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HomeMy WebLinkAboutPre Application Form - 5/23/2022 2:03 PM Action History (UTC-05:00)Eastern Time(US&Canada) Submit by Anonymous User 5/23/2022 2:03:40 PM(Message Start Event) Reject by Montalvo,Sheri A 5/23/2022 2:09:35 PM(Pre-App-NON-DOT Project) *The Division has developed a Pre-Filing Meeting Request email address:401PreFile@ncdenr.gov to accept the federally required pre-filing meeting request. The email address will provide an auto confirmation email receipt of submittal to the applicant. Please be sure to fill out all the requested information in the body of the email link and cc yourself to save a copy for your records. On Thursday April 7,2022 the Environmental Protection Agency's"Clean Water Act Section 401 Certification Rule"("Federal Rule")was reinstated to its previous version which originally became effective on September 11,2020. In accordance with 40 C.F.R. Section 121.4(a)"At least 30 days prior to submitting a certification request,the project proponent shall request a pre-filing meeting with the certifying agency". In accordance with 40 C.F.R Section 121.5(b)(7),and(c)(5)all certification requests shall include documentation that a pre-filing meeting request was submitted to the certifying authority at least 30 days prior to submitting the certification request. Please refer to the Federal Rule for more information.To send a pre-filing request please send an email to 401PreFile@ncdenr.gov • The task was assigned to Montalvo,Sheri A.The due date is: May 26,2022 5:00 PM 5/23/2022 2:04 PM Q J Staff Review Form 2 ' ` NORTH CAROLINA Ertrlmnmertlrtl QOeaflly Updated September 4,2020 Staff Review Does this application have all the attachments needed to accept it into the review process?* Yes No Comments: The Division has developed a Pre-Filing Meeting Request email address: 401PreFile@ncdenr.gov to accept the federally required pre-filing meeting request. The email address will provide an auto confirmation email receipt of submittal to the applicant. Please be sure to fill out all the requested information in the body of the email link and cc yourself to save a copy for your records. On Thursday April 7,2022 the Environmental Protection Agency's"Clean Water Act Section 401 Certification Rule"("Federal Rule")was reinstated to its previous version which originally became effective on September 11,2020. In accordance with 40 C.F.R. Section 121.4(a)"At least 30 days prior to submitting a certification request,the project proponent shall request a pre-filing meeting with the certifying agency". In accordance with 40 C.F.R Section 121.5(b)(7),and (c)(5)all certification requests shall include documentation that a pre-filing meeting request was submitted to the certifying authority at least 30 days prior to submitting the certification request. Please refer to the Federal Rule for more information.To send a pre-filing request please send an email to 401PreFile@ncdenr.gov Please type in reason why this project can not be reviewed. Project Submittal Form Please note:fields marked with a red asterisk *below are required. You will not be able to submit the form until all mandatory questions are answered. Project Type:* For the Record Only(Courtesy Copy) New Project Modification/New Project with Existing ID More Information Response Other Agency Comments Pre-Application Submittal Re-Issuance\Renewal Request Stream or Buffer Appeal Pre-Filing Meeting Date Request was submitted on: 5/23/2022 Project Contact Information .................................................................................................................................. Name: Samuel Adam Carter Who is submitting the information? Email Address: adam@wetlandnc.com Project Information ................................ Project Name: McLambs Pond Is this a public transportation project? Yes No Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No Unknown County(ies) Harnett Please upload all files that need to be submited. Click the upload button or drag and drop files here to attach document Form_JD Request Signed.pdf 292.89KB Mclamb Pond Upland_Datasheets.pdf 474.91KB Mclamb Pond Wetland_Datasheets.pdf 476.5KB McLambs Pond PJD_20200215 Signed.pdf 152.16KB McLambs Pond Soil_Report_20200223.pdf 721.5KB McLambs Pond_IPAC Report.pdf 445.19KB McLambs Pond_SHPO map.pdf 290.29KB McLambs_Pond Fig 2-Wetlands.pdf 1.45MB McLambs_Pond Fig 3-Topo.pdf 1.26MB McLambs_Pond Fig 4-Soil.pdf 1.36MB McLambs_Pond Fig 5-NWI.pdf 1.63MB McLambs_Pond Fig 6-Flood.pdf 922.66KB Preliminary Stream Impact.pdf 1.51MB McLamb Pond Agent Authorization Letter.pdf 102.61KB Only pdf or kmz files are accepted. Describe the attachments or comments: Small Rd 48ft culvert impact to RPW between open water and wetlands. Sign and Submit By checking the box and signing box below, I certify that: • I,the project proponent, hereby certifies that all information contained herein is true,accurate,and complete to the best of my knowledge and belief. • I,the project proponent, hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. • I agree that submission of this online form is a"transaction"subject to Chapter 66,Article 40 of the NC General Statutes(the"Uniform Electronic Transactions Act"); • I agree to conduct this transaction by electronic means pursuant to Chapter 66,Article 40 of the NC General Statutes(the"Uniform Electronic Transactions Act"); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature;AND • I intend to electronically sign and submit the online form. Signature: 6;'.rowert fete vi,(7a.trot Submittal Date: Is filled in automatically. Jurisdictional Determination Request US Army Corps of Engineers Wilmington District This form is intended for use by anyone requesting a jurisdictional determination(JD) 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 via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project manager of the county in which the property is located. A current list of project managers by assigned counties can be found on-line at: http://www.saw.usace.army.mil/Missions/RegulatoryPermitProgram/Contact/CountyLocator.aspx, by calling 910-251-4633, or by contacting any of the field offices listed below. Once your request is received you will be contacted by a Corps project manager. ASHEVILLE&CHARLOTTE REGULATORY WASHINGTON REGULATORY FIELD OFFICE FIELD OFFICES US Army Corps of Engineers US Army Corps of Engineers 2407 West Fifth Street 151 Patton Avenue,Room 208 Washington,North Carolina 27889 Asheville,North Carolina 28801-5006 General Number:(910)251-4610 General Number:(828)271-7980 Fax Number:(252)975-1399 Fax Number:(828)281-8120 WILMINGTON REGULATORY FIELD OFFICE RALEIGH REGULATORY FIELD OFFICE US Army Corps of Engineers US Army Corps of Engineers 69 Darlington Avenue 3331 Heritage Trade Drive,Suite 105 Wilmington,North Carolina 28403 Wake Forest,North Carolina 27587 General Number:910-251-4633 General Number:(919)554-4884 Fax Number:(910)251-4025 Fax Number:(919)562-0421 INSTRUCTIONS: All requestors must complete Parts A, B, C, D,E,F and G. NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a paying client or your agency, please note the specific submittal requirements in Part H. NOTE ON PART D—PROPERTY OWNER AUTHORIZATION: Please be aware that all JD 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(s) or the owner(s) authorized agent to be considered a complete request. NOTE ON PART D -NCDOT REQUESTS: Property owner authorization/notification for JD requests associated with North Carolina Department of Transportation (NCDOT) projects will be conducted according to the current NCDOT/USACE protocols. NOTE TO USDA PROGRAM PARTICIPANTS: 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 Resources Conservation Service,prior to starting work. Version:May 2017 Page 1 Jurisdictional Determination Request A. PARCEL INFORMATION Street Address: 10975-25-9378 City, State: Dunn, NC County: Harnett Parcel Index Number(s) (PIN): 15-26-25-9378 B. REQUESTOR INFORMATION Name: Adam Carter, Wetland Solutions LLC Mailing Address: PO Box 244 Bunnlevel NC 28323 Telephone Number: 910 890 2779 Electronic Mail Address: Adam@WetlandNC.com Select one: ElI am the current property owner. ✓❑ I am an Authorized Agent or Environmental Consultant' nInterested Buyer or Under Contract to Purchase Other,please explain. C. PROPERTY OWNER INFORMATION2 Name: Brian Barefoot Mailing Address: 10422 Green Path Rd Dunn, NC 28334 Telephone Number: 919 291 1623 Electronic Mail Address: Brian.NCHT@gmail.com ' Must provide completed Agent Authorization Form/Letter. 