B) Prevalence Index = B/A = 3.71 Hydrophytic Vegetation Indicators: _ 1- Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% 3 - Prevalence Index is <_3.0' 4 - Morphological Adaptations' (Provide supporting 2�% = Total Cover - data in Remarks or on a separate sheet) _ Problematic Hydrophytic Vegetation' (Explain) = Total Cover '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 5 Hydrophytic � Vegetation 6• Present? Yes No = Total Cover Remarks: (Include photo numbers here or on a separate sheet.) The vegetation at the upland data form was dominated by upland vegetation. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Description: (Describe to the depth needed to document the indicator or co Depth Matrix Redox Features �inchesl Color (moistl % Color (moistl % Tvpe' Loc2 0-4" 2.5Y 5/4 100% 4-8" 10YR 6/6 100% 8-24" 10YR 6/8 100% 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: Histosol (A1) 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) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) 8 Sandy Redox (S5) Stripped Matrix (S6) Type: Depth (inches): Remarks: Sampling Point: WB'UP the absence of ind Texture Remarks Loam Clay loam Clay RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric Soi ❑ Dark Surface (S7) 2 cm Muck (A10) (MLRA 147) BPolyvalue Below Surface (S8) (MLRA 147, 148) B Coast Prairie Redox (A16) Thin Dark Surface (S9) (MLRA 147, 148) 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) 8 Umbric Surface (F13) (MLRA 136, 122) Piedmont Floodplain Soils (F19) (MLRA 148) ❑ Red Parent Material (F21) (MLRA 127, 147) (MLRA 147, 148) � Piedmont Floodplain Soils (F19) (MLRA 136, 147) ❑ Very Shallow Dark Surface (TF12) � Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes n No � No hydric soil indicators were observed at the upland data form location. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Pro�ectisite: Morrisville Carpenter Roadway Improvements cityicounty: Morrisville/Wake Sampling Date: 1�14�ZO16 ApplicanUOwner: TOWII Of MOffISVIII2 State: NC Sampling Point: WB-W� Investigator(s): R. SulllVdll, J. Hartshorn (Kimley-Horn) section, Township, Range: Cedar Fork Landform (hillslope, terrace, eto.�: Topographic crenulation Local relief (concave, convex, none): COnCdVe Slope (%): 2% Subregion (LRR or MLRA): LRR P �at: 35.820175 �ong: -78•832175 Datum: NAD 83 so�i nnap ur,�t rvame: Carbonton-Brickhaven complex NWI classification: N0112 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 Hydrolo9Y � 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: Yes ✓ No Yes ✓ No Yes ✓ No Is the Sampled Area within a Wetland? Yes � No Wetland WB is a headwater wetland within a topographic crenulation. The wetland drains under Morrisville Carpenter Road through a culvert. According to NOAA/NWS, no rain was reported for the area within 48 hours of the site visit. HYDROLOGY Wetland Hydrology Indicators: Secondar Indicators minimum of two re uired Primarv Indicators (minimum of one is reauired: check all that applv) Surtace Soil Cracks (B6) ✓ Surtace Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surtace (68) High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10) Saturation (A3) 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 Surtace (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) 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: �� �� Surtace Water Present? Yes ✓ No Depth (inches): 1'2 Water Table Present? Yes ✓ No Depth (inches): 18�� Saturation Present? Yes � No n Depth (inches): 18�� Wetland Hydrology Present? Yes n No � includes ca illa frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Saturation and standing water was observed in depressional pockets within the wetland. Hydrology appears to be primarily from overland flow during precipitation events, and the wetland likely gets impounded at the culvert inlet during significant storm events. Saturation and the water table was observed at N18" at the data form location. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 3�� ) % Cover Saecies? Status �. Liriodendron tulipifera 25% Y FACU 2. Liquidambar styraciflua 25% Y FAC 3. Ulmus americana 25% Y FACW 4. 5. 6. 7. 8. 75% = Total Cover Saalina/Shrub Stratum (Plot size: 3�� ) �, Acer rubrum 5% Y FAC Z. Ilex decidua 5% Y FACW 3. Viburnum dentatum 5% Y FAC 4. 