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Home My WebLink About20141234 Ver 1_Application_20141202PAT MCCRORY Govexnoa � �� .� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ANTHONYJ.TATA Secacinrtv November 18, 2014 U.S. Army Corps of Engineers Wilmington Regulatory Field Office P.O. Box 1890 Wilmington, North Carolina 28402-1890 ATTN: Ms. Elizabeth Hair NCDOT Coordinator Dear Madam: SubjecC: Notification for Nationwide Permit 14 (Minor Road Crossing) NCDENR 401 WQC 3886 Safety Improvement Project- SR 2215 Harnett County State Project Number: 45336.3.FR36 TIP #: W-5206AJ The North Carolina Department of Transportation (NCDOT) has determined that Harnett Central Rd (SR 2215) in front of Harnett Central High School in Harnett County is in need of a ri�ht turn lane to reduce congestion. Total project length is 0.49mi. This project will impaet jurisdictional wetlands, streams and jurisdictional tributaries: Wetland Roadwa Station Wetland Im acts Permit Site #1 Sta. 34+04 -Sta. 36+00 -L- 0.025 acres New Wetland Impacts = 0.025 acres Jurisdictional Tributa Roadwa Station Surface Water Im acts Permit Site #1 Sta. 34+04-L- 0.002 acres Permit Site #2 Sta. 29+79 0.022 acres New Su: face Water Impacts = 0.024 acres Construction of this projeet will require impacts to the waters of the United States in the Cape Fear River Basin. The project is located within the 03030004 Hydrologic Unit, sub basin 03-06- 07. Both permit sites drain to Dry Creek (C). P. O. Box ll 50, Fayettevitle, NC 28302-1 L50 - Telephone (910) 437-0207- Fax (910) 486-L959 Currently, during morning and afternoon hours surrounding the entrance of Harnett Central High School motorists pile up out onto SR 2215 while awaiting delivery or retrieval of students. This causes traffic jams and other unsafe conditions in and around this area, which is located roughly 0.26mi from the intersection of NC 210. NCDOT has been asked to increase the length of the Right turn lane in order to hold additional traffic going into the school. Tbis will allow traffic traveling on SR 2215 to move more freely and increase safety. Permit Site #1 Is located from Station 34+04 to Station 36+00 -L- and are Headwater Forest wetlands in association with an unnamed tributary of Dry Creek. A total of 0.017 acres will need to be filled in order to increase the shoulder width and allow for construction of the turn lane. In addifion to fill; 0.008 acres of wetland will be mechanically cleared in order to place silt fence and other needed erosion control measures; bringing the total impacted wetland area to 0.025acres. Existing drainage pipes under SR 2215 include a 46 LF 30" RCP and 50 LF 24" RCP, these pipes move drainage from the wetland and tributary downstream. Upstream the tributary has been greatly disturbed through and around the High School property. This includes re-routing of water into the headwater wetland; berming and channelization. An 18" CMP brings water from the bermed area toward the existing roadway pipes. The 24" and 30" RCP's under SR 2215 shall be replaced with 2(82 LF 30" RCP) resulting in 0.0018 surface water impacts. To ensure that wetland hydrology remains intake a special concrete flume shall be built around the invert upstream. This will result in an additional 7S LF of permanent impacts, for a total surface water impact of 0.002 acre. An additional 10 LF up and downstream will be ternporarily impacted for dewatering. Permit Site #2 at Starion 29+79 will require the inereased length and readjustment of the existing 2(56 LF 24" RCP). These pipes have been determined to be undersized to accominodate 25 year stoi7n events. Two (92 LF 30" RCP) will be installed and result in 0.022 acres of surface water impacts. This system has also been greatly manipulated by the construction of Harnett Central High School. Underground pipes bring intermittent flow towards SR 2215. The last section of this system is a 60" RCP and stops 100feet from the roadway. Between this pipe and SR 2215 the tributary meanders thru manicured grassed swales full of smartweed and other obligate flora species before entering into the existing roadway pipes. In addition, 10 LF up and downstream will be incurred due to dewatering. RESOURCESTATUS In general, there will be impacts proposed as a result of the replacement of the culvert and wetland fill associated with W-5206AJ in Harnett County. A Nationwide Permit #14 / NCDENR 401 WQC 3886 is required far the project. Endangered Species: Plants and animals with Federal classification of Endangered (E) or Threatened (T) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of September 22, 2010, the U.S. Fish and Wildlife Service lists four (4) federally protected species for Harnett County. SCIENTIFIC NAME Pieoides borealis Notropis Protected S eciesfor Harnett COMMON NAME � Red-cockaded woodpecker � Fear STATUS E BGPA E E "E" denotes Endangered (a species that is in danger of extinction throughou[ all or a significant portion of its range). T(S/A)- ThreaYened due to similaziEy of appearance, a species that is threatened Due to similarity oF appearance with other rare species and is listed For its Protec[ion. These species are not biologically endangered or threatened and Are not subject to Section 7 consultation. A biological conclusion of "No EffecY' was reached for all species during the May 2, 2014 survey for protected species. Protected species were not identified, nor, was the general habitat far each species identified. REGULATORY APPROVALS Application is hereby made for a Department of the Army Nationwide Permit 14 / NCDENR QO1 WQC 3886 as required by the above-described activities. The National Register was reviewed in addition to conducting a field view of the project for significant historic features. The project impacts are minor in nature and should not remove or degrade existing water quality uses. Pipe size proposed are the minimum necessary to create a safe highway while accommodating the 25-year design storm. By utilizing the erosion control measures, downstream water quality standards will be protected. All appropriate BMP's will be utilized during construction. Attached is a Preconstruction Notification Form, plan sheets, marked county road map, quad location map and photographs. If you should have any questions, or need additional information please contact James J. Rerko, PWS at (910) 437-0207. Sincerely, � � ,� t James . Rerko, PWS Division 6 Environmental Officer ATTACHMENTS Cc: Amy Chapman, Division of Water Quality (Electronic copy) Mason Herndon, Division of Water Quality (Electronic copy) Greg Burns, P.E., Division Engineer �F W ATF9 02/'0.`, \pG � � > y O T Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notif cation (PCN) Form A. A licant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 3856 1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑401WaterQualityCertification—Express ❑RiparianBufferAuthorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � yes � No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Harnett Central High School 2b. County: Harnett County 2c. Nearest municipality / town: Fayetteville 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state W_5206AJ project no: 3. Owner Information 3a. Name(s) on Recorded Deed: NA 3b. Deed Book and Page No. NA 3c. Responsible Party (for LLC if NA applicable): 3d. Street address: NA 3e. City, state, zip: NA 3f. Telephone no.: NA 3g. Fax no.: NA 3h. Email address: NA Page 1 of 11 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: � Agent ❑ Other, specify: 4b. Name: Greg Burns, P.E./NCDOT/Div 6/Division Engineer 4c. Business name NCDOT /:l .....�I:..�LI�\. 4d. Street address: PO Box 1150 4e. City, state, zip: Fayetteville, NC 28302 4f. Telephone no.: (910) 486-1493 4g. Fax no.: (910) 486-1959 4h. Email address: gburns@ncdot.gov 5. AgenUConsultant Information (if applicable) 5a. Name: James J. Rerko, PWS 5b. Business name NCDOT/Div 6/Division Environmental Officer /iF �.....I;�..l.l..\� 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: PO Box 1150 Fayetteville, NC 28302 (910) 437-0207 (910) 486-1959 jjrerko@ncdot.gov Page 2 of 11 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1 a. Property identification no. (tax PIN or parcel ID): NA Latitude: Longitude: - 1b. Site coordinates (in decimal degrees): PS#1: 352735'N -78.4756'W PS#2:35.2737'N -75.4714'W (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 3.56 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Dry Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C 2c. River basin: Cape Fear 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Harnett Central High School is located off of SR 2215 roughly 025mi from NC 210. Currently motorists pile onto SR 2215 during early morning and afternoon hours to retrieve students. This makes for traffic jams and unsafe driver conditions in the area. 3b. List the total estimated acreage of all existing wetlands on the property: 0.025 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 39.5 LF- PS1t1 (0.022 acres -PS#2) 3d. Explain the purpose of the proposed project: To provide motorists with a turn lane so that travel lanes on SR 2215 are clear during peak heavy flows of school traffic. 