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HomeMy WebLinkAbout20100278 Ver 1_401 Application_20100410?.?MCKEM&CREED To: NC DWQ, 404/Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 ATTENTION- 20100278 LETTER OF TRANSMITTAL Date: April 8, 2010 PROJECT NO: 03225-0004 PHASE NO: 6/**** RE: FT Bragg Culvert Removal PCN TRANSMITTAL NO: PAGE 1 OF 1 WE ARE SENDING: ? Originals ® Prints ? Shop Drawings ? Samples ? Specifications ? Calculations ? Other - Quantity Drawing No. Rev. Description Status 5 PCN Application G. 2 Culvert Removal Plans - 22x34 G. 3 Culvert Removal Plans -11 x 17 Plan Size G. 1 Cover Letter and Narrative C. 1 Preliminary JD Form C. 1 JD Checklist C. Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid E. Construction F. For Review & Comments G. For Approval H. See Remarks Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other 4. Amend & Resubmit 5. Rejected - See Remarks REMARKS: Feel free to call with any questions. Thank you! APR 1 3 2010 APR - 9 `Q 1730 Varsity Drive Suite 500, Raleigh, NC 27606 919/233-8091 Fax 919/233-8031 cc: McKIM & CREED, PA S:\3225\0004\ 10-Comm \ NCDWQ Transmittal_4.8.10.doc Signed Dale a t, I Updated 1-1-08 v MCKIM&CREED v February 4, 2010 P L A N N E R S Venture IV Building Attn: Mr. Richard Spencer USACE-SAW-RG 69 Darlington Ave. Wilmington, NC 28403 ENGINEERS S U R V E Y O R S MCE#:03225-0004 (48) RE: CMP Removal from Abandoned Railroad Bed at Tank Creek jurisdictional Determination Dear Mr. Spencer: Please find enclosed our submittal package for a Preliminary jurisdictional Determination. Field work for this determination was completed on October 1, 2009. The site is located near the intersection of Longstreet Road and W Luzon Drive in Fort Bragg, Fayetteville, NC. The project involves the removal of an existing stormwater CMP and restoration of Tank Creek. The wetland has been delineated by McKim and Creed as a PFO, directly abutting relatively permanent waters. Additional wetland boundaries upstream of the CMP culvert were provided to McKim and Creed by the ACE. Total stream impacts are 377 feet with approximately 550 linear feet of new stream created. This is a net increase in stream length of 173 linear feet. Total wetlands impacted are 0.68 acres. Please find the following enclosed documents for the jurisdictional Determination submittal: • Preliminary JD Check List • Wetland Delineation Report • JD Form • Delineation Data Sheets • Map Exhibits Additional we are submitting a PCN for a nationwide permit #27 (stream restoration). Please feel free to contact me at (919)233-8091 should you have any questions regarding the information attached in this letter and our revised submittal. Suite 500 Sincerely, 1730 Varsity Drive McKIM & CREED, P.A. Raleigh, NC 27606 zz/ Tim Schueler, PE Stormwater Services 919.233.8091 Fax 919.233.8031 www.mckimcreed.cam cc: file White Hawk/Todd FT Bragg APR - g 2 0 1 0 0 2 7 8 ? P, oF wnr ,,? O A O Y "Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification WN) Form ----.-------------- ___.._____ A. tplicailt Information 1. Processing 1a. Type(s) of approval sought from the (?? Section 404 Permit ? Section 10 Permit Carps: -_ _ - --......._._._.__ 1b. Specify Nationwide Permit (NWP) number: 27 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): ?X 401 Water Quality Certification - Regular ? Nan-404 Jurisdictional General Permit ? 401 Water Quality Certification - Express ? Riparian Buffer Authorization i i ------ - ---- -------- - ---- - ---- 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: I ? Yes ® No ? Yes Z 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. 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h ? Yes ® No below. 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes © No 2. Project Information _..----_.. _. --___ ------- 2a. Name of project: -___------ .-_-.-__ CMP Removal of Abanonded Railroad Bed at Tank Creek PN F900055-9P - - -- ............... .-- .......... 2b_ County: ........... .... --- Cumberland .......... -- 2c. Nearest municipality I town: __.-_.. Fayetteville ?• -- - -- - ----- ---_..-.. _. _.._ 2d. Subdivision name: NA t) 2e. NCDOT only, T.I.P. or state NA 3 2010 roject no: - WI,TER QUALITY 3. Owner Information HtE1UMpSgNps ORAUr -_ _.. _ .__ 3a. Name(s) on Recorded Deed: _....__._...-...__.._____.._ --- - USA - (Dept of Army-IMCOM, Fort Bragg, NC) 3b. Deed Book and Page No. NA 3c Responsible Party (for LLC if ----- .-..._ . applicable): Dept of Army - IMCOM, Fort Bragg, NC/Gregory G. Bean-Director of Public Works _-- --- - - --- - .. 3d. Street address: --- - - Director of Public Works-(IMSE-BRG-PW)/Mr. Bean, Director of Public Works 3e. City, state, zip: - ... ------..-__ -.-- 2175 Reilly Road Stop A, Fort Bragg, NC 28310-5000 3f. Telephone no.: .._....._....._._...._.___ .... (910) 396-4009 ?._.- ------- 3g. Fax no.: . -- ........ .....__...... (910) 432-6908 _....-.....------ -- - - --- -- . - 3h. Email address: - - - - Gregory.g,bean@us.army.mil Page 1 of 11 PCN Form -Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ® Other, specify: CoApplicant-Contractor 4b. Name: Mr. Graham T. Moore-Superintendent 4c. Business name (if applicable): Barhill Contracting Company 4d. Street address: 1100 Robeson Street 4e. City, state, zip: Fayetteville, NC 28305 4f. Telephone no.: (910) 488-1319 49. Fax no.: (910) 488-5673 4h. Email address: gmoore@barnhillcontracting.com 5. Agent/Consultant Information (If applicable) 5a. Name: Mr. Tim Schuler 5b. Business name (if applicable): McKim & Creed, PA 5c. Street address: 1730 Varsity Drive, Suite 500 5d. City, state, zip: Raleigh, NC 27606 5e. Telephone no.: 919-233-8091 5f. Fax no.: 919-233-8031 5g. Email address: tschueler@mckimcreed,com Page 2 of 11 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): Latitude: 35.14 N Longitude: - 78.0222 W 1b. Site coordinates (in decimal degrees): (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: approximately 160,000 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Tank Creek proposed project: 2b. Water Quality Classification of nearest receiving water: Tank Creek (C ) 2c. River basin: Cape Fear (USGS HUC 03030004) 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: Existing 96" CMP pipe under abandoned railroad bed; wooded with majority of pines. Steep embankment from abandonded railroad bed flattens out into floodplain upstream of Long Street. 3b. List the total estimated acreage of all existing wetlands on the property: unknown 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property- unknown 3d. Explain the purpose of the proposed project: To remove the existing 96" CMP and restore Tank Creek. 3e. Describe the overall project in detail, including the type of equipment to be used: Project will consist of removing 96" CMP and restoring Tank Creek. Stream side slopes will be laid back and stabilized with erosion control matting. A Rosgen Priority 1 bankfull bench will be created. Log drops structures will also be placed in the stream to dissipate energy. Abandonded railroad bed will be sloped 3:1 to new restored stream. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ® Yes ? No Q Unknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type 0 Preliminary ? Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: McKim & Creed, PA Name (if known): Mr. Tim Schueler Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 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. Page 3 of 11 PCN Form - Version 1.3 December 10, 2008 Version 6. Future Project Plans 6a. Is this a phased project? ? Yes ® No 6b. If yes, explain. Page 4 of 11 PCN Form -Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1a. 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) Temporary W1 ®P ? T restorationlgrading PF04A ® Yes ? No ® Corps ? DWQ 0.11 W2 ®P ? T restoration/grading PF04A ® Yes ? No ® Corps ? DWQ 0.57 W3 ? P ? T ? Yes ? Corps ? No ? DWQ W4 ? P ? T ? Yes ? Corps ? No ? DWQ W5 ? P ? T ? Yes ? Corps ? No ? DWQ W6 ? P ? T ? Yes ? Corps ? No ? DWQ 2g. Total wetland impacts 0.68 2h. Comments: 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) S1 ? P M T restorationlgrading Tank Creek ® PER ? INT ® Corps ? DWQ 15 377 S2 ? P ? T ? PER ? Corps ? INT ? DWQ S3 ? P ? T ? PER ? Corps ? INT ? DWQ S4 ? P ? T ? PER ? Corps ? INT ? DWQ S5 ? P ? T ? PER ? Corps ? INT ? DWQ S6 ? P ? T ? PER ? Corps ? INT ? DWQ 3h. Total sh•eam and tributary impacts 3i. Comments: Approximately 550 linear feet of new stream will be created. Page 5 of 11 PCN Form - Version 1.3 December 10, 2008 Version 4. Open Water Impacts acts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water o ed im p If there are propos the U.S. then individually list all open water impacts below. 