5. 6. 7. 8. 9. 10. Herb Stratum (Plot size: 15� ) � , Carex spp. 2. 3. 4. 5. 7. 8. 9. 10. 11 12 Sampling Point: WB-W� Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 10 (A) Total Number of Dominant Species Across All Strata: 10 (B) Percent of Dominant Species 1��% That Are OBL, FACW, or FAC: (A/B) rrevaience inaex worKsneet: Total % Cover of: Multiplv bv: 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 = Hydrophytic Vegetation Indicators: _ 1- Rapid Test for Hydrophytic Vegetation X 2- Dominance Test is >50% 3 - Prevalence Index is <_3.0' 4 - Morphological Adaptations' (Provide supporting 15% = Total Cover - data in Remarks or on a separate sheet) 5% Y FAC _ 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. 5% = Total Cover Woodv Vine Stratum (Plot size: 3�� ) Woody vine - All woody vines greater than 3.28 ft in �.Toxicodendron radicans 5% Y FAC hei ht. 2.Smilax rotundifolia 5% Y FA 3.Lonicera japonica 5% Y FAC 4. 5. 6. 15% = Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Hydrophytic Vegetation Present? Yes � No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: WB-W� Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features �inchesl Color (moistl % Color (moistl % Tvpe' Loc2 Texture Remarks 0-8" 2.5Y 6/2 80% 7.5YR 5/8 20% C M Clay loam 8-30" 2.5Y 7/2 60% 7.5YR 6/8 40% C M Clay 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: Histosol (A1) 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) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) 8 Sandy Redox (S5) Stripped Matrix (S6) Type: Depth (inches): Remarks: RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric Soi ❑ Dark Surface (S7) 2 cm Muck (A10) (MLRA 147) BPolyvalue Below Surface (S8) (MLRA 147, 148) B Coast Prairie Redox (A16) Thin Dark Surface (S9) (MLRA 147, 148) 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) 8 Umbric Surface (F13) (MLRA 136, 122) Piedmont Floodplain Soils (F19) (MLRA 148) ❑ Red Parent Material (F21) (MLRA 127, 147) (MLRA 147, 148) � Piedmont Floodplain Soils (F19) (MLRA 136, 147) ❑ Very Shallow Dark Surface (TF12) � Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes n No ❑ Redox concentrations increase with depth. Both the water table and soil saturation were observed at N18" in the soil profile. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Pro�ectisite: Morrisville Carpenter Roadway Improvements cityicounty: Morrisville/Wake Sampling Date: 1�14�ZO16 ApplicanUOwner: TOWII Of MOffISVIII2 State: NC Sampling Point: WD-UP Investigator(s): R. SulllVdll, J. Hartshorn (Kimley-Horn) section, Township, Range: Cedar Fork Landform (hillslope, terrace, etc.�: Levee/sewer easement Local relief (concave, convex, none): COIIV2X Slope (%): �-1% Subregion (LRR or MLRA): LRR P �at: 35.821314 �ong: -78•829335 Datum: NAD 83 so�i nnap ur,�t rvame: Congaree silt loam NWI classification: N0112 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 Hydrolo9Y � 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: Yes No ✓ Yes No ✓ Yes No ✓ Is the Sampled Area / within a Wetland? Yes � No � The upland data form is N26' south of and 1' higher in elevation than the wetland data form Iocation. The upland data form was taken on sewer/stormwater utility easement. HYDROLOGY Wetland Hydrology Indicators: Secondar Indicators minimum of two re uired Primarv Indicators (minimum of one is reauired: check all that applv) Surtace Soil Cracks (B6) Surtace Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surtace (68) High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10) Saturation (A3) 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 Surtace (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) 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: Surtace Water Prese�t? Yes � No I v I- Depth (inches): > Water Table Present. Yes No n Depth (inches): 24�� � Saturation Present? Yes � Non Depth (inches): >24�� Wetland Hydrology Present? Yes n No � includes ca illa frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No indicators of wetland hydrology were observed at the upland data form location. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 3�� ) % Cover Saecies? Status � . None 2. 