2 Documentation of ownership also needs to be provided with request(copy of Deed, County GIS/Parcel/Tax Record). Version:May 2017 Page 2 Jurisdictional Determination Request D. PROPERTY ACCESS CERTIFICATION3,4 By signing below, I 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, if necessary, and issuing a jurisdictional determination pursuant to Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I,the undersigned, am either a duly authorized owner of record of the property identified herein, or acting as the duly authorized agent of the owner of record of the property. Samuel Adam Carter Print Name Capacity: n Owner fl Authorized Agents 3/20/2020 Date ab4c- Signature - E. REASON FOR JD REQUEST: (Check as many as applicable) n I intend to construct/develop a project or perform activities on this parcel which would be designed to avoid all aquatic resources. �✓ I intend to construct/develop a project or perform activities on this parcel which would be designed to avoid all jurisdictional aquatic resources under Corps authority. n I intend to construct/develop a project or perform activities on this parcel which may require authorization from the Corps, and the JD would be used to avoid and minimize impacts to jurisdictional aquatic resources and as an initial step in a future permitting process. �✓ I intend to construct/develop a project or perform activities on this parcel which may require authorization from the Corps; this request is accompanied by my permit application and the JD is to be used in the permitting process. nI intend to construct/develop a project or perform activities in a navigable water of the U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of the tide. Q A Corps JD is required in order obtain my local/state authorization. 111 I intend to contest jurisdiction over a particular aquatic resource and request the Corps confirm that jurisdiction does/does not exist over the aquatic resource on the parcel. • I believe that the site may be comprised entirely of dry land. n Other: 3 For NCDOT requests following the current NCDOT/USACE protocols,skip to Part E. a If there are multiple parcels owned by different parties,please provide the following for each additional parcel on a continuation sheet. 5 Must provide agent authorization form/letter signed by owner(s). Version:May 2017 Page 3 Jurisdictional Determination Request F. JURISDICTIONAL DETERMINATION(JD)TYPE (Select One) n I am requesting that the Corps provide a preliminary JD for the property identified herein. A Preliminary Jurisdictional Determination(PJD)provides an indication that there may be "waters of the United States"or"navigable waters of the United States"on a property. PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all waters and wetlands on the property will be treated as if they are jurisdictional "waters of the United States". PJDs cannot be appealed(33 C.F.R. 331.2); however, a PJD is "preliminary"in the sense that an approved JD can be requested at any time. PJDs do not expire. 0 I am requesting that the Corps provide an approved JD for the property identified herein. An Approved Jurisdictional Determination(AJD) is a determination that jurisdictional "waters of the United States"or"navigable waters of the United States" are either present or absent on a site. An approved JD identifies the limits of waters on a site determined to be jurisdictional under the Clean Water Act and/or Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be posted on the Corps website. A landowner,permit applicant, or other"affected party" (33 C.F.R. 331.2)who receives an AJD may rely upon the AJD for five years (subject to certain limited exceptions explained in Regulatory Guidance Letter 05- 02). I am unclear as to which JD I would like to request and require additional information to inform my decision. G. ALL REQUESTS n Map of Property or Project Area. This Map must clearly depict the boundaries of the review area. n Size of Property or Review Area 56.06 acres. n The property boundary(or review area boundary) is clearly physically marked on the site. Version:May 2017 Page 4 Jurisdictional Determination Request H. REQUESTS FROM CONSULTANTS ❑� Project Coordinates (Decimal Degrees): Latitude: 35.300492 Longitude: -78.587895 nA legible delineation map depicting the aquatic resources and the property/review area. Delineation maps must be no larger than 11x17 and should contain the following: (Corps signature of submitted survey plats will occur after the submitted delineation map has been reviewed and approved).6 • North Arrow • Graphical Scale • Boundary of Review Area • Date • Location of data points for each Wetland Determination Data Form or tributary assessment reach. For Approved Jurisdictional Determinations: • Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404 wetlands, etc. Please include the acreage of these features. • Jurisdictional non-wetland features (i.e. tidal/navigable waters, tributaries, impoundments) should be labeled as Non-Wetland Waters of the US, stream, tributary, open water, relatively permanent water,pond, etc. Please include the acreage or linear length of each of these features as appropriate. • Isolated waters, waters that lack a significant nexus to navigable waters, or non- jurisdictional upland features should be identified as Non-Jurisdictional. Please include a justification in the label regarding why the feature is non jurisdictional (i.e. "Isolated", "No Significant Nexus", or"Upland Feature"). Please include the acreage or linear length of these features as appropriate. For Preliminary Jurisdictional Determinations: • Wetland and non-wetland features should not be identified as Jurisdictional, 404, Waters of the United States, or anything that implies jurisdiction. These features can be identified as Potential Waters of the United States, Potential Non-wetland Waters of the United States, wetland, stream, open water, etc. Please include the acreage and linear length of these features as appropriate. nCompleted Wetland Determination Data Forms for appropriate region (at least one wetland and one upland form needs to be completed for each wetland type) 6 Please refer to the guidance document titled"Survey Standards for Jurisdictional Determinations"to ensure that the supplied map meets the necessary mapping standards.http://www.saw.usace.army.mil/Missions/Regulatory-Permit- Program/Jurisdiction/ Version:May 2017 Page 5 Jurisdictional Determination Request aCompleted appropriate Jurisdictional Determination form • PJDs,please complete a Preliminary Jurisdictional Determination Form'and include the Aquatic Resource Table • AJDs,please complete an Approved Jurisdictional Determination Forms ❑ Vicinity Map Aerial Photograph USGS Topographic Map ❑� Soil Survey Map O Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan,previous delineation maps, LIDAR maps, FEMA floodplain maps) ❑� Landscape Photos (if taken) • NCWAM and/or NCWAM Assessment Forms and Rating Sheets n NC Division of Water Resources Stream Identification Forms ▪ Other Assessment Forms ' www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/JD/RGL 08-02_App_A_Prelim_JD_Form_fillable.pdf s Please see http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Jurisdiction/ Principal Purpose:The information that you provide will be used in evaluating your request to determine whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory authorities referenced above. Routine Uses:This information may be shared with the Department of Justice and other federal,state,and local government agencies,and the public,and maybe made available as part of a public notice as required by federal law.Your name and property location where federal jurisdiction is to be determined will be included in the approved jurisdictional determination(AJD),which will be made available to the public on the District's website and on the Headquarters USAGE website. Disclosure:Submission of requested information is voluntary;however,if information is not provided,the request for an AJD cannot be evaluated nor can an AJD be issued. Version:May 2017 Page 6 f . US Army Corps of Engineers. Wilmington District Survey Standards for Jurisdictional Determinations Please note that the approval and signature of survey plats