4d 4e 4a. 4b. 4c- Open water Name of waterbody Type of impact Waterbod type Area of impact {acres} y impact number - (if applicable) Permanent (P) or Temporary - 01 ?PFlT 02 ?PFIT 03 ?PnT 04 ?PnT NA 4f. Total open water impacts 4g. Comments: 6. Pond or Lake Construction completee the chart below. If and or lake construction proposed, then 5d 5e. 5a. 5b. ! . Weiland Impacts (acres) Upland Stream Impacts (feet) (acres) Pond ID Proposed use or purpose number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total NA J NA 5g. Comments: 5h. Is a dam high hazard permit required? El Yes NA NA NA I NA I NA ? 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) then complete the chart below. r b ff i if yes, then individually list all buffer impacts , e u an If project will impact a protected ripar acts require mitigation , then i you MUST fill out Section D of this form. mp below. If an 6a ? Neuse ? Tar-Pamlico ? Other: . Project is in which protected basin? ? Catawba ? Randleman 6b. 6c. 6d. 6e. 6f. 6g• Buffer impact number - Reason Buffer mitigation Zone 1 impact (square feet) Zone 2 impact (square feet) Permanent (p) or for Stream na me required? Tem ora T im act El Yes B1 ?P[]T ?No [] Yes B2 ?P?T []No El Yes B3 ?P[?T ?No bh. Total buffer impacts NA NA 6i. Comments: Page b of 11 PCN Form -Version 1.3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed. impacts in designing project. Proposed impact is for stream restoration and culvert removal via a phased construction sequence. Wetland and water impacts are minimized for the smallest footprint consist with a stable sandbed stream restoration profile. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Temporary pump around and sediment and erosion control measures shall installed to minimize water quality effects during construction. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ? Yes ® No 2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps 2c. If yes, which mitigation option will be used for this project? ? Mitigation bank ? payment to in-lieu fee program ? Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity. 3c. Comments: 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: 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. Page 7 of 11 PCN Form - Version 1.3 December 10, 2008 Version Page 8 of 11 PCN Form -Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No within one of the NC Riparian Buffer Protection Rules? 1b. If yes, then is a diffuse flow plan included? If no, explain why. ? Yes ? No Comments: 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 0% 2b. Does this project require a Stormwater Management Plan? ? Yes ® No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: No increase in impervious area 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: ? Certified Local Government Who will be responsible for the review of the Stormwater Management Plan? 2e ? DWQ Stormwater Program . ? DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? ? Phase II ? NSW 3b. Which of the following locally-implemented stormwater management programs ? USMP apply (check all that apply): ? Water Supply Watershed ? Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No attached? 4. DWQ Stormwater Program 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 ? Yes ? Na attached? 6. 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 11 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? 1b. 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)? 1c. 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: 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 2B.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. 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 11 PCN Form - Version 1.3 December 10, 2008 Version S. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ? Yes ® No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No impacts? El Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ? Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? www.fws.gov 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? hftp://ocean.floddamadne.org/efh-coral/ims/viewer.htm 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? www.hpo.dcr.state.nc.us 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: 8c. What source(s) did you use to make the floodplain determination? www.ncfloodmaps.com Mr. Graham T. Moore Mr. Gregory G. Bean ?R /b m Applicant/Agent's Printed Name Applicant/Agent's Signature (Agent's signature Is valid only if an authorization letter from the applicant Date is provided.) Page 11 of 11 PCN Form -Version 1,3 December 10, 2008 Version APR -9i( v? MCKIM&CREVD- CMP Removal from Abandoned Railroad Bed At Tank Creek February 15, 2010 MCE#: 03225-0004 (48) PREPARED FOR: WHITE HAWK/TODD P.O. BOX 795 SPRING LAKE, NC 28390 OFFICE (910) 436-8626 PREPARED BY. McKIM & CREED, P.A. 1730 VARSITY DRIVE, SUITE 500 RALEIGH, NC 27606 OFFICE: (919) 233-8091 FAX: (919) 233-8031 FT, BRAGG, FAYETTEVILLE, NC I , . Wetland Delineation for CMP Removal for Abandoned Railroad Bert at Tank Creek February, 2010 1.0 Introduction This report provides a description of wetlands identified by McKim & Creed on a site visit on October 1, 2009 to the CMP Retnoval for Abandoned Railroad Bed at Tank Creek. The project site is located near the intersection of Longstreet Road and W Luzon Drive in FT Bragg, Fayetteville, NC. Upstream of the project area lies a wetland which has been delineated by Fish and Wildlife Service (from now on referred to as FWS) as PSS4A; see Exhibit #1. Downstream of the project area lies a wetland also delineated by FWS as a PFO1Ad. The conservation of wetland and stream resources is a significant component of land development and an essential element of sound land stewardship. The wetland/stream at the CMP Retnoval site is protected as follows: Section 404 of the Federal Clean Water Act prohibits the discharge of dredge or fill material in waters of the United States without authorization from the U. S. Army 2 Wetland Delineation for CMP Removal for Abandoned Railroad Berl at Tank Creek Febrnaty, 2010 Corps of Engineers. Section 10 of the Federal Rivers and Harbors Act of 1899 prohibits the obstruction or alteration of navigable waters of the United States without a Corps permit. This means that no activity can occur in wetlands or streams without Corps permission. The first step in obtaining approval for activities that may impact wetlands and streams is the accurate delineation of wetland and stream resources. This report provides information needed by land planners, engineers, landscape architects, and federal, state and county environmental regulators to insure the proper and legal conservation of these resources. Wetlands and streams are dynamic natural systems that change in size and function over time. The legal limits to the resources should not be considered defined until the Army Corps of Engineers (ACE) has inspected the delineation and an official letter has been received recognizing this delineation as accurate and complete. The length of time this delineation is considered valid will be defined in the approval letter and is usually five years. 