3e. Describe the overall project in detail, including the type of equipment to be used: This section of roadway will be widened up to 12feet in sections to allow for the addition of a turn lane. 2 foot widening will also take place to increase the width of the roadway and allow for safer turing movements. Impacts will be minimized as much as possible. The culverts will be replaced utilizing a track-hoe excavator. While front end loaders will place fill material. Eventually a motor grader will finish grade the project prior to paving. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained fo� this property / � Yes � No ❑ Unknown project (including all prior phases) in the past. Comments: 4b. If the Corps made the jurisdictional determination, what type � Preliminary ❑ Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. Page 3 of 11 PCN Form — Version 1.3 December 10, 2008 Versian 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. Page 4 of 11 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): � Wetlands ❑ Streams-tributaries ❑ Buffers � Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type ofjurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Temporar T W1 � P � T CuUFill Headwater Forest � Yes � Corps ❑ No ❑ DWQ 0.025ac W2 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.025 acres 2h. Comments: 0.017acres for fill while a Sft area will be mechanical cleared resulting in 0.008 acres. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number- (PER)or (Corps-404,10 stream length Permanent (P) or intermittent DWQ — non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ❑ P � T ❑ PER ❑ Corps ❑ INT ❑ DWQ S2 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S3 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 3i. Comments: . Page 5 of 11 PCN Form — Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number- (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent(P)or Tem orar T 01 � P� T UT Dry Creek Culvert Tributary 0.002 02 � P� T UT Dry Creek Culvert Tributary 0.022 acres 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 0.022 acres 4g. Comments 20 LF= 0.0007acres for dewatering up and downstream for both PS#1 and PS#2. 5. Pond or Lake Construction If pond or lake construction ro osed, then com lete the chaR below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 NA P2 Sf. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes � No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of canstruction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chaR below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico ❑ Other: Project is in which protected basin? ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number- Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Tem ora T im act re uired? B1 ❑P❑T NA ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No 83 ❑P❑T ❑Yes ❑ No 6h. 'Potal buffer impacts 6i. Comments: Page 6 of 11 PCN Form - Version 1.3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Culverts have been extended the necessary length to meet up with the flow of ditch lines. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Appropriate Erosion Control measures shall be in place so that the surrounding wetlands are not disturbed and downstream water quality is not negatively effected. At permit site #1 a concrete flume has been designed to not disturb wetland hydrology. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ❑ Yes � No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? ❑ Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type NA Quantity NA 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linearfeet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 7 of 11 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes � No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: NA Page 8 of 11 PCN Form — Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified � yes � No within one of the NC Riparian Buffer Protection Rules? 