will only be done in association with an Approved Jurisdictional Determination. The Corps accepts both electronic and hardcopy plats for signature, however this will be at the discretion of the project manager. If a hard copy is submitted, the Corps requires that all hard-copy submittals include at least one original Plat (to scale)that is no larger than 11"x17". Submitted plats must be legible, including labeling(the use of match lines for larger tracts are encouraged). Additional copies of a plat, including those larger than 11"x 17", may also be submitted for Corps signature as needed. Prior to final production of a plat, the Wilmington District recommends that the surveyor electronically submit a draft of the survey to the Corps project manager for review. PLATS SUBMITTED FOR APPROVAL ❑ Must be signed and sealed by a licensed professional land surveyor 171 Must be to scale (all maps must include an accurate graphic scale and verbal scale) Must include a North Arrow, Scale(s), Title, Property Information Must clearly depict surveyed property or project boundaries O Must clearly identify the known surveyed point(s)used as reference (e.g. property corner, USGS monument) 171 Jurisdictional wetlands depicted on the survey should: • Be labeled as Wetland Waters of the US, 404 wetlands, wetlands, etc. • Include acreage (or square footage) of wetland polygons • Identify each wetland polygon using an alphanumeric system Jurisdictional non-wetland waters (non-wetland tidal/navigable waters, tributaries, impoundments, ditches, etc.) depicted on the survey should: • Be labeled as Non-Wetland Waters of the US, stream, tributary, open water, relatively permanent waters (RPW),pond, etc. • Mark the centerline of linear waters (tributaries), with approximate widths to the Ordinary High Water Mark (OHMW) OR a surveyed OHWM boundary of the tributary. • List the linear footage of linear features and area(using approximate widths) • Mark the extent of OHMW for non-linear waters such as lakes, ponds, etc. • List the acreage of non-linear features • Identify each feature using an alphanumeric system Version: May 2017 Page 1 ❑ Isolated waters, waters that lack a significant nexus to navigable waters, or non- jurisdictional upland features should be identified as non jurisdictional. Please include the acreage and/or linear length of these features as appropriate. LMust include a legible Waters of the United States (wetlands and other waters) Delineation Table of distances and bearings/metes and bounds/GPS coordinates of all surveyed delineation points Must ensure that all depicted wetlands or other waters intersect or tie-to surveyed project/property boundaries CERTIFICATION LANGUAGE ❑ Plats submitted for Corps approval should include the following Certification language when the entire actual Jurisdictional Boundary is depicted: "This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction of the 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, 33 C.F.R. part 328 and other U.S.Army Corps of Engineers guidance." Regulatory Official: Title: Date: USACE Action ID No.: Version: May 2017 Page 2 nPlats submitted for Corps approval should include the following Certification language when uplands may be present within a depicted Jurisdictional Boundary: "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,33 C.F.R.part 328 and other U.S.Army Corps of Engineers guidance." Regulatory Official: Title: Date: USACE Action ID No.: 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. it include an accuracy verification. One of more of the known points (property corner, monument) shall be located with the GPS and cross referenced with the existing traditional property survey(metes and bounds). LIinclude a brief description of the GPS equipment utilized. Version: May 2017 Page 3 WETLAND DETERMINATION DATA FORM-Atlantic and Gulf Coastal Plain Region Project/Site: McLamb Pond city/County: Dunn/Harnett Sampling Date: 3_16_2020 Applicant/Owner: Brian Barefoot State: NC Sampling Point: D3 Investigator(s]: Adam Carter Section,Township,Range: Dunn Landform(hillslope,terrace,etc.):Terrace Local relief(concave,convex.none): Convex Slope(%): 3% Subregion(LRR or MLRA) LRRP Lat: 35.303425 Long: -78.589185 Datum: NAD 83 Soil Map Unit Name: Bb Bibb soils, frequently flooded NWI classification: Upland Forest 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 II significantly disturbed' Are"Normal Circumstances'present? Yes ✓ No Are Vegetation Soil ,or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS- Attach site map showing sampling point locations,transacts, important features, etc. Hydrophytic Vegetation Present? Yes No ]s the Sampled Area Hydric Soil Present? Yes No ✓ within a Wetland? Yes No ✓ Wetland Hydrology Present? Yes No ✓ Remarks: HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) n Surface Soil Cracks(B6) []Surface Water(Al) []Aquatic Fauna(B13) []Sparsely Vegetated Concave Surface(B8) []High Water Table(A2) []Mad Deposits(B15)(LRR U) []Drainage Patterns(B10) []Saturation(A3) []Hydrogen Sulfide Odor(C1) []Mass Trim Lines(B18) []Water Marks(B1) []Oxidized Rhizospheres along Living Roots(C3) []Dry-Season Water Table(C2) []Sediment Deposits(B2) []Presence of Reduced Iron(C4) []Crayfish Burrows(C8) []Drift Deposits(B3) []Recent Iron Reduction in Tilled Soils(C6) []Saturation Visible on Aerial Imagery(C9) []Algal Mat or Crust(B4) O Thin Muck Surface(C7) []Geomorphic Position(D2) []Iron Deposits(B5) []Other(Explain in Remarks) []Shallow Aquitard(D3) []Inundation Visible on Aerial Imagery(B7) []FAC-Neutral Test(D5) (Water-Stained Leaves(B9) Sphagnum moss(D8)(LRR T, U) Field Observations: Surface Water Present? Yes I 1 No 0 1-1 Depth(inches): � Water Table Present? Yes IF No Depth(inches): 1 Saturation Present? Yes I No I—I Depth(inches): Wetland Hydrology Present? Yes No 0 (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available: Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0 VEGETATION (Five Strata)—Use scientific names of plants. Sampling Point: D3 Absdute Dominant Indicator Dominance Test worksheet: 20e Stratum (Rd size 25ft x 25ft ) %Cover _ pace,2 Status Number of Dominant Species 1 Loblolly Pine(Pinus taeda) 5% Yes FAC That Are OBL, FACW,or FAC: 12 (A) 2 Post Oak(Quercus margaretta) 5% . Yes FACU TBitternut Hickory(Carya cordiformis) 4% No FAC Speciesp Number croso Dominant 12 3 Across All Strata: (B) q Water Oak(Quercus nigra) 5% Yes _ FAC 5 Willow Oak(Quercus phellos) 3% No FACW_ Percent of Dominant Species 100 That Are OBL, FACW,or FAC: (A/B) 6. Sweetgum(Liquidambar styraciflua) 3% No FA(:+ 25 =Total Cover Prevalence Index worksheet: Total%Cover of Multip by_ 50%of total cover: 12.5 20%of total cover: 5 .Saolina stratum (Plot size: 25ft x 25ft OBL species x 1 = 0 1 Black Cherry(Prunus serotina) 2% No FACU FACW species x 2= 0 2 Bitternut Hickory(Carya cordiformis) 5% Yes FAC FAC species x 3= 0 3 Magnolia(Magnolia grandiflora) 5% Yes _FAC FACU species x 4= 0 4. Tulip Poplar(Liriodendron tulipifera) 3% _ No FACU/F UPL species x 5= 0 Persimmon(Diospyros Virginians) 2% Column Totals: 0 (A) 0 (B) 5. ( pv g� ) No FAC 6. - Prevalence Index —B/A= NaN 17_—Total Cover j rophytic Vegetation Indicators: 50%of total cover: 8.5 20%of total cover: 3.4 1 -Rapid Test for Hydrophytic Vegetation_ Shrill,Stratiim (Plot size: 25ft x 25ft ) ✓ 2-Dominance Test is>50% 1.American Holly(Ilex opaca) 3% Yes FAC 3-Prevalence Index is<_3.0' 2 Silky dogwood(Cornus amomum) 3% Yes FACW Problematic Hydrophytic Vegetation (Explain) 3 Chinese Privet(Ligustrum sinese) 6% . Yes . .FAC 4.- 'Indicators of hydric soil and wetland hydrology must 5.- be present,unless disturbed or problematic. 6.- - Definitions of Five Vegetation Strata: 12 =Total Cover Tree—Woody plants,excluding woody vines, 50%of total cover: 6 20%of total cover: 2.4 approximately 20 ft(6 m)or more in height and 3 in. Herb Stratum (Plot size: 25ft x 25ft ) (7.6 cm)or larger in diameter at breast height(DBH). 1 Giant Cane(Arundinaria gigantea) 2°o Yes FACW Sapling—Woody plants, excluding woody vines, 2. - - approximately 20 ft(6 m)or more in height and less 3 than 3 in.(7.6 cm)DBH. .- - - Shrub—Woody plants, excluding woody vines, 5 - - approximately 3 to 20 ft(1 to 6 m)in height. 6..- - Herb—All herbaceous(non-woody)plants,including 7 - _ herbaceous vines,regardless of size,and woody plants, except woody vines,less than approximately a._- - 3 ft(1 m)in height. 