2.0 Methods The following definition of wetlands is the regulatory definition used by the U.S. Environmental Protection Agency and the ACE in non-agricultural areas: "Those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas". Three criteria must be satisfied for an area to be determined wetlands: • Vegetation must be present which has the ability to grow, effectively compete, reproduce, and/or persist in saturated soil conditions. + Hydric soils must be present as defined by indicator characteristics of prolonged anaerobic and saturated conditions. • Hydrology must be present which results in periodic inundation or prolonged saturation of the biologically active portion of the soil. The procedure used to delineate wetlands at the site is defined in the Interim Regional Supplement to the Corps of Engineers Wetland Delineation Manalal: Atlantic and Gulf Coastal Plain Region (Wetland Regulatory Assistance Program, 2008). Available data on 3 Wetland Delineation for CMP Removal for Abandoned Railroad Bed at Tank Creek February, 2010 hydrology, soils, vegetation, and land use was obtained in various formats including GIS and or online data servers; this data was obtained from various agencies. Detailed soils descriptions were taken from the Soil Survey of Cumberland County, North Carolina. National Wetland Inventory Maps were also utilized (see Exhibit 1) as well as an on site inspection. The site is located in the Ira-ter Coastal Plain (LRR-P). Field inspection of the property was conducted on October 1, 2009 during fair weather. Observations were made in the field to identify any atypical conditions such as artificial disturbances that may have influenced the presence of hydric soils or vegetation. Representative observation areas were selected based on field judgment to determine limits based on hydraulic gradient, plant community change, and obvious physical topographic changes. Probable wetland areas were physically probed for the presence of hydric soils. These soils were tested and deemed hydric or non-hydric based on field observation per page 32-39 of the ACE Interim Regional Supplement (See photo below). Vegetation, soils, and hydrology were examined at each of five (5) observation areas indicated as WB-01 to WB-05, see Appendix B for Data Sheets. WB-01 was located upstream of the culvert in an area previously delineated by others as a wetland. WB-02 thru WB-05 were located downstream of the culvert and are used as data for wetlands as shown on exhibit entitled "Wetland Delineation at Railroad Bed near Longstreet Road." The limits of wetlands were defined by placing sequentially pink flags along the outer limit of the wetlar boundary. Dominant plant species at each observation point are described in the data sheets under Appendix A. Indicator status was assigned as defined in the National List of Plant Species That Occur in Wetlands (Environmental Laboratory, 1987). Hydrophytic vegetation was determined to be present when more than fifty percent of the dominant species had an indicator status of obligate, facultative wet, or facultative, according to the "50-20" rule. The prevalence index was also used to determine if hydrophytic vegetation is present, methodology is described on page 25 of the ACE Draft Regional Supplement. The 4 Photo 3: (WB-02 Hydric Soit indicator S6) Wetland Delineation for CMP Removal for Abandoned Railroad Bed at Tank Creek Februanj, 2010 prevalence index is a value which shows the prevalence of hydrophytic vegetation the range is from 1 to 5, a value of 3 or less indicates hydrophytic vegetation is present. Shallow soil excavations were made to a depth of 24 inches or refusal to determine if hydric soil characteristics were present. Indicators of frequent flooding or prolonged saturation which were searched for included the presence of organic soils, histic epipedons, sulfic material, aquic or peraquic moisture regimes, and soil colors that were gleyed or had a matrix chroma of two or less. Indicators of wetland hydrology which were searched for included visual observation of soil satiation, water marks, drift lines, sediment deposits, and drainage patterns. The vegetation, soil, and hydrologic features documented were used to characterize wetlands according to the U. S. Fisli and Wildlife Service Classification of Wetlands and Deep Water Habitats, (Cowardin, 1979) as well as the North Carolina Division of Coastal Management (DCM) Wetland Mapping in Coastal North Carolina (1999). 3.0 Results Wetland (adjacent to a PSS4A, PFO1Ad, and RPM The wetland lies at the base of a fairly steep bluff tapering down from a railroad bed, the area then flattens out into a flat floodplain area which meets all three ACE criteria; obvious hydrologic support, a dominant hydrophytic plant community and obvious hydric soils, see Photo 2. This wetland area is abutting Tank Creek which is considered a Relatively Permanent Waters (RPW). This area is dominated by loblolly pine (Pinlts taeda), Chinese Privet (Ligustrurn sinense), Sweet Bay (Magnolia virginiana), and other tree species within a sluggish backwater area between the culvert tinder the abandoned railroad bed and a culvert under Longstreet Road. 5 Wetland Delineation for CMP Removal for Abandoned Railroad Bed at Tank Creek February, 2010 Perennial Stream (RPW) Tank Creek is assessed as being perennial based on the NC Division of Water Quality Stream Identification Form. As seen from the photos within Appendix B there is a high abundance of a photo algae, which identifies this stream holds water for significant portions of the year. This reach was scored at 48.8 points in the downstream portion below the railroad bed and culvert, per the North Carolina Division of Water Quality Stream Identification Form (see Appendix B); a score between 20 and 29 is considered an indication of an intermittent stream (<=19 is ephemeral, >=30 is considered perennial). The USACE Stream Quality Assessment worksheet was also conducted were this reach received a score of 61. Therefore both methods yield perennial scores based on the field assessment. 4.0 Conclusion Five wetland test points (WB's) were conducted to verify limits of wetlands; location of WB's are shown on the exhibit titled "Wetland Delineation at Railroad Bed near Longstreet Road." and data for each can be found in Appendix A as recorded on ACE Routine Wetland Determination data forms (Appendix B). As a conservative approximation of the boundary the top of bank line was used for the platting of the wetland boundary. In the previous section, jurisdictional wetlands located on the Fort Bragg Culvert Replacement Project site property are defined. The limits of wetland resources should be confirmed by the ACE prior to proceeding with plans to impact this site if impact will be close to or within the flagged wetland limits. We strongly recommend minimizing wetland and stream disturbance to the greatest extent possible, 5.0 Project Purpose 6 Wetland Delineation for CMP Removal for Abandoned Railroad Bed at Tank Creek Febmary, 2010 This project involves the removal of an existing collapsed corrugated metal pipe, located under an abandoned railroad bed. After removing the culvert the project encompasses a variety of stream restoration methodologies to mimic per existing conditions before the railroad bed existed. The design team has selected a Rosgen Type 1 restoration in order to establish an adequate floodplain to deposit sediment, dissipate energy, and provide habitat. 7 Wetland Delineation for CMP Removal for Abandoned Railroad Bed at Truk Creek Februanj, 2010 APPENDIX A 100 Scale Map 500 Scale Map Wetland and Waters of the US Impact Exhibit Wetland Delineation Map (Survey Plat) Soil Map Information APPENDIX B Photos NCDENR DWQ/USACE Stream Determination Forms 8 t Tv ?" ..;, ^?. •! ? • yam, M . 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D La st NNW, GAMppaE1- ? ?? ? °z 0 w LWY U V Y w w !C Z U ? Y .J 4 LL. K O N Ra ` M Im U 'N. 0. ? o u 00 sq mcr w N?OC?I Q??r =aZ4i rybv Q lS? 'Q. sOS r z w Non a Q a a 0 410 ? % o a ilk, 1 ., JJ3_ + aa:?;j N 1 a 9 Soil Map-Cumberland County, North Carolina (Tank Creek) 35' 8'49' 35' 814" 680000 680050 680,100 680150 680200 680250 680300 R. x ? - ' o s :C'4 4 M _ i ,? ` '• if o A„' 'Ak #4 n' Awl 44 [ R w 4k, t' -00 07 ? +[: a ?• °•? ? ? ? ? m 680000 680050 680100 680150 680200 68060 680300 35' 8'49" 35° 8'34' N Wp Scale: 12,130 V pdnted on A size (8.5" x 11") sheet. r Meters N 0 20 40 80 120 A ====Feet 0 50 100 200 300 USDA Natural Resources Web Soil Survey 2/212010 11 c,, ... pans 1 of 3 m c O m U t r 0 z C N UU c c m tm .n E mm 2 a N C) 0 O y r o E m (D r y N u'O 3c$ _ 0) U) :3 a) N O m a) O C L -D U N t? C 0 C Ql E y O. O N d i n. w c0 V U N •y d 0 r m N r `. m y y 00 F. in d y N Z z z 0 C) oo c3 E a 3 Co 00z Q ?N al O E U cw r m e Q ?0 Z j o a La ootg< vu Q m 2 aI a) U '> LL o m e 0 z 0 3 co o E T? ,O y O a) a N E O = c CL a7 c E m n. O d 4) 0 - d m .D d m Q C o 15 ? vc :3 3 , OL G y M ? d .O r y m m -? U to 1?.. y m.0 a d= m o O M n d z d N B m O OI V C M y C H Q. >, n co 0m7 O °O M 0 o c m ?N v m m c° c N N ` ?