3. 4. 5. 6. 7. 8. = Total Cover Saalina/Shrub Stratum (Plot size: 3�� ) � , None 2. 3. 4. 5. 6. 7. 8. 9. 10. = Total Cover Herb Stratum (Plot size: 15� ) �. Elymus hystrix 30% Y FACU 2, Sorghum halepense 30% Y FACU 3, Solidago altissima 10% N FACU 4, Rubus argutus 5% N FAC 5. 7. 8. 9. 10. 11 12 Sampling Point: WD-UP Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 1 (A) Total Number of Dominant Species Across All Strata: 3 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 33.3 (A/B) rrevaience inaex worKsneet: Total % Cover of: Multiplv bv: OBL species x 1 = FACW species x 2 = FAC species 35 x 3= 1�5 FACU species 7� x 4= 28� UPL species x 5 = Co�umn Tota�s: 105 (,4) 385 (B) Prevalence Index = B/A = 3.(7 Hydrophytic Vegetation Indicators: _ 1- Rapid Test for Hydrophytic Vegetation 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. 75% = Total Cover Woodv Vine Stratum (Plot size: 3�� ) Woody vine - All woody vines greater than 3.28 ft in �.Lonicera japonica 30% Y FAC hei ht. 2. 3. 4. 5. 6. 30% = Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Hydrophytic � Vegetation Present? Yes No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Profile Description: (Describe to the depth needed to document the indicator or confirn Depth Matrix Redox Features �inchesl Color (moistl % Color (moistl % Tvpe' Loc2 0-12" 10YR 5/3 95% 7.5YR 4/6 5% C M 12-24" 10YR 4/2 90% 7.5YR 4/6 10% C M 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: Histosol (A1) 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) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) 8 Sandy Redox (S5) Stripped Matrix (S6) Type: Depth (inches): Remarks: Sampling Point: WD-UP the absence of ind Texture Remarks Loam Clay loam RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric Soi ❑ Dark Surface (S7) 2 cm Muck (A10) (MLRA 147) BPolyvalue Below Surface (S8) (MLRA 147, 148) B Coast Prairie Redox (A16) Thin Dark Surface (S9) (MLRA 147, 148) 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) 8 Umbric Surface (F13) (MLRA 136, 122) Piedmont Floodplain Soils (F19) (MLRA 148) ❑ Red Parent Material (F21) (MLRA 127, 147) (MLRA 147, 148) � Piedmont Floodplain Soils (F19) (MLRA 136, 147) ❑ Very Shallow Dark Surface (TF12) � Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes n No � No hydric soil indicators were observed at the upland data form location. The substrate became rocky below 24". US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Pro�ectisite: Morrisville Carpenter Roadway Improvements cityicounty: Morrisville/Wake Sampling Date: 1�14�ZO16 ApplicanUOwner: TOWII Of MOffISVIII2 State: NC Sampling Point: W�-W� Investigator(s): R. SulllVdll, J. Hartshorn (Kimley-Horn) section, Township, Range: Cedar Fork Landform (hillslope, terrace, eto.�: Bottomland floodplain Local relief (concave, convex, none): COnCdVe Slope (%): �-1% Subregion (LRR or MLRA): LRR P �at: 35.821377 �ong: -�8•82929 Datum: NAD 83 so�i nnap ur,�t rvame: Congaree silt loam NWI classification: N0112 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 Hydrolo9Y � 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: Yes ✓ No Yes ✓ No Yes ✓ No Is the Sampled Area within a Wetland? Yes � No Wetland WD is a bottomland floodplain wetland with a sewer easement running through the wetland. HYDROLOGY Wetland Hydrology Indicators: Secondar Indicators minimum of two re uired Primarv Indicators (minimum of one is reauired: check all that applv) Surtace Soil Cracks (B6) Surtace Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surtace (68) ✓ High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10) ✓ Saturation (A3) 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 Surtace (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) 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: Surtace Water Present? Yes � No I v I Depth (inches): Water Table Present? Yes ✓ No II Depth (inches): 1�� Saturation Present? Yes ✓� No n Depth (inches): SUI"faCe Wetland Hydrology Present? Yes n No � includes ca illa frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: The wetland receives hydrology from groundwater and flooding from stream SA. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 3�� ) % Cover Saecies? Status �. Acer rubrum 30% Y FAC 2. Fraxinus pennsylvanica 20% Y FACW 3. Ulmus americana 20% Y FACW 4. Liguidambar styrac�ua 20% Y FAC 5. 6. 7. 8. 90% = Total Cover Saalina/Shrub Stratum (Plot size: 3�� ) �, Carpinus caroliniana 10% Y 2. Acer rubrum 10% Y 3. _ 4. 5. 6. 7. 8. 9. 10. Herb Stratum (Plot size: 15� ) � . None 2. 3. 4. 5. 7. 8. 9. 10. 11 12 Sampling Point: W�-W� Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: $ (A) Total Number of Dominant Species Across All Strata: $ (B) Percent of Dominant Species 1��% That Are OBL, FACW, or FAC: (A/B) rrevaience inaex worKsneet: Total % Cover of: Multiplv bv: OBL species x 1 = FACW species x 2 = FAC FAC species x 3= FAC FACU species x 4= UPL species x 5 = Column Totals: (A) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: _ 1- Rapid Test for Hydrophytic Vegetation X 2- Dominance Test is >50% 3 - Prevalence Index is <_3.0' �B) 4 - Morphological Adaptations' (Provide supporting 2�% = Total Cover - 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. = Total Cover Woodv Vine Stratum (Plot size: 3�� ) Woody vine - All woody vines greater than 3.28 ft in 1.Smilax rotundifolia 5% Y FAC hei ht. 2.Lonicera iaponica 5% Y FA 3. 4. 5. 6. 1�% = Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Hydrophytic Vegetation Present? Yes � No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of ind Depth Matrix Redox Features �inchesl Color (moistl % Color (moistl % Tvpe' Loc2 0-2" 10YR 3/2 100% 2-4" 10YR 5/2 75% 7.5YR 4/6 25% C M 4-8" 10YR 5/1 90% 7.5YR 4/6 10% C M 8-16" 10YR 6/2 90% 10YR 5/6 10% C M 16-24" 7.5YR 4/6 90% 7.5YR 6/1 10% D M 24-30" 5YR 5/6 95% 5YR 6/1 5% D PL 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) 2 cm Muck (A10) (LRR N) ✓ Depleted Below Dark Surtace (A11) Thick Dark Surtace (Al2) Sandy Mucky Mineral (S1) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) 8 Sandy Redox (S5) Stripped Matrix (S6) Type: Depth (inches): Remarks: Sampling Point: W�-W� Texture Remarks Loam Clay loam Loam Loam Loam Clay RM=Reduced Matrix, MS=Masked Sand Grains. ZLocation: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric Soi ❑ Dark Surtace (S7) 2 cm Muck (A10) (MLRA 147) BPolyvalue Below Surtace (S8) (MLRA 147, 148) � Coast Prairie Redox (A16) Thin Dark Surtace (S9) (MLRA 147, 148) 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) BUmbric Surtace (F13) (MLRA 136, 122) Piedmont Floodplain Soils (F19) (MLRA 148) ❑ Red Parent Material (F21) (MLRA 127, 147) (MLRA 147, 148) � Piedmont Floodplain Soils (F19) (MLRA 136, 147) ❑ Very Shallow Dark Surtace (TF12) � Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes n No ❑ The soil was depleted. The water table and soil saturation were both observed near the soil surface. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Pro�ectisite: Morrisville Carpenter Roadway Improvements cityicounty: Morrisville/Wake Sampling Date: 1�14�ZO16 ApplicanUOwner: TOWII Of MOffISVIII2 State: NC Sampling Point: WE-UP Investigator(s): R. SulllVdll, J. Hartshorn (Kimley-Horn) section, Township, Range: Cedar Fork Landform (hillslope, terrace, eto.�: Slight Levee Local relief (concave, convex, none): NOne Slope (%): �1% Subregion (LRR or MLRA): LRR P �at: 35.819460 �ong: -78•843464 Datum: NAD 83 so�i nnap ur,�t rvame: Chewacla sandy loam NWI classification: N0112 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 Hydrolo9Y � 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 ✓ No ✓ Is the Sampled Area / Hydric Soil Present? Yes No within a Wetland? Yes � No � Wetland Hydrology Present? Yes No ✓ Remarks: The upland data point (WE-UP) is located approximately 50' northeast of and at the same elevation as the wetland data point. The upland data point was taken on a slight levee adjacent to stream SD. HYDROLOGY Wetland Hydrology Indicators: Secondar Indicators minimum of two re uired Primarv Indicators (minimum of one is reauired: check all that applv) Surtace Soil Cracks (B6) Surtace Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surtace (68) High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10) Saturation (A3) 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 Surtace (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) 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: Surtace Water Prese�t? Yes � No I v I- Depth (inches): > Water Table Present. Yes No n Depth (inches): 24�� � Saturation Present? Yes � Non Depth (inches): >24�� Wetland Hydrology Present? Yes n No � includes ca illa frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: No indicators of wetland hydrology were observed at the upland data point. Neither the water table or soil saturation was observed within 24" of the soil profile. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 3�� ) % Cover Saecies? Status �. Acer rubrum 25% Y FAC 2. Liquidambar styraciflua 25% Y FAC 3. 4. 5. 6. 7. 8. 50% = Total Cover Saalina/Shrub Stratum (Plot size: 3�� ) �, Acer rubrum 30% Y 2. Liguidambar styrac�ua 25% Y 3. _ 4. 5. 6. 7. 8. 9. 10. Herb Stratum (Plot size: 15� ) �. Asplenium platyneuron 2. 3. 4. 5. 7. 8. 9. 10. 11 12 Sampling Point: WE-UP Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: � (A) Total Number of Dominant Species Across All Strata: $ (B) Percent of Dominant Species $�.5a�o That Are OBL, FACW, or FAC: (A/B) rrevaience inaex worKsneet: Total % Cover of: Multiplv bv: OBL species x 1 = FACW species x 2 = FAC FAC species x 3= FAC FACU species x 4= UPL species x 5 = Column Totals: (A) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: _ 1- Rapid Test for Hydrophytic Vegetation X 2- Dominance Test is >50% 3 - Prevalence Index is <_3.0' �B) 4 - Morphological Adaptations' (Provide supporting 55% = Total Cover - data in Remarks or on a separate sheet) 5% Y FACU _ 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. 5% = Total Cover Woodv Vine Stratum (Plot size: 3�� ) Woody vine - All woody vines greater than 3.28 ft in 1.Smilax rotundifolia 20% Y FAC hei ht. 2.Lonicera iaponica 15% Y FA 3.Gelsemium sempervirens 10% Y FAC 4. 5. 6. 45% = Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Hydrophytic Vegetation Present? Yes � No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Description: (Describe to the depth needed to document the indicator or confirm the absence of ind Sampling Point: WE-UP Depth Matrix Redox Features �inchesl Color (moistl % Color (moistl % Tvpe' Loc2 Texture Remarks 0-3" 10YR 6/3 100% Clay loam 3-10" 10YR 5/3 90% 10YR 6/6 10% C M Loamy clay 10-24" 10YR 6/4 80% 10YR 6/6 20% C M Sandy clay loam 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: Histosol (A1) 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) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) 8 Sandy Redox (S5) Stripped Matrix (S6) Type: Depth (inches): Remarks: RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric Soi ❑ Dark Surface (S7) 2 cm Muck (A10) (MLRA 147) BPolyvalue Below Surface (S8) (MLRA 147, 148) B Coast Prairie Redox (A16) Thin Dark Surface (S9) (MLRA 147, 148) 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) 8 Umbric Surface (F13) (MLRA 136, 122) Piedmont Floodplain Soils (F19) (MLRA 148) ❑ Red Parent Material (F21) (MLRA 127, 147) (MLRA 147, 148) � Piedmont Floodplain Soils (F19) (MLRA 136, 147) ❑ Very Shallow Dark Surface (TF12) � Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes n No � No hydric soil indicators were observed at the upland data point. From 10"-24", the concentrations increased with depth. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Pro�ectisite: Morrisville Carpenter Roadway Improvements cityicounty: Morrisville/Wake Sampling Date: 3�1�ZO16 ApplicanUOwner: TOWII Of MOffISVIII2 State: NC Sampling Point: WE-W� Investigator(s): R. SulllVdn, J. Hartshorn (Kimley-Horn) section, Township, Range: Cedar Fork Landform (hillslope, terrace, etc.�: Maintained Easement Local relief (concave, convex, none): NOne Slope (%): � 1% Subregion (LRR or MLRA): LRR P �at: 35.819360 �ong: -78•843593 Datum: NAD 83 so�i nnap ur,�t rvame: Chewacla sandy loam NWI classification: N0112 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 Hydrolo9Y � 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: Yes ✓ No Yes ✓ No Yes ✓ No Is the Sampled Area within a Wetland? Yes � No Wetland WE is in a maintained sewer/stormwater easement within the floodplain of stream SD. Stream SD is incised and mostly disconnected from the floodplain. However, a stormwater retention basin seeps and drains directly (culvert) into