9.. - Woody vine—All woody vines,regardless of height. 10.- 11.- - 2 =Total Cover 50%of total cover: 1 20%of total cover: 0.4 Woody Vine Stratum (Plot size: 25ft x 25ft ) 1.Grape(Vitis spp.) . 1% Yes FACW. 2.Roundleaf Greenbrier(Smilax rotundafolia) • 1% Yes FAC 3.Poison Ivy(Toxicodendron radicans) 2% Yes FAC 4.- . - 5 Hydrophytic 4 =Total Cover Vegetation I 50%of total cover: 2 20%of total cover: 0.8 Present? Yes No Remarks: (If observed,list morphological adaptations below). US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0 SOIL Sampling Point: D3 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks 0-3 10YR 100 SL 3-14 10YR 100 SL 14-24 10YR 100 SCL 'Type: C=Concentration,D=Depletion,RM=Reduced Matrix, MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol(A1) ❑ Polyvalue Below Surface(S8)(LRR S,T, U) I—I 1 cm Muck(A9)(LRR 0) Histic Epipedon(A2) ❑ Thin Dark Surface(S9)(LRR S,T, U) n2 cm Muck(A10)(LRR S) Black Histic(A3) ❑ Loamy Mucky Mineral(F1)(LRR 0) u Reduced Vertic(F18)(outside MLRA 150A,B) Hydrogen Sulfide(A4)R ❑ Loamy Gleyed Matrix(F2) n Piedmont Floodplain Soils(F19)(LRR P,S,T) Stratified Layers(A5) E Depleted Matrix(F3) InAnomalous Bright Loamy Soils(F20) ❑Organic Bodies(A6)(LRR P, T, U) ❑ Redox Dark Surface(F6) (MLRA 153B) ❑5 cm Mucky Mineral(A7)(LRR P, T,U) ❑ Depleted Dark Surface(F7) n Red Parent Material(TF2) ❑Muck Presence(A8)(LRR U) ❑ Redox Depressions(F8) n Very Shallow Dark Surface(TF12) ❑1 cm Muck(A9)(LRR P,T) ❑ Marl(F10)(LRR U) n Other(Explain in Remarks) ❑Depleted Below Dark Surface(A11) ❑ Depleted Ochric(F11)(MLRA 151) n Thick Dark Surface(Al2) ❑ Iron-Manganese Masses(F12)(LRR 0, P,T) 3lndicators of hydrophytic vegetation and Coast Prairie Redox(A16)(MLRA 150A) El Umbric Surface(F13)(LRR P,T, U) wetland hydrology must be present, Sandy Mucky Mineral (S1)(LRR 0, S) ❑ Delta Ochric(F17)(MLRA 151) unless disturbed or problematic. Sandy Gleyed Matrix(S4) El Reduced Vertic(F18)(MLRA 150A,150B) Sandy Redox(S5) ❑ Piedmont Floodplain Soils(F19)(MLRA 149A) Stripped Matrix(S6) 0 Anomalous Bright Loamy Soils(F20)(MLRA 149A,153C, 153D) _ Dark Surface(S7)(LRR P, S,T, U) Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes No Remarks: Lots of Cortz rock with soil boring. US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0 WETLAND DETERMINATION DATA FORM—Atlantic and Gulf Coastal Plain Region Project/Site. McLamb Pond city/county: Dunn Harnett Sampling Date: 3_16_2020 Applicant/Owner: Brian Barefoot State: NC Sampling Point: D2 Investigator(s): Adam Carter Section,Township,Range: City of Dunn Landform(hillslope,terrace,etc.): Hilislope Local relief(concave,convex,none): Concave Slope(%): 2% Subregion(LRR or MLRA) LRRP Lat: 35.302986 Long: -78.588821 Datum: NAD83 Soil Map Unit Name: Bb—Bibb soils, frequently flooded NCWAM NW]classification: Headwater Forest 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 I significantly disturbed' Are"Normal Circumstances'present? Yes ✓ No Are Vegetation Soil ,or Hydrology naturally problematic? (If needed,explain any answers in Remarks.) SUMMARY OF FINDINGS— Attach site map showing sampling point locations,transacts, important features, etc. HydrOphytic Vegetation Present? Yes ' No ]s the Sampled Area Hydric Soil Present? Yes I No within a Wetland? Yes '� No Wetland Hydrology Present? Yes ✓ No Remarks: HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators(minimum of two required) Primary Indicators(minimum of one is required;check all that apply) n Surface Soil Cracks(B6) []Surface Water(Al) []Aquatic Fauna(B13) []sparsely Vegetated Concave Surface(B8) []High Water Table(A2) []Marl Deposits(B15)(LRR U) nOrainage Patterns(B1 D) []Saturation(A3) []Hydrogen Sulfide Odor(C1) []Moss Trim Lines(B16) []Water Marks(B1) []Oxidized Rhizospheres along Living Roots(C3) []Dry-Season Water Table(C2) []Sediment Deposits(B2) []Presence of Reduced Iron(C4) []Crayfish Burrows(C8) []Llrift Deposits(B3) n Recent Iron Reduction in Tilled Soils(C6) []Saturation Visible on Aerial Imagery(C9) []Algal Mat or Crust(B4) []Thin Muck Surface(C7) []Geomorphic Position(D2) n Iron Deposits(B5) []Other(Explain in Remarks) []Shallow Aquitard(D3) []Inundation Visible on Aerial Imagery(B7) []FAC-Neutral Test(D5) I IWater-Stained Leaves(B9) J Sphagnum moss(D8)(LRR T, U) Field Observations: Surface Water Present? Yes n No M Depth(inches): � I Water Table Present? Yes � No I I Depth(inches): 6 inches Saturation Present? Yes[1 No I-1 Depth(inches): 1 inch Wetland Hydrology Present? Yes J No (includes capillary fringe) Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available: Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0 VEGETATION (Five Strata)—Use scientific names of plants. Sampling Point:D2 Absdute Dominant Indicator Dominance Test worksheet: fpe stratum (Pict size'25ft x 25ft ) o/(moor _Speriec, Status_ Number of Dominant Species 1 Black gum(Nyssa sylvatica) 8% Yes FAC That Are OBL, FACW,or FAC: 1 1 (A) 2 Red Maple(Acer rubrum) 6% Yes FAC/Fi 3 Loblolly Pine(Pinus taeda) �% FAC Total Number of Dominant 1 1 No Species Across All Strata: (B) 4. - - - Percent of Dominant Species 5. 7 - That Are OBL, FACW,or FAC: 100 (NB) 6. - - 16 =Total Cover Prevalence Index worksheet: 50%of total cover: 8 20%of total cover: 3.2 Total o/foyer of Mi It(glyhY— Saolina Stratum. (Plot size: 25ft x 25ft 1 OBL species x 1 = 0 1 American Holly(Ilex opaca) 2% No FAC FACW species x 2= 0 2 Black Willow(Salix nigra) 4% No OBL FAC species x 3= 0 3 Ironwood,American hornbeam,Blue-beech(Carpinus Caroliniana) 20% Yes ,FAC FACU species x 4= 0 4. Loblolly bay(Gordonia lasianthus) 7% _ Yes FACW UPL species x 5= 0 5. - - Column Totals: 0 (A) 0 (B) 6. Prevalence Index -B/A- NaN 33 -Total Cover jrophytic Vegetation Indicators: 50%of total cover: 16.5 20%of total cover: 6.6 1 -Rapid Test for Hydrophytic Vegetation_ chnih Stratum (Plot size: 25ft x 25ft ) ✓ 2-Dominance Test is>50% 1 Highbush blueberry(Vaccinium corymbosum) 3% No FACW l 3-Prevalence Index is<_3.0 2 Elderberry(Sambucus canadensis) 5% Y2S FACW _Problematic Hydrophytic Vegetation' (Explain) 3.Chinese Privet(Ligustrum sinese) 8% .No _ .FAC 4.Wax Myrtle(Myrica cerifera) 3% No FAC+ - Indicators of hydric soil and wetland hydrology must 5 Sweet Pepperbush(Clethra alnifolia) 5% Yes FACW be present,unless disturbed or problematic. 6.- _ - Definitions of Five Vegetation Strata: 24 =Total Cover Tree-Woody plants,excluding woody vines, 50%of total cover: 12 20%of total cover: 4.8 approximately 20 ft(6 m)or more in height and 3 in. Herb Srrahim (Plot size: 25ft x 25ft ) (7.6 cm)or larger in diameter at breast height(DBH). 1 Carex,Sedge(Carex spp.) 3% Yes FAC-0 Sapling-Woody plants, excluding woody vines, 2. Giant Cane(Arundinaria gigantea) 4% Yes FACW approximately 20 ft(6 m)or more in height and less 3 Rush(Juncus spp.) 5% Yes FACW. than 3 in.(7.6 cm)DBH. - Shrub-Woody plants, excluding woody vines, 5 - - approximately 3 to 20 ft(1 to 6 m)in height. 6..- - Herb-All herbaceous(non-woody)plants,including 7 - _ herbaceous vines,regardless of size,and woody plants, except woody vines,less than approximately a.-- - 3 ft(1 m)in height. 9.. - Woody vine-All woody vines,regardless of height. 10.- - 11.- - 12 =Total Cover 50%of total cover: 6 20%of total cover: 2.4 Woody Vine Stratum (Plot size: 25ft x 25ft ) 1.Laurel-leaved Greenbrier,Bamboo Vine(Smilax lauirfolia) _ 2% Yes FACW 2.Roundleaf Greenbrier(Smilax rotundafolia) _ III_ No FAC 3.Saw Greenbrier,Bullbrier(Smilax bona-nox) 1% No FAC 4.Poison Ivy(Toxicodendron radicans) _ 5% Yes FAC 5.Laurel Greenbrier(Smilax laurifloria) 1% No FACW Hydrophytic 10 =Total Cover Vegetation Present? Yes I No 50%of total cover: 5 20%of total cover: Remarks: (If observed,list morphological adaptations below). US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0 SOIL Sampling Point: D2 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks 0-3 10YR 4/2 SCL 3-15 10YR 4/1 97% 10YR 6/6 3% C M SCL 15-24 10YR 3/1 90% 10YR 6/6 10% C M SCL 'Type: C=Concentration,D=Depletion,RM=Reduced Matrix, MS=Masked Sand Grains. Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: (Applicable to all LRRs,unless otherwise noted.) Indicators for Problematic Hydric Soils3: Histosol(A1) ❑ Polyvalue Below Surface(S8)(LRR S,T, U) I—I 1 cm Muck(A9)(LRR 0) Histic Epipedon(A2) ❑ Thin Dark Surface(S9)(LRR S,T, U) n2 cm Muck(A10)(LRR S) Black Histic(A3) ❑ Loamy Mucky Mineral(F1)(LRR 0) u Reduced Vertic(F18)(outside MLRA 150A,B) Hydrogen Sulfide(A4)R ❑ Loamy Gleyed Matrix(F2) n Piedmont Floodplain Soils(F19)(LRR P,S,T) Stratified Layers(A5) ❑ Depleted Matrix(F3) [ ]Anomalous Bright Loamy Soils(F20) ❑Organic Bodies(A6)(LRR P, T, U) 0 Redox Dark Surface(F6) (MLRA 153B) ❑5 cm Mucky Mineral(A7)(LRR P, T,U) ❑ Depleted Dark Surface(F7) n Red Parent Material(TF2) ❑Muck Presence(A8)(LRR U) ❑ Redox Depressions(F8) n Very Shallow Dark Surface(TF12) ❑1 cm Muck(A9)(LRR P,T) ❑ Marl(F10)(LRR U) n Other(Explain in Remarks) ❑Depleted Below Dark Surface(A11) ❑ Depleted Ochric(F11)(MLRA 151) n Thick Dark Surface(Al2) ❑ Iron-Manganese Masses(F12)(LRR 0, P,T) 3lndicators of hydrophytic vegetation and Coast Prairie Redox(A16)(MLRA 150A) El Umbric Surface(F13)(LRR P,T, U) wetland hydrology must be present, Sandy Mucky Mineral (S1)(LRR 0, S) ❑ Delta Ochric(F17)(MLRA 151) unless disturbed or problematic. Sandy Gleyed Matrix(S4) El Reduced Vertic(F18)(MLRA 150A,150B) Sandy Redox(S5) ❑ Piedmont Floodplain Soils(F19)(MLRA 149A) Stripped Matrix(S6) 0 Anomalous Bright Loamy Soils(F20)(MLRA 149A,153C, 153D) _ Dark Surface(S7)(LRR P, S,T, U) Restrictive Layer(if observed): Type: Depth(inches): Hydric Soil Present? Yes i No Remarks: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region—Version 2.0 PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: #CURRENT DATE TRADITIONAL# B. NAME AND ADDRESS OF PERSON REQUESTING PJD:Adam Carter,Wetland Solutions,LLC PO Box 244 Bunnlevel,NC 28323 C. DISTRICT OFFICE, FILE NAME,AND NUMBER: Wilmington,#FOLDER_NAME#, #FOLDER DA NUMBER# D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:NC 55 East (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State:NC County/parish/borough:Harnett City: Dunn Center coordinates of site (lat/long in degree decimal format): Lat.: 35.302607')Long.:-78.588020° Universal Transverse Mercator: 17N Name of nearest waterbody: Stony Run E. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: ❑ Field Determination. Date(s): TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH"MAY BE"SUBJECT TO REGULATORY JURISDICTION. Site Latitude(decimal Longitude Estimated amount of Type of aquatic Geographic authority to Number degrees) (decimal degrees) aquatic resources in resources(i.e., which the aquatic resource review area(acreage wetland vs.non- "may be"subject(i.e., and linear feet,if wetland waters) Section 404 or Section applicable 10/404) W 1 35.304432 -78.589328 9.1 acres Wetland Section 404 W2 35.300102 -78.586158 0.42 acre Wetland Section 404 P1 35.302263 -78.587147 25.3 acres Non-wetland Section 10/404 (Impoundment) S 1 35.299855 -78.586885 485 lf Non-wetland Section 10/404 S2 35.299815 -78.588099 298 lf Non-wetland Section 10/404 S3 35.301371 -78.5894 768 lf Non-wetland Section 10/404 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: ® 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: 24K; Dunn Quadrangle ® Natural Resources Conservation Service Soil Survey. Citation: SSURGO 2019 ®National wetlands inventory map(s). Cite name: USFWS May 2019 ❑State/local wetland inventory map(s): ®FEMA/FIRM maps: FIRM Panel: 3720152600 ❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) ®Photographs: ❑Aerial(Name & Date): NC CGIA Feb 2017 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 necessarily been verified by the Corps and should not be relied upon for later jurisdictional determinations. azmuza 4 v 2 . 2/15/2020 Signature and date of Regulatory Signature and date of person staff member completing PJD requesting PJD(REQUIRED, unless obtaining the signature is impracticable)1 1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action. USDA United States A product of the National Custom Soil Resource Department of Cooperative Soil Survey, Agriculture a joint effort of the United Report for States Department of RCS Agriculture and other Harnett County, Federal agencies, State Naturalagencies including the North Carolina Resources Agricultural Experiment Conservation Stations, and local Service participants McLambs Pond ,..... .. ....-4-..1-13,-t-i -.4. . . • -- s • _ - J.. — \ it ,. • S- \ • . 7:-.F--2-.:E'. .- f 4 PI .• / . 0. — • .' ' \ • 1 ' c• . + +w �k ti • )- ......,._-..• ...:' :.Alt• . ..,- r..i,i,.\\....1.......... f ' •..'c%- 11/4 . . ... 0 \ , • ode. 1 \ . *.% .. . 4 e - ,.. Y. -; _ . '. February 23, 2020 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs)or your NRCS State Soil Scientist(http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice)or(202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface 2 How Soil Surveys Are Made 5 Soil Map 8 Soil Map 9 Legend 10 Map Unit Legend 11 Map Unit Descriptions 11 Harnett County, North Carolina 13 Bb—Bibb soils, frequently flooded 13 OrB—Orangeburg loamy sand, 2 to 6 percent slopes 14 VeB—Vaucluse gravelly loamy sand, 2 to 8 percent slopes 15 VeD—Vaucluse gravelly loamy sand, 8 to 15 percent slopes 17 W—Water 18 References 19 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 Custom Soil Resource Report scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and 6 Custom Soil Resource Report identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. 7 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 Custom Soil Resource Report Soil Map 719000 719100 719200 719300 719400 719500 719600 35°1H'26"N ,. -4. _ ;q.I -..V_ I. ' rar•% // _ 35°18'26"N ••••••Fr,,•ir.i4 .cc,...:• it, Pori:.k.,..i, 40... . c.- _..' •- v - 414: .n,... 'X- 'fir. "A# `. lt J'e Rit 0: —th ... .1 14-04 , - - " ... s; e. k— . _ Pi ► T:1 . 4�: tb j� ,y �` # C 4t� -�-�_ Ali 4• � , • q 4 - cc"SS Bb r " 4.111 t • OrB W s y 4 Veb• L ry \\ p ; ,• Pt .,:i'4111 4: 4\erB � .4:''`'' !�!' \ B b • ', • "0-. .. -. . J'e • ,ti 4.. ' • • C . . 31*'1 oiI o oas KIT f5Q s Uid ati t11o@�c�af]Qo � ' 35°17'53"N - - — I' r - --- -� { 35°1T 53"N 719000 719100 719200 719300 719400 719500 719600 719700 z+s 3 3 m Map Scale:1:4,940 if pnnted on A portrait(8.5"x 11")sheet M " Meters m N 0 50 100 200 300 Feet 0 200 400 m 800 1200 Map projection:Web Mercator Coer coordinates:WG584 Edge tics:UTM Zone 17N WGS84 9 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest(AOI) j Spoil Area The soil surveys that comprise your AOI were mapped at Area of Interest(AOI) Stony Spot 1:24,000. SoilstiTi Very Stony Spot 0 Soil Map Unit Polygons Warning:Soil Map may not be valid at this scale. Wet Spot P. 0 Soil Map Unit Lines Enlargement of maps beyond the scale of mapping can cause Other misunderstandingof the detail of mapping and accuracyof soil • Soil Map Unit Points pp 9 Special Line Features line placement.The maps do not show the small areas of Special Point Features contrasting soils that could have been shown at a more detailed Blowout Water Features scale. Streams and Canals 14 Borrow Pit Transportation Please rely on the bar scale on each map sheet for map Clay Spot Rails measurements. 1--1--F • Closed Depression O.10 Interstate Highways Gravel Pit Source of Map: Natural Resources Conservation Service w rap US Routes Web Soil Survey URL: 4 Gravelly Spot Major Roads Coordinate System: Web Mercator(EPSG:3857) • • Landfill Local Roads Maps from the Web Soil Survey are based on the Web Mercator Lava Flow Background projection,which preserves direction and shape but distorts distance and area.A projection that preserves area,such as the Marsh or swamp 1. Aerial Photography Albers equal-area conic projection,should be used if more • Mine or Quarry accurate calculations of distance or area are required. • Miscellaneous Water This product is generated from the USDA-NRCS certified data as • Perennial Water of the version date(s)listed below. Rock Outcrop Soil Survey Area: Harnett County,North Carolina ▪ Saline Spot Survey Area Data: Version 16,Sep 16,2019 Sandy Spot Soil map units are labeled(as space allows)for map scales Severely Eroded Spot 1:50,000 or larger. 40, Sinkhole Date(s)aerial images were photographed: Oct 29,2014—Nov Slide or Slip 28,2017 oa Sodic Spot The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor shifting of map unit boundaries may be evident. 10 Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Bb Bibb soils,frequently flooded 17.4 31.2% OrB Orangeburg loamy sand,2 to 6 5.7 10.1% percent slopes VeB Vaucluse gravelly loamy sand, 1.0 1.7% 2 to 8 percent slopes VeD Vaucluse gravelly loamy sand, 7.0 12.5% 8 to 15 percent slopes W Water 24.9 44.5% Totals for Area of Interest 55.9 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. 