1b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: ❑ Yes ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 33 % 2b. Does this project require a Stormwater Management Plan? � Yes ❑ No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Please see attached management plan ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program �DWQ401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? NA ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? � Yes ❑ No Page 9 of 11 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federaVstate/local) funds or the � Yes ❑ No use of public (federaVstate) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes � No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes � No 2c. If you answered "yes° to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. This is a road widening for a turn lane to increase safety and shall not in and of itself increase traffic volumes. Therefore, a detailed indirect or cumulative effects study will not be necessary. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. NA Page 10 of 11 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) Sa. Will this project occur in or near an area with federally protected species or habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? 5c. If yes, indicate the USFVIIS Field Office you have contacted. ❑ Yes � No ❑ Yes � No ❑ Raleigh ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? FWS website, Nature Hertiage GIS data layer July 2014, in feld site investigation May 2014 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? I❑ Yes 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? USFWS website- httpl/www.fws.gov/nc-es�sh/fish.html 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? ❑ Yes G . �I . 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? This project was reviewed by Natural Heritage Unit within NCDOT 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? 86. If yes, explain how project meets FEMA requirements: NA ❑ Yes � No Sc. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping website (Tile # 0662) Greg Burns, P.E. Applicant/AgenYs Printed Name � ' r / /�/, � � ApplicanUAgenPs Signature (AgenPs signature is valid onty if an authorization letter fmm the applicant Nov 18 ,2014 Date Page 11 of 11 PCN Form — Version 1.3 December 10, 2008 Version ()�+`; �'i�'t� �`�.'\ ,yti4._ �"�%rxs�\ ,��( �\:��i�°��(��-�% `"�`\` � - ��/,�, �4��t,�''' ��- -.i��r-= i , j ��.`N i -'�\C\l( `� �T`�y�. \ ( U ` '�� /��) � �l %t'.`—/ � �% � � \� �� .,� ,p- „ � �• �� ( f"�� ) � ;�� . --, � ., � � ti �j !.l � pa.��,�� 'il i.,�r r 'J�l/� � L, �--i'� i� � , �� 1�/( ��\� ��'� Fv.�- ` �, � . , ' �� i ��.�� ' L� r.�'� ' v �� '�ws �G�% �, /l/�-�`_ � ��.1�,� � q?"I �` , �., � %� . � t }�I�o �--'�� '!t i j..� �!%�j �� , �� ) �/��`i �. .'�'.,G?` i�� i ._.� �i a� . 1 � �j` •/ � J i �Ci j..��. �� ,;•,��`J i � •��. C l-�` ' > c . `�-�i/t%: . . _ //' .. �"""i ;`/ . ' �i�'�, � (/� �/`. / 1 C - �- ��.;J; -,• ;�' ��. 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I ✓ � \i ; i _. / � � % . . r'\ {" � 1 `� ' _—__1 .\ ',i536 f . \. � ``� �, (' / 2�\I .�l`� i �v �._ �' �"` � r � 1 v'",� ' � � � ��-' � , , < I , , �j ,� �� "'`Z� ,,; `!/ �� —{,^��a . � lti �,/ �' `� + ' ,' .i.Q � l, ' % I � `� t . _ -yi �, �� / � � � � r � ,i .•�,-•l � 5 / � -, f� '� j � �... , 1�- :o ' �� ' ! G nCe � 1 %� r �:. . �1�\,_ \� '% � ._. � �, �.. , -� /i � � ��' � �.. %�:i.,t''t �[ � � $j � � � I �� \i 1PI :� ypg �\'� _ v ) l � t \ (� / Y �Fr.. �� " �� . �,�,Ll� L.,..1 ,��.i � �.��i' i r. = ��. /1\� �_l � �. 't � r� `.) \�?`� , ��"' N Site (nformation v�.YL _ ._ . . ��y�-. �. �, >; � W E Harnett Central High School � �� ` 0 900 1,80D 3,600 Feet StatePro' ,r�'?'�, � -.��, . S L �ect#:45336.3.FR36 '� '�'4�x , ' ' ' , ' TfP#: W-52a6AJ � Hamett County 1 inch = 2,000 feet m E � m m� 3 N N +t" Z � � rn m �+ F N lU p�� J � . L � v a`'�c� E� �°,i � o� c N � W� C l0 N'� J ¢ X L E � � ifJ 3WV-a M w U a a N�. � N U } � N(� O'..�.. � � � V Q� F E o O o 0 � o � U C �j � N U � � � � � O Q N F N - 0 � O a a o a o, N � � � mmc`—Qm f' m-d � =U � d' am o, o � N C � N U � C � � U W � Q s d�� O O FF ��3 0 0 0 W U �a � N 0 � � c � � � � A Z x > g W � � W> y > � p_ C C � - � N F LL j > N 'NO � N C C � m_ m m r r E ii ar �- o � o a � ° o a a � a � � T V � — O E O � N LL LL� LL N J LL J � (� N N � m N N O � ` M � � � O ` Vo O O + � E p M � N rn i° ° �o �u wo -- � �n v� v� � m � m° v�i (�n tii v�i Q � Z a a a a O F TIP W-5206AJ Harnett County PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: James J. Rerko, PWS NCDOT Box 1105 Fayetteville, NC 28302 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Site is approx.. 