` U d 3 c y m .0 n m a ° m ov o a y o c o T rt' y Z, U N N w 2a? U o o'a?m r 00 0c°o o 'o? m LEomE E- a E cn U E- cn U o i-- u .E o IA N O C m ° ° co ?c a cn N C O N N « N a O O O O. A U) N a O LL T O y ` N 8 C my me' N , O Ia d L L c '? d f0 OU > O cc (9 O U O in o ZS 2 7 °m' « m e LL u 0 „ H a a 0 c w en O p a V a 3 ? W J Q o Q o m N G yy N y !; ° c 4 O m O Oa O` - CL M CL U) to O O .O. O O W _a O m p m d O d > , - o O m .? ° to fn ? ° y to g (n d° q? LL 3 >. vmi °? °? 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O N U a ?U C m z O y 2 Qf 7 N O C 0 a"A ?d U! 7 O A zu L?I S Soil Map-Cumberland County, North Carolina Map Unit Legend Tank Creek Cumberland County, North Carolina (NC051) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI BaB Blaney loamy sand, 2 to 8 percent 3.9 zu.tf% slopes ------..---- -- - ----- -------- - - --- --- - ---- - BdD -- Blaney-Urban land complex, 8 to 15 5.5 29.2°% o percent slopes JT Johnston loam 7.0 37.0%' WgB Wagram-Urban land complex, 0 to 8 2.5 13.0% percent slopes ------- --------------- - - --- - -- ---- Totals for Area of Interest --------.. 18.9 100.0% Natural Resources Web Soil Survey 2!2/2010 Conservation Service National Cooperative Soil Survey Page 3 of 3 and Hoke Counties, North Carolina The BAg horizon, where present, has hue of 10YR, =value of 5 through 7, and chroma of 1 or 2. Few to common yellow and brown mottles are present in some !;pedons. The BAg horizon is loam or silt loam. The Btg =horizon has hue of 1OYR, value of 5 to 7, and chroma of 1 or 2. Mottles are in shades of yellow, brown, or red. The Btg horizon is clay loam or loam. The BCg horizon is similar to the Big horizon in color and texture. It is gray and contains yellow, brown, and red mottles in most pedons. It is variable In texture. It consists of layers of sand, sandy loam, sandy clay loam, silty clay loam, or clay. Johnston Series The Johnston series consists of vary poorly drained soils that formed in loamy, stratified fluvial sediment on flood plains along streams. This soil is on the Coastal Plain. Slope Is less than 2 percent. Typical pedon of Johnston loam, in Cumberland County, Is approximately 8 miles southeast of Fayetteville, 0.2 mile west of the Intersection of State Road 2018 and State Road 2019 along State Road 2018, and 100 feet north of the road; A--O to 42 Inches; very dark gray (10YR 3/1) loam; weak fine granular structure; friable, strongly acid; clear wavy boundary. ACg-42 to 52 inches; dark grayish brown (10YR 4/2) sandy loam; massive; friable; strongly acid; clear wavy boundary. Cg--52 to 80 inches; light brownish gray (10YR 6/2) sand; lenses and pockets of loamy sand and sandy loam; single grained; loose; very strongly acid. The loamy horizon is 24 Inches to more than 50 inches deep to stratified deposits of the Coastal Plain. Reaction Is verystrongly acid or strongly acid throughout. The A horizon has hue of 10YR, value of 3, and chroma of 1 or 2 or value of 2 and chroma of 1. The ACg horizon, where present, has hue of 10YR, value of 4, and chroma of 1 or 2. It is sandy loam, loamy sand, or loamy fine sand. The Cg horizon has hue of 10YR, value of 4, and chroma of 1 or 2 or value of 6 and chroma of 2. It is sandy loam, loamy sand, or sand. Layers of sandy clay loam or clay loam are present In some pedons, Kaimia Series ' The Kalmla series consists of well drained soils that formed in sandy fluvial sediment on terraces of Lower Little River and Rockfish Creek. Slope ranges from 0 to 2 percent. Typical pedon of Kalmla loamy sand, 0 to 2 percent slopes, In Cumberland County, about 5 miles south of Fayetteville on U.S. Highway 301, 2.5 miles east on 81 State Road 2220, 0.2 mile northwest along farm road, and 100 feet south of road: Ap--O to 9 Inches; dark grayish brown (10YR 4/2) loamy sand; weak fine granular structure; very friable; common fine roots; slightly acid; abrupt smooth boundary. E--9 to 14 Inches; light yellowish brown (2.5Y 6/4) loamy sand; weak fine granular structure; very friable; few fine roots; slightly acid; clear wavy boundary. Bt--14 to 34 Inches; yellowish brown (10YR 5/6) sandy clay loam; weak medium subangular blocky structure; friable; few fine flakes of mica; very strongly acid; gradual wavy boundary. C1---34 to 38 Inches; tight yellowish brown (2.5Y 6/4) loamy sand; weak fine granular structure; very friable; common medium pockets and lenses of light gray (10YR 7/1) clean sand'grains; few fine flakes of mica; very strongly acid; clear wavy boundary. C2--38 to 60 Inches; brownish yellow (10YR 6/6) sand; single grained; loose; few fine flakes of mica; common fine red and pink opaques; very strongly acid. The sandy and loamy horizons are 20 to 40 inches deep to stratified deposits along streams. Reaction is very strongly acid through medium acid in all horizons, except where the surface has been limed. The Ap or A horizon has hue of 10YR, value of 4 through 6, and chroma of i or 2. The E horizon has hue of IOYR, value of 5 through 8, and chroma of 3 or 4, or it has hue of 2.5Y, value of 6, and chroma of 4. The St horizon has hue of 10YR, value of 5 or 6, and chroma of 4 through 8; or it has hue of 7.5YR, value of 5, and chroma of 6 through 8. It Is sandy clay loam or sandy loam. The C horizon Is sand or loamy sand. Few to common, fine and medium pebbles are present In some pedons. Kenansville Series The Kenansville series consists of well drained soils that formed in loamy, fluvial sediment on terraces along Lower Little River and Rockfish Creek. Slope ranges from 0 to 3 percent. Typical pedon of Kenansville loamy sand, 0 to 3 percent slopes, In Cumberland County, about 5 miles south of Fayetteville on U.S. Highway 30f, 3 miles east along State Road 2220, and 50 feet south of road; Ap--O to 8 Inches; grayish brown (10YR 5/2) loamy sand, weak fine granular structure; very friable; few fine roots; slightly acid; clear smooth boundary. ' E--8 to 24 inches; very pale brown (10YR 7/3) loamy sand; weak fine granular structure; very friable; few fine roots; strongly acid; clear wavy boundary. WETLAND DETERMINATION DATA FORM -Eastern Mountains and Piedmont . -, ProJect/site: Fort Bragg Culvert Replacement City/County: Ft Bragg / Cumberland Sampling Date: 10/1/09 State: NC Sampling Point: WB-01 Applicant/Owner Investigator(s): J. Hinkle & D. Hyatt Section, Township, Range: Ft. Bragg Landform (hillsiope, terrace, etc.): Floodplain Bench Local relief (concave, convex, none): Concave Slope (•h): s Let: 35 ° 08'44.09" N Long: 79 01' 19.42" W Datum: Johnston Loam NWI classification: Hydric Soft Map Unit Name: Are climatic / hydrologic conditions on the site typical for this time of year? Yes K No (if no, explain in Remarks.) Are Vegetation , Soil or Hydrology significantly disturbed? Are 'Normal Circumstances' present? Yes No K Are Vegetation , Solt , or Hydrology naturally problematic? (if needed, explain any answers in Remarks.) et 1RXRfiAZ2v nC Cikir%jMr-Q _ Affarh clfe man showina sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes K No Is the Sampled Area Hydric Soil Present? Yes K No within a Wetland? Yes K No Wetland Hydrology Present? Yes K No Remarks: WB-01 is located in an area previously delineated as a wetland by others. Soils not strongly hydric. v??.r_•rw•r?nt,t t t.... ?+wiwr.HFin n?men of nlartfs- Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 100 x 100 ) / Cover_ Specie s?_ t u Number of Dominant Species 8 1_ Loblolly (Pin us taeda) s0 Yes PAC That Are OBL, FACW, or FAC: (A) 2. Black Willow (Salix nigra) 20 Yes 4BL Total Number of Dominant s 3 Species Across All Strata: (B) 4• Percent of Dominant Species o 100% 5. (A/B) That Are OBL, FACW, or FAG: 70% l Cover =T t ub Stratum (Plot size: 100 x 100 ) li Sh S a o Prevalence index worksheet: r an n Chinese Privet (Lfqustrum sinense) i 30 Yes PAC Total % Cover of: Multioty by: _ L , OBL species L x 1 = 2. - ^. __ . FACW species 0 x2= 3 FAC species 3 _ x 3 = 9 d. FACU species U x d = _ 5 30 =Total Cover UPL species ? x 5 = , }ierb Stratum (Plot size: 100 lOO ) Column Totals: 8 (A) 11 (e) t. Swamp Milkweed (Asclepia incarnata) _ 10 Yes OBL 2 2 Goldenrod (Chrysoma pauciflosculosa) 20 Yes FAC . Prevalence Index = B/A = 2. - _ Hydrophytic Vegetation Indicators: 3 K Rapid Test for Hydrophytlo Vegetation 4 X Dominance Testis >50% . 