the easement. HYDROLOGY Wetland Hydrology Indicators: Secondar Indicators minimum of two re uired Primarv Indicators (minimum of one is reauired: check all that applv) Surtace Soil Cracks (B6) Surtace Water (A1) True Aquatic Plants (B14) Sparsely Vegetated Concave Surtace (68) High Water Table (A2) Hydrogen Sulfide Odor (C1) ✓ Drainage Patterns (B10) Saturation (A3) �/ 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 Surtace (C7) Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) Other (Explain in Remarks) 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: Surtace Water Prese�t? Yes � No I v I- Depth (inches): > Water Table Present. Yes No n Depth (inches): 24�� Saturation Present? Yes � Non Depth (inches): >24�� Wetland Hydrology Present? Yes n No � includes ca illa frin e Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Neither the water table or soil saturation was observed at the wetland data point. However, the soils were depleted and oxidized rhizospheres were observed along living roots from 3" to 8" in the soil profile. An upslope stormwater retention basin provides hydrology into the wetland via a culvert connection and from hillside seepage. WE is in the disconnected floodplain of stream SD which is deeply incised. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Absolute Dominant Indicator Tree Stratum (Plot size: 3�� ) % Cover Saecies? Status �. Acer rubrum 5% Y FAC 2. Pinus taeda 5% Y FAC 3. Liguidambar styrac�ua 5% Y FAC 4. 5. 6. 7. 8. 15% = Total Cover Saalina/Shrub Stratum (Plot size: 3�� ) �, Alnus serrulata 5% Y 2. Baccharis halimifolia 5% Y 3. _ 4. 5. 6. 7. 8. 9. 10. Herb Stratum (Plot size: 15� ) � , Juncus effusus 2. Rubus argutus 3. 4. 5. 7. 8. 9. 10. 11 12 Sampling Point: WE-W� Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: $ (A) Total Number of Dominant Species Across All Strata: $ (B) Percent of Dominant Species 1��% That Are OBL, FACW, or FAC: (A/B) rrevaience inaex worKsneet: Total % Cover of: Multiplv bv: OBL species x 1 = FACW species x 2 = OBL FAC species x 3= FACW FACU species x 4= UPL species x 5 = Column Totals: (A) Prevalence Index = B/A = 1�% = Total Cover 45% Y FACW 10% N FACU �B) Hydrophytic Vegetation Indicators: _ 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. 55% = Total Cover Woodv Vine Stratum (Plot size: 3�� ) Woody vine - All woody vines greater than 3.28 ft in 1.Smilax rotundifolia 5% Y FAC hei ht. 2.Lonicera iaponica 5% Y FA 3. 4. 5. 6. 1�% = Total Cover Hydrophytic Vegetation Present? Yes � No Remarks: (Include photo numbers here or on a separate sheet.) The wetland is mostly within a frequently maintained sewer/stormwater utility easement. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of ind Sampling Point: WE-W� Depth Matrix Redox Features �inchesl Color (moistl % Color (moistl % Tvpe' Loc2 Texture Remarks 0-3" 7.5YR 5/4 95% 7.5YR 6/8 5% C M Clay 3-8" 10YR 6/1 90% 7.5YR 6/8 10% C PL Clay loam 8-24" 10YR 6/2 80% 10YR 5/8 20% C M Sandy clay loam 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) 2 cm Muck (A10) (LRR N) Depleted Below Dark Surtace (A11) Thick Dark Surtace (Al2) Sandy Mucky Mineral (S1) (LRR N, MLRA 147, 148) ❑ Sandy Gleyed Matrix (S4) 8 Sandy Redox (S5) Stripped Matrix (S6) Type: Depth (inches): Remarks: RM=Reduced Matrix, MS=Masked Sand Grains. ZLocation: PL=Pore Lining, M=Matrix. Indicators for Problematic Hydric Soi ❑ Dark Surtace (S7) 2 cm Muck (A10) (MLRA 147) BPolyvalue Below Surtace (S8) (MLRA 147, 148) � Coast Prairie Redox (A16) Thin Dark Surtace (S9) (MLRA 147, 148) 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) BUmbric Surtace (F13) (MLRA 136, 122) Piedmont Floodplain Soils (F19) (MLRA 148) ❑ Red Parent Material (F21) (MLRA 127, 147) (MLRA 147, 148) � Piedmont Floodplain Soils (F19) (MLRA 136, 147) ❑ Very Shallow Dark Surtace (TF12) � Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes n No ❑ The soil could not be removed below 24" for analysis. The soil was disturbed in the early 2000s during the construction of the sewer/stormwater utility easement. Neither the water table or soil saturation was observed within 24" of the soil profile. However, the soil was moist to the touch. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0