11 Custom Soil Resource Report The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 12 Custom Soil Resource Report Harnett County, North Carolina Bb—Bibb soils, frequently flooded Map Unit Setting National map unit symbol: 3snw Elevation: 80 to 330 feet Mean annual precipitation: 38 to 55 inches Mean annual air temperature: 59 to 70 degrees F Frost-free period: 210 to 265 days Farmland classification: Not prime farmland Map Unit Composition Bibb, undrained, and similar soils: 80 percent Johnston, undrained, and similar soils: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Bibb, Undrained Setting Landform: Flood plains Landform position (two-dimensional): Toeslope Down-slope shape: Concave Across-slope shape: Linear Parent material: Sandy and loamy alluvium Typical profile A -0 to 6 inches: sandy loam Cg1 - 6 to 60 inches: sandy loam Cg2- 60 to 80 inches: loamy sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Low Capacity of the most limiting layer to transmit water(Ksat): High (1.98 to 5.95 in/hr) Depth to water table: About 0 to 12 inches Frequency of flooding: Frequent Frequency of ponding: None Available water storage in profile: Moderate (about 7.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 5w Hydrologic Soil Group: A/D Hydric soil rating: Yes Description of Johnston, Undrained Setting Landform: Flood plains Down-slope shape: Concave Across-slope shape: Linear Parent material: Sandy and loamy alluvium 13 Custom Soil Resource Report Typical profile A -0 to 30 inches: mucky loam Cg1 -30 to 34 inches: loamy fine sand Cg2-34 to 80 inches: fine sandy loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Very poorly drained Runoff class: Ponded Capacity of the most limiting layer to transmit water(Ksat): High (1.98 to 5.95 in/hr) Depth to water table: About 0 inches Frequency of flooding: Frequent Frequency of ponding: Frequent Available water storage in profile: High (about 9.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 7w Hydrologic Soil Group: A/D Hydric soil rating: Yes OrB—Orangeburg loamy sand, 2 to 6 percent slopes Map Unit Setting National map unit symbol: 3sq4 Elevation: 80 to 330 feet Mean annual precipitation: 38 to 55 inches Mean annual air temperature: 59 to 70 degrees F Frost-free period: 210 to 265 days Farmland classification: All areas are prime farmland Map Unit Composition Orangeburg and similar soils: 90 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Orangeburg Setting Landform: Broad interstream divides on marine terraces, ridges on marine terraces Landform position (two-dimensional): Shoulder, summit Landform position (three-dimensional): Crest Down-slope shape: Convex Across-slope shape: Convex Parent material: Loamy marine deposits 14 Custom Soil Resource Report Typical profile Ap- 0 to 7 inches: loamy sand BA - 7 to 12 inches: sandy loam Bt1 - 12 to 54 inches: sandy clay loam Bt2-54 to 80 inches: sandy clay loam Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Moderate (about 7.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: A Hydric soil rating: No Minor Components Bibb, undrained Percent of map unit: 3 percent Landform: Flood plains Landform position (two-dimensional): Toeslope Down-slope shape: Concave Across-slope shape: Linear Hydric soil rating: Yes Johnston, undrained Percent of map unit: 2 percent Landform: Flood plains Down-slope shape: Concave Across-slope shape: Linear Hydric soil rating: Yes VeB—Vaucluse gravelly loamy sand, 2 to 8 percent slopes Map Unit Setting National map unit symbol: 3sg1 Elevation: 160 to 660 feet Mean annual precipitation: 38 to 52 inches Mean annual air temperature: 61 to 70 degrees F Frost-free period: 210 to 245 days Farmland classification: Not prime farmland 15 Custom Soil Resource Report Map Unit Composition Vaucluse and similar soils: 90 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Vaucluse Setting Landform: Low hills Landform position (two-dimensional): Summit Landform position (three-dimensional): Crest Down-slope shape: Convex Across-slope shape: Convex Parent material: Loamy and sandy marine deposits Typical profile Ap- 0 to 6 inches: gravelly sandy loam E- 6 to 14 inches: gravelly sandy loam Bt- 14 to 29 inches: sandy clay loam Btx- 29 to 58 inches: sandy clay loam BC-58 to 80 inches: sandy loam Properties and qualities Slope: 2 to 8 percent Depth to restrictive feature: 15 to 35 inches to fragipan Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water(Ksat): Moderately low to moderately high (0.06 to 0.57 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Low(about 3.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3s Hydrologic Soil Group: C Ecological site: Loamy Summit Woodland - PROVISIONAL (F137XY002GA) Hydric soil rating: No Minor Components Bibb, undrained Percent of map unit: 3 percent Landform: Flood plains Landform position (two-dimensional): Toeslope Down-slope shape: Concave Across-slope shape: Linear Hydric soil rating: Yes Johnston, undrained Percent of map unit: 2 percent Landform: Flood plains Down-slope shape: Concave Across-slope shape: Linear 16 Custom Soil Resource Report Hydric soil rating: Yes VeD—Vaucluse gravelly loamy sand, 8 to 15 percent slopes Map Unit Setting National map unit symbol: 3sqm Elevation: 160 to 660 feet Mean annual precipitation: 38 to 52 inches Mean annual air temperature: 61 to 70 degrees F Frost-free period: 210 to 245 days Farmland classification: Not prime farmland Map Unit Composition Vaucluse and similar soils: 85 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Vaucluse Setting Landform: Low hills Landform position (two-dimensional): Shoulder Landform position (three-dimensional): Crest Down-slope shape: Convex Across-slope shape: Convex Parent material: Loamy and sandy marine deposits Typical profile Ap- 0 to 6 inches: gravelly sandy loam E- 6 to 14 inches: gravelly sandy loam Bt- 14 to 29 inches: sandy clay loam Btx- 29 to 58 inches: sandy clay loam BC-58 to 80 inches: sandy loam Properties and qualities Slope: 8 to 15 percent Depth to restrictive feature: 15 to 35 inches to fragipan Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water(Ksat): Moderately low to moderately high (0.06 to 0.57 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Low(about 3.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group: C Ecological site: Loamy Backslope Woodland - PROVISIONAL (F137XY006GA) 17 Custom Soil Resource Report Hydric soil rating: No Minor Components Bibb, undrained Percent of map unit: 3 percent Landform: Flood plains Landform position (two-dimensional): Toeslope Down-slope shape: Concave Across-slope shape: Linear Hydric soil rating: Yes Johnston, undrained Percent of map unit: 2 percent Landform: Flood plains Down-slope shape: Concave Across-slope shape: Linear Hydric soil rating: Yes W—Water Map Unit Composition Water: 100 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Water Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 8w Hydric soil rating: No 18 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/ nres/detail/national/soils/?cid=nres 142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nres142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 19 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nres.usda.gov/wps/portal/ nres/detail/soils/scientists/?cid=nres142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/? cid=nres142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf 20 tritpf di'r I lax x `ter FI WMLIFE' re) United States Department of the Interior FISH AND WILDLIFE SERVICE k$% Raleigh Ecological Services Field Office Post Office Box 33726 Raleigh,NC 27636-3726 Phone: (919)856-4520 Fax: (919)856-4556 In Reply Refer To: March 24, 2022 Project Code: 2022-0023896 Project Name: McLambs Pond Subject: List of threatened and endangered species that may occur in your proposed project location or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended(16 U.S.C. 1531 et seq.). If your project area contains suitable habitat for any of the federally-listed species on this species list, the proposed action has the potential to adversely affect those species. If suitable habitat is present, surveys should be conducted to determine the species'presence or absence within the project area. The use of this species list and/or North Carolina Natural Heritage program data should not be substituted for actual field surveys. New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information.An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered 03/24/2022 2 species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts)that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act(42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12. If a Federal agency determines, based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: http://www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF Migratory Birds: In addition to responsibilities to protect threatened and endangered species under the Endangered Species Act(ESA), there are additional responsibilities under the Migratory Bird Treaty Act(MBTA) and the Bald and Golden Eagle Protection Act(BGEPA)to protect native birds from project-related impacts.Any activity, intentional or unintentional, resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more information regarding these Acts see https://www.fws.gov/birds/policies-and-regulations.php. The MBTA has no provision for allowing take of migratory birds that may be unintentionally killed or injured by otherwise lawful activities. It is the responsibility of the project proponent to comply with these Acts by identifying potential impacts to migratory birds and eagles within applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan (when there is no federal nexus). Proponents should implement conservation measures to avoid or minimize the production of project-related stressors or minimize the exposure of birds and their resources to the project-related stressors. For more information on avian stressors and recommended conservation measures see https://www.fws.gov/birds/bird-enthusiasts/threats-to- birds.php. In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities that might affect migratory birds, to minimize those effects and encourage conservation measures that will improve bird populations. Executive Order 13186 provides for the protection of both migratory birds and migratory bird habitat. For information regarding the implementation of Executive Order 13186, please visit https://www.fws.gov/birds/policies-and-regulations/ executive-orders/e0-13186.php. 03/24/2022 3 We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Code in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment(s): ■ Official Species List • Migratory Birds 03/24/2022 1 Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Raleigh Ecological Services Field Office Post Office Box 33726 Raleigh, NC 27636-3726 (919) 856-4520 03/24/2022 2 Project Summary Project Code: 2022-0023896 Event Code: None Project Name: McLambs Pond Project Type: New Constr -Above Ground Project Description: RV Park development Project Location: Approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/@35.302824,-78.58792689113554,14z 5. Counties: Harnett County, North Carolina 03/24/2022 3 Endangered Species Act Species There is a total of 4 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries1, as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. 1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. Birds NAME STATUS Red-cockaded Woodpecker Picoides borealis Endangered No critical habitat has been designated for this species. Species profile:https://ecos.fws.gov/ecp/species/7614 Reptiles NAME STATUS American Alligator Alligator mississippiensis Similarity of No critical habitat has been designated for this species. Appearance Species profile:https://ecos.fws.gov/ecp/species/776 (Threatened) Insects NAME STATUS Monarch Butterfly Danaus plexippus Candidate No critical habitat has been designated for this species. Species profile:https://ecos.fws.gov/ecp/species/9743 Flowering Plants NAME STATUS Rough-leaved Loosestrife Lysimachia asperulaefolia Endangered No critical habitat has been designated for this species. Species profile:https://ecos.fws.gov/ecp/species/2747 03/24/2022 4 Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. 03/24/2022 Migratory Birds Certain birds are protected under the Migratory Bird Treaty Actl and the Bald and Golden Eagle Protection Act2. Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described below. 1. The Migratory Birds Treaty Act of 1918. 2. The Bald and Golden Eagle Protection Act of 1940. 3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a) The birds listed below are birds of particular concern either because they occur on the USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your project location. To learn more about the levels of concern for birds on your list and how this list is generated, see the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that every bird on this list will be found in your project area. To see exact locations of where birders and the general public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird species on your list are available. Links to additional information about Atlantic Coast birds, and other important information about your migratory bird list, including how to properly interpret and use your migratory bird report, can be found below. For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at the top of your list to see when these birds are most likely to be present and breeding in your project area. BREEDING NAME SEASON American Kestrel Falco sparverius paulus Breeds Apr 1 to This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Aug 31 Regions(SCRs)in the continental USA https://ecos.fws.gov/ecp/species/9587 Bald Eagle Haliaeetus leucocephalus Breeds Sep 1 to This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention Jul 31 because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. https://ecos.fws.gov/ecp/species/1626 03/24/2022 2 BREEDING NAME SEASON Prothonotary Warbler Protonotaria citrea Breeds Apr 1 to This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA Jul 31 and Alaska. Probability Of Presence Summary The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read and understand the FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret this report. Probability of Presence (■) Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a particular week of the year. (A year is represented as 12 4-week months.)A taller bar indicates a higher probability of species presence. The survey effort(see below) can be used to establish a level of confidence in the presence score. One can have higher confidence in the presence score if the corresponding survey effort is also high. How is the probability of presence score calculated?The calculation is done in three steps: 1. The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. 2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. 3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. Breeding Season ( ) Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. Survey Effort (I) Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys. 03/24/2022 3 No Data (—) A week is marked as having no data if there were no survey events for that week. Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas off the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. •probability of presence breeding season I survey effort —no data SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC B eri anKestrel ---- ---- ---+ 1111 liii liii liii liii ---- ---- ---- ---- Bald Eagle Non-BCC liii liii liii liii liii liii liii ---- liii "ii "ii ""gyp Vulnerable Prothonotary Warbler ---- ---- ---+ IIII IIII IIII IIII ---- ---- ---- ---- ---- BCC Rangewide (CON) Additional information can be found using the following links: • Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/ birds-of-conservation-concern.php • Measures for avoiding and minimizing impacts to birds http://www.fws.gov/birds/ management/proj ect-assessment-tools-and-guidance/ conservation-measures.php • Nationwide conservation measures for birds http://www.fws.gov/migratorybirds/pdf/ management/nationwidestandardconservationmeasures.pdf Migratory Birds FAQ Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds. Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. 03/24/2022 4 What does IPaC use to generate the migratory birds potentially occurring in my specified location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC) and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s)which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the AKN Phenology Tool. What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location? The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network (AKN). This data is derived from a growing collection of survey, banding, and citizen science datasets . Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding,wintering, migrating or present year-round in my project area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area, there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. What are the levels of concern for migratory birds? Migratory birds delivered through IPaC fall into the following distinct categories of concern: 1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC)that are of concern throughout their range anywhere within the USA(including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands); 2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and 03/24/2022 5 3. "Non-BCC -Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements (for eagles) or(for non-eagles) potential susceptibilities in offshore areas from certain types of development or activities (e.g. offshore energy development or longline fishing). Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics. Details about birds that are potentially affected by offshore projects For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides birds that may be helpful to you in your project review.Alternately, you may download the bird model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic Outer Continental Shelf project webpage. Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying on survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird Study and the nanotag studies or contact Caleb Spiegel or Pam Loring. What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Proper Interpretation and Use of Your Migratory Bird Report The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring in my specified location". Please be aware this report provides the "probability of presence" of birds within the 10 km grid cell(s)that overlap your project; not your exact project footprint. On the graphs provided, please also look carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a red horizontal bar).A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding (which means nests might be present). The list helps you know what to look for to confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell 03/24/2022 6 me about conservation measures I can implement to avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page. 03/24/2022 7 IPaC User Contact Information Agency: Wetland Solutions LLC Name: Wesley Johnson Address: 816 Merry Street City: Dunn State: NC Zip: 28334 Email wesley@wetlandnc.com Phone: 9197560411 H @ 3 Houses ƒ Wils c .. # ir , ` HT 7Ame3 3 c + car Kaos . Centel) (Gone) 1996' ocitsTo©° z HT peFear& _ 0■: ' Northern RaA Depot - TV H$e1 nnHAp & y HT 5] HarnettCounty 20& • : pm 6ng School 2014 HTO51 L H1 K4§k//�bra ` ra 4 . raaHgrtW y 7 H08mWkeg tr ƒee HoLlse ] ] `, Cm , •l. HARNE HT g5 Magnolia Avenue ■ §rammF § m� i.% � d / + A + z ; : NC¥A , ^ E # it 13 c as qt S t J fiA Hp34B BIB bcd¥s . V • SAMPSON • ft • ** , /0,43 Upland:9 acres _ _ - '♦ k32 k33 e• p8 pg '? .- 114 aQ� • k 1 `.._.::__. . ICr Q- k30 . ..::W:1 T`_9:1-acres `. . 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ALL MATERIALS, INSTALLATION,TESTING&INSPECTION OF WATER UTILITIES TO MEET THE LOCATION AND ROUTE OF ELECTRICAL WIRING TO BE LEGEND CURRENT CITY OF DUNN STANDARDS SPECIFICATIONS. DONE BY THE ELECTRICAL CONTRACTOR AND APPROVED 2. FIRE HYDRANT TEES TO BE INSTALLED AT LOCATIONS SHOWN ON PLANS. BY THE CITY OF DUNN BEFORE WORK IS STARTED. 3. WATERLINE IS TO BE INSTALLED FOLLOWING MANUFACTURER'S RECOMMENDATIONS.WHEN EXISTING PROPOSED THE PROPOSED LAYOUT OF THE WATERMAIN EXCEEDS THE MANUFACTURER'S ALLOWED 01 I _ ; 'p1 DEFLECTION,APPROPRIATE SIZE AND DEGREE OF MJ ELBOWS SHALL BE INSTALLED. PROJECT BOUNDARY N/A o Ftj ‘ i EXAMPLES INCLUDE BUT ARE NOT LIMITED TO SHARP CURVES,CUL-DE-SACS, UNDER STORM DRAIN, UNDER DRAINAGE WAYS,ETC. BOWED WATERMAINS WILL NOT BE ACCEPTED. 5 F / I ♦I 4. 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Z I y y EXISTING 18"GRAVITY SEWER y y 67 TRASH DUMPSTERS `�_ �� 6„WL /te y yy y y y y y yy y ��$ 66 65 64 63 62 H1"--, DUMP STATION \ \\ \NEI -�� ���.:. 6"�� � s ®�. �/iEXISTING FIRE HYDRANTQ 0y yN y APPROXIMATE LOCATION OF 1 \ '� / / f`•JI/ J 87 \ ® � i' MH-N..."-Ile \ • cn i y y y EXISTING 12"WATERLINE / E 69 <L_R30' , �/� f , �� \ '� \ 6 ���1� \ --- ' Sc NON BUFFERED STREAM 7 • MH-4 I EXISTING VARIABLE WIDTH FIRE HYDRANT ASSEMBLY /` •„, � � o / I- '`� / li PUBLIC UTILITY EASEMENTS -10 /1_ �/ H-12 86JIMP- s- d c EX MH U L �/ �! 1S �,� � SOUTH - LJ� I, to �2 ��. ► �;Aj�� �`� / 1�� 6„ /L_MH s 2 �3o SS ����a�\�� _ s I two - � _O� EX H 10'MINIMUM - i\`� \� \�\'- \�• \*\ \� NOR FIRE SEPARATION \` $ E Y ,� • \ \` \78 79 �\81 83 85 ❑9J — - - - _ WA - - _ EBILD NG HYDRANT li► Al 15'La�\74 \75 76 77- �� I. \ • ASSEMBLY - _ _ - ON ��► CAPE pl IFFERPERMIT FROM NC PUBLICANCE i, �J a ;� �A - _ - _ LJWATER SUPPLY SECTION f—► ell cn \_L7309111L � - d `� .�� `� \_\ \ \ , , ✓ :/, - - - - - - ■ . �,-_REQUIRED FOR: 6„ 6" L - �4 \f7 . ii:•�►G�►I�1�Yr'� F-� ■ ■ ■'10'LANDSCAPE BUFFERR IR12ED TAPPING - LOWER EXISTING CORE AND BOOT EXISTING z (1SLEEVE&VALVE - �` � LOWER EXISTING SEPA icy INIMUM RATION C/ MANHOLE RIM TO MANHOLE FOR NEW CONNECTION p • RREN REALTY C �l (1) MASTER METER SS MANHOLE RIM TO S\ MATCH PROPOSED 6'OPAQUE VINYL FENCE EXISTING 15'WASTE C� �iI/ (1) RPZ /� MATCH PROPOSED p �/ Cb GRADE ., ■ : 1994 PG. 712 a �ok� I a_ +/- 20'OF 6"MAIN GRADE Q V` / COI- b L I r. NON BUFFERED WATER TREATMENT �„ STREAM EASEMENT MB 2014 J 10'MINIMUM �/ PG 98 <v Q I 7/V-V. EARL & SEPARATION EXISTING 15'WASTE WATER �/'Q-� C� BLACKMAN BUCK JONES TREATMENT EASEMENT MB 2014 PG 98 `v / DB 11-E-221 P / DB 243 PG. 129 '� �`�' Q/ 81 LLI C� v�� D 0 oo / Know what's below. w Call before you dig. ~ REVISED DESIGN 11/23/2021 8:50 AM DCA/EK DRAWN 8 /ARG Ob.-4/ NOT RELEASED FOR CHECKEDDS DCA/EK CONSTRUCTIONHORIZONTAL SCALE SEE GRAPHIC SCALE VERTICAL SCALE GRAPHIC SCALE N/A DATE 80 0 40 80 160 320 11/24/2021 JOB NO. SHEET ( IN FEET) 1 inch=80ft. DUNN .J J r \ - -76 EXISTING o 46 . \ \ UTILITY o N 1J EASEMENT ti,,, \ ----, / — EXISTING 18" ( N N ^v NON CORRUGATED EXISTING 15" fl BUFERED ) \\ PIPE RCP TO BE 1 y STREAM ? / �\ REMOVED v 'a ' 45 NON Q M8 , /os, BUFERED A Z STREAM 0 \ './ ‘' ST-1/ / 17`1 UI_ ri < 44 4/j// ��— \ Y U 1p / 4 �' 1 5�� R a P �!` I d_176 177 75 LI NC 55= J Et o / ^'3 - - - > z DL) s II , � Z I- 48LFOF PLAN VIEW: ENTRANCE Z z Dcv 30"RCP D O u) / o F z oi-175 j \ / 180 CO 180 W n ; 175__ ,r PROPOSED Z W im /7 8 j cl r > GRADE rn Q . O zN. _ (J) W Z I z � z //`�6 ° II' I III �8 W r / pd, 175 EXISTING _ 175 ti GRADE - 3.07 _ , PLAN VIEW: CROSSING .R�@ 4.d15" - 0 4 1 < PROPOSED W GRADECK d 170 170 } 2 175 co cci 175 a co mCO ~ Z ilt 6 u-i _ -1 N- -1 N- 5 g ij z0 PROFILE VIEW: ENTRANCE 2 2 EXISTING W GRADE W ST-2 48.00 LF of 30"RCP 170 @ —V SOURCES OF INFORMATION: 1. EXISTING SURVEY OF SITE PROVIDED BY HAROLD A. SMITH LAND SURVEYING, 1012 ROCK DR., w RALEIGH, NC, DATED DECEMBER 11, 2019. 0 o 2. EXISTING LIDAR CONTOURS OUTSIDE OF SITE FROM NORTH CAROLINA SPATIAL DATA U v DOWNLOAD DATED FEBRUARY 16, 2021. I— O a �I 165 165 3. PARCEL INFORMATION OUTSIDE OF SURVEYED BOUNDARY FROM HARNETT COUNTY GIS. W Q o 4. PRELIMINARY WETLAND INFORMATION PROVIDED BY WETLAND SOLUTIONS LLC, 816 MERRY W I 0o M o ST., DUNN, NC 28334. c/) 5. STREAM LOCATION PROVIDED BY STOKES SURVEYING & MAPPING, PLLC 1425 ROCK QUARRY PROFILE VIEW: CROSSING RD., 105-B, RALEIGH, NC 27610, DATED OCTOBER 19, 2021. J wiry d' ter,. OW. ram '* Vi.s?..._ LOTIONS LLC 77 Agent Authorization Letter March 20, 2020 Owner Information Owner Name : Brian Barefoot Mailing Address: 10422 Green Path Road City, State, Zip: Dunn, NC 28334 Phone#: (919) 291-1623 Property Description PIN: 1526-25-9378 and 1526-26-4072 Total Acreage# 56.06 Project: McLamb Pond Address: 10975 NC-55 Dunn, NC 28334 County: Harnett I, , as owner/agent of the above referenced property, authorize the US Army Corps of Engineers and NCDWR to enter the subject property for the purpose of a jurisdictional determination. I also authorize Mr. Adam Carter of Wetland Solutions, LLC to act in my behalf as my agent in processing applications for wetland certification and/or permits. gitallysigned by Bdan Barefoot Yr^_/'g _/ Uare. :i Barefooto=Blue Wave Deployment D(�`�/a.�_ mall=brlanmbluewavede�loyment<om,cUS Signature Title Date Wetland Solutions, LLC PO Box 244 Bunnlevel,NC 28323 (910) 890-2779 Adam@WetlandNC.com www.WetlandNC.com