5. - Prevalence Index is 53.0' K . 6. _ Morphological Adaptations' (Provide supporting 7 data in Remarks or on a separate sheet) ?--- Problematic Hydrophytic Vegetation' (Explain) 9. 9. 10. -? 'Indicators of hydric soli and wetland hydrology must 30 =Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: 100 x 100 t• Kudzu (Puera) 20 Yes Hydrophytic English Ivy (Hedera helix) 2 30 Yes Vegetation Present? Yes X No so = rotas cover Remarks: (Include photo numbers here or on a separate sheet.) _ Ulilron;4U e-f- &Ani infains and Piadmnnt - Pear-Review Draft 6-25-2008 SAIi WB-01 Sampling Point: Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of Indicators.) Depth Matrix (inches) Color (moist) % Redox Features Color (moist) _ % as hoc! Texture Remarks 0-24 2.6Y 4/3 70 SYR 4/6 30 C PL sandy roam 'Type: C=Concentration, D=De letion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. Location: PL=Pore Lin , M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils : Histosol (Al) _ Dark Surface (87) _ 2 cm Muck (A10) (MLRA 147) Histic Epipedon (A2) _ Polyvalue Below Surface (S8) (MLRA 147,148) _ Piedmont Floodplain Soils (F19) - Black Histic (A3) _ Thin Dark Surface (S9) (MLRA 147,148) (MLRA 136,147) _ Hydrogen Sulfide (A4) . .-- Loamy Gieyed Matrix (F2) _ Red Parent Material (TF2) ._ - Stratified Layers (A5) a Depleted Matrix (F3) Very Shallow Dark Surface (TF12) _ _ 2 cm Muck (A10) (LRR N) - Redox Dark Surface (F6) r Other (Explain In Remarks) _... Depleted Below Dark Surface (A11) _ Depleted Dark Surface (F7) Thick Dark Surface (A12) X Redox Depressions (F8) - Sandy Sandy Mucky Mineral (S1) (LRR N, _ Iron-Manganese Masses (F12) (LRR N, MLRA 147,148) Sandy Gleyed Matrix (84) - MLRA 136) - Umbria Surface (F13) (MLRA 136,122) Indicators of hydrophytic vegetation and Sandy Redox (S5) - -__. Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, Stripped Matrix (S6) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes X No Remarks: See Photo 01 NY115ROLOGY Wetland Hydrology Indicators: econda Indicators (minimum of two required) Primary Indicators (minimum of one Is reguired• che ck all that apply) - Surface Soil Cracks (86) _ Surface Water (Al) - True Aquatic Plants (814) _ - Sparsely Vegetated Concave Surface (138) _ High Water Table (A2) r Hydrogen Sulfide Odor (Cl) - Drainage Patterns (1310) Saturation (A3) i Oxidized Rhizospheres on Living Roots (C3) _ Moss Trim Lines (1316) X Water Marks (81) Presence of Reduced Iron (C4) - Dry-Season Water Table (C2) X Sediment Deposits (132) _ Recent Iron Reduction in Tilled Soils (C6) _ „_- Crayfish Burrows (C8) X Drift Deposits (133) r Thin Muck Surface (C7) - Saturation Visible on Aerial Imagery (C9) _ Algal Mat or Crust (134) Other (Explain in Remarks) -. ._ Stunted or Stressed Plants (DI) _ Iron Deposits (a5) _ Geomorphic Position (D2) Inundation Visible on Aerial Imagery (137) _ Shallow Aquitard (133) _ X Water-Stained Leaves (89) _ Microtopographic Relief (D4) -_ Aquatic Fauna (813) .- .- FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes K No Depth (inches): > 2011 Saturation Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes X No Includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: . .__ _ . ____ _. ?__,___._ ,.- ,•,?s,sa M,,. ,, wilion44.?^ Eastern Mountains and Piedmont -Peer-Review Draft 6-25.2009 WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Project/Site: Fort Bragg Culvert Replacement City/County: Ft. Bragg / Cumberland Sampling Date: 10/1/09 Applicant/Owner: State: NC Sampling Point: WB-02 Investigator(s): J. Hinkle & D. Hyatt Section, Township, Range: Ft. Bragg Landform (hiilslope, terrace, etc.): Floodplain Bench Local relief (concave, convex, none): Concave Slope Let: 35 08' 44.09" N Long: 79 O F 19.42W Datum: Soil Map Unit Name: Johnston Loam NWI classification: Hydric Are climatic 1 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? Ara "Normal Circumstances' present? Yes >< No Are Vegetation 1K , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts, important features, etc. Hydrophytic Vegetation Present? Yes >{ No Is the Sampled Area Hydric Soil Present? Yes K No within a Wetland? Yes X No Wetland Hydrology Present? Yes K No Remarks: See Narrative VEGETATION - Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 100 x 100 ) % Cover Species? Status Number of Dominant Species 3 Red Maple (}icerrubrum) 80 Yes -FAC That Are OBL, FACW, or FAC: (A) 2. - Total Number of Dominant 3 3. Species Across All Strata: (B) Percent of Dominant Species c 100% 5. (A/B) That Are OBL, FACW, or FAC: 70% =Total Cover Sapling/Shrub Stratum (Plot size: i00 x 100 ) Prevalence Index worksheet: 1. Sweet Bay (Magnolia yirginiana) 30 Yes FACW Total % Cover of: Multiply by:._..._ 2, Chinese Privet (Unqustrum sinense) 20 Yes FAC OBL species 0 x 1 = 3. FACW species 1 x 2 = 2 4. X3= FAG species l 5. FACU species U x4= 50 = Total Cover UPL species 0 X5= Herb Stratum (Plot size: ) Column Totals: 3 (A) 8 (B) 1. 2 _._ Prevalence Index = B/A - 2.67 3 Hydrophytic Vegetation Indicators: 4 _ Rapid Test for Hydrophytic Vegetation 5 K Dornlnance Test is >50% 6 X Prevalence index is s3,0' y _... Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) ' 9 (Explain) _ Problematic Hydrophyfic Vegetation . 10, 'indicators of hydre still and wetland hydrology must = Total Cover be present, unless disturbed or problematic. .t?iY Vine Stratum (Plot size: 1. - -- Hydrophytic 2. Vegetation K No Present? Yes = Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Vegetation "problematic" due to limited herb stratum. See Photo 4, ILI A.M...._. ,. wil?on04F am- Eastern Mountains and Piedmont - Peer-Review Draft 6-25-2009 SOIL WB-02 Sampling Point: 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 (motstZ___ % Tvpe Loci Texture _ Remarks Surface 2.5 Y 8/2 100 Fine Sand 0-18" 2.5 Y 6/3 95 SYR 5/8 5 Sandy Loam 'Type: C=Concentration, D=De letlon, RM=Reduced Matrix, CS=Covered or Coated Sand Grains, 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils': - Histosol (Al) _ Dark Surface (S7) - 2 cm Muck (A10) (MLRA 147) _ Histic Eplpedon (A2) _„_ Poiyvalue Below Surface (S8) (MLRA 147, 148) - Piedmont Fioodplain Soils (1719) _ Black Histic (A3) r,-, Thin Dark Surface (S9) (MLRA 147,148) (MLRA 136,147) _... Hydrogen Sulfide (A4) - Loamy Gieyed Matrix (F2) .-. Red Parent Material (TF2) Stratified Layers (A5) r - Depleted Matrix (F3) ..-.- Very Shallow Dark Surface (TF12) 2 cm Muck (Alt)) (LRR N) - - Redox Dark Surface (F6) - Other (Explain in Remarks) Depleted Below Dark Surface (A11) ` - Depleted Dark Surface (F7) _ Thick Dark Surface (A12) - Redox Depressions (F8) Sandy Mucky Mineral (S1) (LRR N, _ Iron-Manganese Masses (F12) (LRR N, MLRA 147,148) MLRA 136) .,-.- Sandy Gleyed Matrix (S4) r Umbric Surface (1713) (MLRA 136,122) 31ndicators of hydrophytic vegetation and Sandy Redox (S5) - Piedmont Floodplain SoNs (1719) (MLRA 148) wetland hydrology must be present, K Stripped Matrix (S6) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes K No Remarks: Redox features present; see photos 02 and 03. HYDROLOGY Wetland Hydrology Indicators: conch Indicators (minimum of two reouired) Primary Indicators (minimum of one is required: che ck all that anolv) - Surface Soll Cracks (136) _ Surface Water (Al) True Aquatic Plants (814) _ Sparsely Vegetated Concave Surface (88) _ High Water Table (A2) _ Hydrogen Sulfide Odor (Cl) _ Drainage Patterns (Bit)) _ Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) , _ Moss Trim Lines (816) _ Water Marks (Bi) ? . Presence of Reduced Iron (C4) _ Dry-Season Water Table (C2) K Sediment Deposits (132) _ Recent Iron Reduction In Tilled Soils (C6) _ Crayfish Burrows (C8) X Drift Deposits (83) Thin Muck Surface (07) _ Saturation Visible on Aerial Imagery (C9) r Algal Mat or Crust (84) Other (Explain in Remarks) _ Stunted or Stressed Plants (D1) K Iron Deposits (85) _ Geomorphic Position (02) _ Inundation Visible on Aerial Imagery (67) Shallow Aquitard (D3) Water-Stained Leaves (89) Microtopographic Relief (134) Aquatic Fauna (B 13) _. , FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No ! Depth (inches): Water Table Present? Yes K No Depth (Inches): 24" Saturation Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes K No,,,,_ includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), If available: Remarks: US Army Corps of Engineers Form Created by: (,.0*9kej <0fv ?w Eastern Mountains and Piedmont - Peer-Review Draft 6-26.2009 WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Project/site: Fort Bragg Culvert Replacement City/County: , Ft. Bragg / Cumberland _ sampling Date: 10/1/09 Applicant/Owner: State: NC Sampling Point: WB-03 Investigator(s): J. Hinkle & D. Hyatt Section, Township, Range: Ft. Bragg Landform (hillslope, terrace, etc.): Hill Slope Local relief (concave, convex, none): Convex Slope (%): 8 Lat: 38 ° 08' 44.09" N Long: 79"01' 19.42"W Datum: Soll Map Unit Name: Johnston Loam NWI classification: Hydric Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (if no, explain in Remarks.) Are Vegetation Sol , or Hydrology significantly disturbed? Are 'Normal Circumstances" present? Yes No K Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes No K within a Wetland? Yes No K Wetland Hydrology Present? Yes No K Remarks: See Narrative VEGETATION - Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 100 x 100 ) % Cover S t s? ? Status - Number of Dominant Species 8 1, Loblolly (Pines taeda) 60 Yes PAC (A) That Are OBL, FACW, or FAC: 2. Tulip Poplar (Liriodendron tulipifera) 10 No FAC Total Number of Dominant 3, Red Maple (Acer rubrum) 20 Yes FAC Species Across All Strata: 8 (13) Water Oak (Quercus nigra) 4 8 No FAC . Percent of Dominant Species 100% 5. - That Are OBL, FACW, or FAC: (AIS) 95 = Total Cover Sapline/Shrub Stratum (Plot size: 100 x 100 ) Prevalence Index worksheet: 1, Sweet Bay (Magnolia virginiana) 30 Yes FACW Total % Cover of: Multiply by, 2, Chinese Privet (Unqustrum sinense) 20 Yes PAC OBL species 0 x 1 = U 3, FACW species 1 x2= L 4. FAC species IS x3- 5. FACU species U x4= 30 = Total Cover UPL species 0 _ x 5 = Herb Stratum (Plot size: 100 x 100 ) Column Totals: (A) 20 (B) 1 American Holly (flex opaca) 20 Yes FAC , 2 Y Prevalence Index = B/A = 2.9 3 Hydrophytic Vegetation Indicators: 4 _ Rapid Test for Hydrophytic Vegetation 5. X Dominance Test is >50% 6 !C Prevalence index is <3.0' 7 Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) 8. . Problematic Hydrophytic Vegetation (Explain) 9 10. - - drolo must tl il d d h f h d i ' t gy an we an y y r ors o c so Indica 20 = Total Cover be present, unless disturbed or problematic. Woody Vine Stratum (Plot size: ) 1. Hydrophytic 2 Vegetation )C No Present? Yes =Total Cover Remarks: (Include photo numbers here or on a separate sheet.) See Photo 06 US Army Corps of Engineers Form Created by: koiav;cld iolv?uk?r+s Eastern Mountains and Piedmont - Peer-Review Draft 6-25-2009 WB-03 SOIL Sampling Point: 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} 3b Type Loc Texture Remarks Surface 2.8Y 8/2 100 fine sand 0-24" 10YR 8/4 100 med sand 'Type: C=Concentration, D=De let€on, RM=Reduced Matrix, CS=Covered or Coated Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils : Histosol (Al) - Dark Surface (S7) .-- 2 cm Muck (A10) (MLRA 147) Histic Epipedon (A2) - Polyvalue Below Surface (S8) (MLRA 147,148) r Piedmont Floodplain Soils (F19) _ Black Histic (A3) _ Thin Dark Surface (S9) (MLRA 147,148) (MLRA 136,147) Hydrogen Sulfide (A4) - Loamy Gieyed Matrix (F2) - Red Parent Material (72) Stratified Layers (A5) -_. Depleted Matrix (F3) _ Very Shallow Dark Surface (TF12) 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) ___- Other (Explain In Remarks) Depleted Below Dark Surface (All) r - Depleted Dark Surface (F7) Thick Dark Surface (A12) - _ Redox Depressions (F8) Sandy Mucky Mineral (S1) (LRR N, _.. iron-Manganese Masses (F12) (LRR N, MLRA 147,148) MLRA 136) Sandy Gieyed Matrix (S4) - .--.. Umbric Surface (F13) (MLRA 136,122) 3Indicators of hydrophytic vegetation and Sandy Redox (S5) " Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, _ Stripped Matrix (86) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): x Hydric Solt Present? Yes No Remarks: See Photo 05 HYDROLOGY Wetland Hydrology Indicators: S econdary indicators (mlrJmum of two reaulred) Primary Indicators ),minimum of one Is ranuired: che ck all that apply) - Surface Soil Cracks (136) _ Surface Water (Al) - True Aquatic Plants (B14) - Sparsely Vegetated Concave Surface (138) High Water Table (A2) -_- . Hydrogen Sulfide Odor (Cl) - Drainage Patterns (1310) Saturation (A3) - Oxidized Rhizospheres on Living Roots (C3) _ Moss Trim Lines (816) K Water Marks (81) - Presence of Reduced Iron (C4) - Dry-Season Water Table (C2) X Sediment Deposits (82) r Recent Iron Reduction in Tilled Solis (C6) _ Crayfish Burrows (C8) _ Drift Deposits (133) - Thin Muck Surface (C7) - Saturation Visible on Aerial Imagery (C9) ,-,,,, Algal Mat or Crust (84) _ Other (Explain in Remarks) _ Stunted or Stressed Plants (D1) -_. Iron Deposits (86) . _-. Geomorphic Position (D2) - Inundation Visible on Aerial Imagery (137) _, Shallow Aquitard (D3) _ Water-Stained Leaves (89) _ Microtopographlo Relief (D4) ,_,,,- Aquatic Fauna (813) _ FAC-Neutral Test (135) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes No K Depth (inches): Saturation Present? Yes No K Depth (inches): Wetland Hydrology Present? Yes No X includes capillary frin Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: See Narrative US Army Corps of Engineers Form Created by: E<? g ai Ca t;& y Eastern Mountains and Piedmont - Peer-Review Draft 6.25-2009 WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont ProjectlSite: Fort Bragg Culvert Replacement City/County: Ft. Bra / Cumberland Sampling Date: 10/1/09 Applicant/Owner: State: NC Sampling Point: WB-04 Investigator(s): J. Hinkle & D. Hyatt Section, Township, Range: Ft. Bragg Landform (hillslope, terrace, etc.): Hill Slope Local relief (concave, convex, none): Convex Slope (%): 8 Let: 35'08' 44.09" N Long: 79`01' 19.42"W Datum: Soil Map Unit Name: Johnston hoam NWI classification: Hydric Are climatic / hydrologic conditions on the site typical for this time of year? Yes K No (if no, explain in Remarks.) Are Vegetation , Soil or Hydrology significantly disturbed? Are 'Normal Circumstances" present? Yes K No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, Important features, etc. Hydrophytic Vegetation Present? Yes K No Is the Sampled Area Hydric Soil Present? Yes No !C >t within a Wetland? Yes No Wetland Hydrology Present? Yes No X Remarks: See Narrative VEGETATION - Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: 100 x 100 Tree Stratum {Plot size: ) % Cover Species? Status _ Number of Dominant Species 1, Loblolly Onus faeda) 60 Yes FAC That Are OBL, FACW, or FAC: 5 (A) 2. Tulip Poplar (Liriodendron lulipifera) 10 No FAc 3. Red Maple (Acer rubrum) 20 Yea FAC Total Number of Dominant 5 Species Across All Strata: (B) 4. Water Oak (Quercus nielra) 5 No FAC 5 Percent of Dominant Species 100 (A/B) That Are OBL, FACW, or FAC: 95 =Total Cover SapUna/Shrub Stratum (Plot size: 100 x 100 ) Prevalence Index worksheet: 1, Sweet Boy (Magnolia yirginiana) 30 Yes FACW Total % Cover of, Multiply by: 2. Chinese Privet (Lingustruin sinense) 20 Yea FAC OBL species 0 x t = U 3. - FACW species 1 x2= 2 4. FAC species K x 3 = 15. 5. FACU species U x4= 30 = Total Cover UPL species 0 x5= Herb Stratum (Plot size:.100 x 100 Column Totals: 1 (A) 20 (e) 1. American Holly (Ilex opaca) 20 Yea FAC 2. r Prevalence Index = B/A = 2.6 3. Hydrophytic Vegetation Indicators: 4. Rapid Test for Hydrophytic Vegetation 5. X Dominance Test is >50°% g, ?C Prevalence index is s3.0' 7, _ Morphological Adaptations' (Provide supporting a data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation' (Explain) 9 10. 'indicators of hydric soil and wetland hydrology must 30 Total Cover be present, unless disturbed or problematic. Wotxly Vine Stratum (Plot size: 1. Hydrophytic 2. _ Vegetation X = Total Cover Present? Yes No Remarks: (Include photo numbers here or on a separate sheet.) See Narrative US Army Corps of Engineers Form Created by: (oio'gioj i fuwUny Eastern Mountains and Piedmont - Peer-Review Draft $-25-2009 SOIL WB-04 Sampling Point: Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features finches) Color (moist) % Color (mot 0 % Type Loe Texture Remarks 0-24 MY 6/4 100 sandy loam 24+ 2.8Y 5/3 90 2.SY 3/1 10 C M sandy loam 'Type: C=Concentration, D=De etion RM=Reduced Matrix, C5=Covered or Coated Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils : _ Histosol (Al) Dark Surface (S7) _ 2 cm Muck (A10) (MLRA 147) _ Histic Eplpedon (A2) _ Polyvalue Below Surface (S8) (MLRA 147,148) T Piedmont Floodplain Soils (F19) _ Black Histic (A3) _ Thin Dark Surface (S9) (MLRA 147,148) (MLRA 136,147) .-._ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) - Red Parent Material (TF2) - Stratified Layers (A5) _ Depleted Matrix (173) - Very Shallow Dark Surface (TF12) 2 cm Muck (A10) (LRR N) - _ Redox Dark Surface (F6) - Other (Explain in Remarks) Depleted Below Dark Surface (A11) -,_„ Depleted Dark Surface (F7) Thick Dark Surface (A12) -- Redox Depressions (F8) - Sandy Sandy Mucky Mineral (S1) (LRR N, ._. Iron-Manganese Masses (1712) (LRR N, MLRA 147,148) MLRA 136) Sandy Gleyed Matrix (S4) - - Umbrie Surface (F13) (MLRA 136,122) 'indicators of hydrophytic vegetation and Sandy Redox (S5) ---- Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, _ Stripped Matrix (S6) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No X Remarks: Redox is too deep; see Narrative. See Photo 07. HYDROLOGY Wetland Hydrology Indicators: S econdary Indicators (minimum of two reouired) Primary Indicators (minimum of one Is remilred• che ck all that apply) _ Surface Sol( Cracks (B6) r Surface Water (Ai) True Aquatic Plants (B 14) ` Sparsely Vegetated Concave Surface (B8) - High Water Table (A2) _ Hydrogen Sulfide Odor (C1) .- ._ Drainage Patterns (810) „-,,, Saturation (A3) _ Oxidized Rhizospheres on Living Roots (C3) _ ,,,, Moss Trim Lines (616) _._- Water Marks (BI) _ Presence of Reduced Iron (C4) _ ,,,,, Dry-Season Water Table (C2) - Sediment Deposits (82) _ Recent Iron Reduction in Tilled Soils (C6) ,_ ,,,, Crayfish Burrows (C8) _ Drift Deposits (83) - Thin Muck Surface (C7) _„ Saturation Visible on Aerial Imagery (C9) _ Algal Mat or Crust (84) - Other (Explain in Remarks) _ Stunted or Stressed Plants (D1) _ Iron Deposits (135) Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (87) Shallow Aquitard (D3) _ Water-Stalned Leaves (89) _ M orotopographic Relief (134) ,r„- Aquatic Fauna (1313) _ FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No K Depth (Inches): Water Table Present? Yes No K Depth (inches): Saturation Present? Yes No K Depth (inches): Wetland Hydrology Present? Yes_ No--,E- (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous Inspections), if available: Remarks: See Narrative US Army Corps of Engineers Form Created by: (C010Qiof t ? d+n Eastern Mountains and Piedmont - Pear-Review draft 6-25-2009 WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Project/site: Fort Bragg Culvert Replacement City/County: Ft Bracig / Cumberland Sampling bate: 10/1/09 Applicant/Owner. State: NC Sampling Point: WB-06 Investigator(s): J.Hinkle & D.Hyatt Section, Township, Range: Ft. Bragg Landform (hilistope, terrace, etc.): Hill Slope Local relief (concave, convex, none): Convex Slope (%): Lat: 35 08' 44,09"N Long: 79 " 01' 19.42" W Datum: Soil Map Unit Name: Johnston Loam NWI classification: Hydric Are climatic/ hydrologic conditions on the site typical for this time of year? Yes K No (If no, explain in Remarks.) Are Vegetation , Soll , or Hydrology significantly disturbed? Are 'Normal Circumstances" present? Yes K No Are Vegetation K , Soy , or Hydrology naturally problematic? (If needed, explain any answers In Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes K No Is the Sampled Area Hydric Soil Present? Yes No K within a Wetland? Yes No K Wetland Hydrology Present? Yes No K Remarks: WB-08 outside of wetland limits - used to define wetland line. VEGETATION - Use scientific names of plants. Absolute Dominant Indicator Dominance Test worksheet: Tree Stratum (Plot size: 100 x 100 } % Cover Species? Status Number of Dominant Species 2 1. LoblollyPlne (Pinus faeda) 40 Yes PAC That Are OBL, FACW, or FAC: (A) 2. Tulip Poplar (Liriodendron iulipifera) 30 Yes FAC b f D i Red Male (Acerrubrum) 3. 17 20 No FAC er o om nant 2 Total Num Species Across All Strata: (B) 4. Percent of Dominant Species 100% 5 That Are OBL, FACW, or FAC: (A/B) 90 = Total Cover Sapling/Shrub Stratum (Plot size: Prevalence Index worksheet: 1. Total % Co or of: Multiply by: 2. OBL species x 1 = 3. FACW species x2= 4. FAC species 3 x3-- 5. FACU species x 4 = = Total Cover UPL species x 5 = Herb Stratum (Plot size: ) Column Totals: 3 (A) 9 (B) 1. 2. _ Prevalence Index = B/A - 3-0 - 1 Hydrophytic Vegetation Indicators.- 4. _ Rapid Test for Hydrophytic Vegetation 5. K Dominance Test is >50% 6 K Prevalence Index is 53.0' 7. _ Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) 6 Problematic Hydrophytic Vegetation' (Explain) 9 10. - - 'Indicators of hydric soil and wetland hydrology must W i = Total Cover be present, unless disturbed or problematic. oodv Vina Stratum (Plot s ze: } 1. .. _ _____- Hydrophytic 2. Vegetation Present? Yes No = Total Cover Remarks: (Include photo numbers here or on a separate sheet) See Narrative ukh9 Eastern Mountains and Piedmont - Pear-Revlew Draft 6-25-2009 US Armv Corps of Engineers Form Created by., E<ofw° i r 444 SOIL WB-05 Sampling Point: 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) !/ __ Tyne Laces Texture Remarks 0-18 1OYR 3/4 100 sandy loam 18-24 10YR 6/4 100 sandy loam 'Type: C=Concentration, D=De letion RM=Reduced Matrix, CS=Covered or Coated Sand Grains. location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils : _ Histosol (A1) _ Dark Surface (S7) - 2 cm Muck (A10) (MLRA 147) - Histic Epipedon (A2) ---_ Polyvalue Below Surface (S8) (MLRA 147, 148) _ Piedmont Floodplain Soils (1719) _ Black Histic (A3) _. Thin Dark Surface (S9) (MLRA 147,148) (MLRA 136,147) ._. Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) .-._ Red Parent Material (TF2) Stratified Layers (A5) - _._ Depleted Matrix (F3) ... Very Shallow Dark Surface (TF12) 2 cm Muck (A10) (LRR N) - - Redox Dark Surface (F6) - Other (Explain In Remarks) Depleted Below Dark Surface (Al 1) - Depleted Dark Surface (F7) - Thick Thick Dark Surface (A12) - Redox Depressions (F8) _ Sandy Mucky Mineral (S1) (LRR N, _ Iron-Manganese Masses (F12) (LRR N, MLRA 147,148) MLRA 136) _ Sandy Gleyed Matrix (S4) - Umbric Surface (F13) (MLRA 136,122) 3Indicators of hydrophytic vegetation and _..- Sandy Redox (S5) _.-- Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, _ Stripped Matrix (S6) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Sol[ Present? Yes No >r Remarks: See photo 08. HYDROLOGY Wetland Hydrology Indicators: S econdary Indicators (minimum of two reouired) Primary Indicators (minimum of one Is recuired: check all that apply,), _ Surface Soil Cracks (86) -r Surface Water (Al) _ True Aquatic Plants (1314) Sparsely Vegetated Concave Surface (B8) - High Water Table (A2) Hydrogen Sulfide Odor (Ci) Drainage Patterns (1310) __-. Saturation (A3) _ Oxidized Rhizospheres on Living Roots (C3) ,- ._ Moss Trim Lines (B16) - Water Marks (81) Presence of Reduced Iron (C4) - Dry-Season Water Table (C2) ._. Sediment Deposits (132) _ Recent Iron Reduction In Tilled Soils (C6) _. ,-_ Crayfish Burrows (C8) -._. Drift Deposits (83) __-. Thin Muck Surface (C7) - Saturation Visible on Aerial Imagery (CO) _ Algal Mat or Crust (84) „-,,,, Other (Explain in Remarks) - Stunted or Stressed Plants (131) -._. Iron Deposits (85) + Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (87) _ .. Shallow Aquilard (D3) ,,,,,-, Water-Stained Leaves (B9) - Microtopographic Relief (D4) _ Aquatic Fauna (813) ... ..., FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No K Depth (inches):. Water Table Present? Yes No X Depth (inches): Saturation Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes No K Includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: See Narrative US Army Corps of Engineers Farm Created by: ((01091441 (wa'Am9 Eastern Mountains and Piedmont - Pear-Review Draft 6-25-2009 CHEO UJ-ST Property owner o Name -- Dept of Army - IMCOU, Fort Bragg, NC Gregory Bean'Director of Public Works a Mailing address - 2175 Reilly Rond Stop A, Fort Bragg, NC 28310-5000 o Phone number - (910) 396-4009 a Applicant (if different from property owner): o Name: o Mailing address: o Phone number: • Written authorization from the owner to enter the site. NA Physical site address (road number, town, etc.). Intersection of Long Street & 11YLuzon Drive • Subdivision name and lot numbers. NA • Driving directions to the site from the Wilmington District Office. Reference attached Maptluest printout of directions from the regional offlee to the site Name of nearest named water body to which the site is hyrdologically connected: Tank Creek Name and number of drainage basin. Cape Fear, 18-87-24 4-(1); reference attached stream Index Printout Information • Decidegrees location of the site (available from topozone.com): 35.1450 N, 79.0222" W • Maps o Maps of different scales to provide a zoom-in effect of the site. Reference Included maps and exh/bils wll/t report © Map or property survey that clearly shows the property boundaries. Reference allached survey maps-uo property boundaries (Ft Bragg) • Map of Wetlands and Other Waters. Reference allached report rylll map erlibils. o Soils Map -- Reference map attached for NRCS Soils Map o Aerial Photo -- Reference included fyetdan ds a hiblls with report o USGS Map - Reference included USGS »nap for Fayetteville, NC • Data forms of both upland and wetland data points: Reference allached report and exhiblts for data forms, and 11410 point locations • Name of USGS quad in which the site is found: Fayetteville, NC • Total area (approximate in acres) of the site and of jurisdictional wetlands and waters on site. 10 acres and 3 acres • JD form available at: hgg; /. www.uw.uuceannY.miltUtiands/indmhtml submitted electronically to kimberiv.l.¢arvev ssee.army.mil with project name in the subject line. Reference attached report for appropriate JD form Included o If you have questions, please review the available guidance at: httn://www.jjs=.army mil6m&eowo/re"wa guide/cwa guide.htm or contact me. If a Significant Nexus is required, l will need a map illustrating and labeled of how the waters and wetlands on the site get to a TNW. N/A, reference attached report and mapping • When surveys are submitted, I need at least 4 copies. 2 of then] must be full size and 2 may be reduced. See allacled, 2 fu/l size surveys and 2 haff-scale sizes 'Note. Response to Items above front requestor is Bold and Italicizes! Page 1 of 3 0 Notes ??ou t? . Trip to W Luzon Dr & Longstreet Rd Fort Bragg, NC 28307 104.82 miles - about 2 hours 18 minutes 69 Darlington Ave, Wilmington, NC 28403-1343 ® 1. Start out going NORTH on DARLINGTON AVE toward go 0.1 ml MARKET ST / US-17 OR. a, 2. Turn LEFT onto U8-17 BR 8 / MARKET ST. go 2.8 ml 3. Turn LEFT onto 8 3RD 8T / 08.17 SR. go 0.7 mi 4. Turn RIGHT onto US-17 OR 8 / US-421 N / US-78 W. go 17,1 ml Continue to follow U8-76 W. 1 r 1 ?7J 5. Turn SLIGHT RIGHT onto OLD STAGE RD / NC-87 W. go 30.3 ml Continue to follow NC-87 W. 8. NC-87 W becomes NC-87 BYP N. go 8.8 ml t - 7. NC-87 BYP N becomes NC-87 N. go 35.8 mi 8. Take the BRAGG BLVD / NC-24 / NC-87 N exit. go 01 mi ® 9. Turn SLIGHT LEFT onto NC-87 N. go 0.0 ml 41; 10, Turn LEFT onto NC-24W/ NC-87 N / BRAGG BLVD. go 8.8 ml 11. Turn LEFT onto RANDOLPH 8T (Gate access required). go 1.3 ml hM://www.manauest.com/t)iint 2/8/2010 rage 2 01 s 12. Enter next roundabout and take 2nd exit onto DYER ST. 13. Turn SLIGHT LEFT onto MACOMB ST. . 14. Turn RIGHT onto REILLY ST. h 16. Turn LEFT onto LONGSTREET RD. 16. W LUZON DR B LONGSTREET RD. 41 W Luzon Dr & Longstreet Rd, Fort Bragg, NC 28307 Total Travel Estimate :104.92 mites - about 2 hours 18 minutes Route Map "we MAPOUSI t >a 0210) go 0.3 mi go 0,2 ml go 0.0 mi go 1,8 ml go 0.0 ml No m 0 24t10 f! Map Data 02WONAAVTIO or TWAves 1111 rlahti reserved. Use ?j 1o_ticense!Qapy Dt Map t.sgwW Directions and maps are informational only. We make no warranties on the accuracy of their content, road conditions or route usability or expeditiousness, You assume all risk of use. MapQuesl and its suppliers shall not be liable to you for any loss or delay resulting from your use of MapQuest, Your use of MspQuest means you agree to our Terms ofUse http://www.mapquest.com/print 2/8/2010 ATTACHMENT PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County/parish/borough: Cumberland City: Fayetteville Center coordinates of site (lat/long in degree decimal format): Lat. 35°9'99.68" N ; Long. 79°8'44.54" W. Universal Transverse Mercator:(X) 680975.25 m; (Y) 3830992.17 m Name of nearest waterbody: Tank Creek Identify (estimate) amount of waters in the review area: Non-wetland waters: N/A linear feet: N/A width (ft) and/or N/A acres. Cowardin Class: N/A Stream Flow: 1 cfs Wetlands: 0.99 acres. Cowardin Class: Rivedne Swamp Forest Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: N/A Non-Tidal: N/A E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): t .. 41 1 _ ® Office (Desk) Determination. Date: 12/31/2009 ® Field Determination. Date(s): 101112009 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring 11 pre-construction notification" (PCN), or requests verification for a non-reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that 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) that 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) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (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 preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes 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 approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, 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, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. 2 This preliminary JD finds that there "maybe" waters of the United States on the subject project site, and identifies all aquatic features on the site that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, where checked and requested, appropriately reference sources below): ® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: McKim & Creed on behalf of USACE. ® Data sheets prepared/submitted by or on behalf of the applicant/consultant. ? Office concurs with data sheets/delineation report. ? Office does not concur with data sheets/delineation report. ? Data sheets prepared by the Corps: N/A. ? Corps navigable waters` study: NIA. U.S. Geological Survey Hydrologic Atlas: 4303 HUC. ® USGS NHD data. ? USGS 8 and 12 digit HUC maps. ® U.S. Geological Survey map(s). Cite scale & quad name: Nicholson Creek. Z USDA Natural Resources Conservation Service Soil Survey. Citation: Cumberland County. ® National wetlands inventory map(s).Cite name: NWl-Nicholson Creek. ? State/Local wetland inventory map(s):N/A. ? FEMA/FIRM maps: Tank Creek in not FEMA regulated in Review area. ? 100-year Floodplain Elevation is: Not Mapped (National Geodectic Vertical Datum of 1929) ® Photographs: ® Aerial (Name & Date):2006 NA1P. or ? Other (Name & Date):N/A. ? Previous determination(s). File no, and date of response Ietter:N/A. ® Other information (please specify): Narrative, Exhibits, Survey Plat. IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later iurisdictional determinations. Signature and Date of Regulatory Project Manager (REQUIRED) St?,,,,' . ci- 2- N?ar ty Signature and Date of person requesting preliminary JD (REQUIRED, unless obtaining the signature is impracticable) 3 SAMPLE Estimated amount of Class of Site Latitude Longitude Cowardin aquatic aquatic number Class resource in review resource area 1 35°1'19.68" N 79°8'44.54" W Riverine 0.19 acres non- Swamp section 10 Forest - wetland 2 NIA 3 NIA 4 NIA 4 V0009ZZ£0 'ON103rOlJd 0332JO'8INI>iOW D rnn 0 C) Lr) D °o Q 'o o a) ? NaO in m poQ z°:2 r eo <LU0 ry OQ Z Y > O?? UJ U z J 0 ry U O z C? (D Q ry 0 LL CC) 1`- O O O O 04 X w M z z Q 12L °Z I) F t a ° z g $ 3'3'3 I 193 as a .k N.-NM NM U( 11 1? 1 1 1 1 U U U V W O? d rNM-to 01-cofm I. r n 73 z_ U EL r ?l -o s ?? U J M OM W I M M N _O O v W 0 ?ohO ` q)N w o C-2010 o > y o C L U M N d N E ` rn to z m - C ?? N U ;v Z N rn 6? 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