2.0 mile north of Lillington along NC 210, then turn right onto SR 2215 Harnett Central Road. (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State:NC County/parish/borough: Harnett City: Lillington Center coordinates of site (IaUlong in degree decimal format): Lat. 35.2738° Pick List, Long. -78.4756° Pick List. Universal Transverse Mercator: Name of nearest waterbody: Dry Creek Identify (estimate) amount of waters in the review area: Non-wetland waters: linear feet: ft.width (ft) and/or 0.024 acres. Cowardin Class: Riverine Stream Flow: Intermittent Wetlands: 0.025 acres. Cowardin Class: forested Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: Non-Tidal: E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: ❑ Field Determination. Date(s): 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre-construction notification" (PCN), or requests verification for a non-reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicanYs acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation ofjurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. This preliminary JD finds that there "may be"waters of the United States on the subject project site, and identifies all aquatic features on the site that could be affected by the proposed activity, based on the following information: � SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, where checked and requested, appropriately reference sources below): � Maps, plans, plots or plat submitted by or on behalf of the appl ica nt/consu Itant: . � Data sheets prepared/submitted by or on behalf of the applicanUconsultant. ❑ Office concurs with data sheets/delineation report. ❑ Office does not concur with data sheets/delineation report. ❑ 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: Lillington, NC. ❑ USDA Natural Resources Conservation Service Soil Survey. Citation: ❑ National wetlands inventory map(s). Cite name: . ❑ State/Local wetland inventory map(s): . ❑ FEMA/FIRM maps: . ❑ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) ❑ Photographs: ❑ Aerial (Name & Date): . or 0 Other (Name & Date): . ❑ Previous determination(s). File no. and date of response letter: , ❑ Other information (please specify): . later iurisdictional determinations Signature and date of Regulatory Project Manager (REQUIRED) 3 ��w j� jnature ai date �son r uesting preliminary JD -QUI ED, unless obtaining signature is impracticable) /.�' v-5zU6AJ (Harnett Central Road Site Latitude Longitude number 1 352738 -78.4756 1 35.2738 -78.4756 2 � 35.2737 � -78.4714 Harnett Count Estimated Cowardin amount of Ciass of Class aquatic aquatic resource in resource review area Riverine 0.025 acre Nnn-carti Riverine Riverine 0 002 acre 0.22 acre -wetland Non-section 10 non— wetiand Non-section 10 :.�g�g�pig']� v"C8tl 9 C FdC Division of Water Qualiiy -Methodoiogy tor ldentificairon o¢ Erzer�a��n# and Perennial Streams and Thei� Origins v. �.p NC DUVQ Stream Identification Form Version �.0 Date: � `�� P�o'ect�5ite: . ' ' , 1 .� Laii2uCa: �� , � � Evaluator: L; � .,�,� . � ..,. .. , . � - --- Coun : z n_ Longitude: �;� �� Total poinis: �- WithTett�c StreamisatleastintermiMent . StreamDetermination(circleone) Other � y Ot� if?19o�perennialifz30' r� lRtermftient '�erennial•� e.g.QuadName: ��t`�.�(,� �,�-. � A Geomor hology (Subtotal=.' >� Absent Weak Mioderate large,giey� 1 a� Continuity of channei bed and 6ank 0 Strc lenmdef � I �' 3 2. Sinuosity of channel along thaiweg p � � 3. (n-channel strudure. ex. dffle-pool, step-pooi, . 2 3 ri ple- oolseque�ce �� 2 3 4. Partide size of st2am su6strate p �� . 5. Active/relict Floodplain 2 3 � � z 3; 6. Depositional bars or 6enches 0 1� - 7.Recentalluvialdeposits � 2 3 Crune Fi 8. Headcuts `� � � Z 3 Lorvo 9. Grade control ,� � Z 3 10. Naturai vafley � �'� � 1.5 0.5 1 1.5 11. Seco�d or greater order channel � No =�0; artificial dik.hes are not rated, see tliscussions in man�al Yes = 3 B. H drolo (SUbtotai = i2. Presence of BaseFlow � � 13. Iron oxidizing bactena � � 2 37 14. Leaflitter ..,�� 2 (3.i :eticLike T5. Sediment on plants or debris � 0.5 � 0.5 t.�. 1.5 _ 16. Organic debris lines or piles 0 0.5 17 Soil-6ased evidence of high water ta61e? � � 1 5 6�r� i C. Biolo Subtotal = No = 0 Yes = 3 sn 18. Fibrous roots in streambed � 3 19. Rooted plants in stream6ed 1 D � 3'i 2 1 0 20. Macrobenthos (note diversity and a6undance) �+ � 21. Aquatic Moilusks � � z 3 22. Fish Q., z 1 PreW 23. Craynsh � 0.5 � t5 �� 24. Amphibians � 1.5 �i Z5, qigae Q 0 5 1 1 5 0.5 1 1.5� 26. Wetland pfants in stream4ed FAC = 0.5; FACW = 0.75; OBL =.5 �� 'perennfal sireams may also he itlenti5ed using other methods. See p. 34 of manuai. Other = 0 - Notes: larye mi Sketch: ��' '� S"� �`� °spines � , ' . . � � . - . , � . ,,. v-, � �. , . . , . r' _ , -- ' . ; ' . . , c � � �°`�' 40 �Q WETLAND dETERMfNATION DATA FORM -Atlantic and Gulf Coastal Plain Region FojecUSNe:r�C ZZIS —�taG G/CAUn . I •:'� y/ '� � ky ty �� ZL I ��n .G Sampling Date: ApplicanGOwner JI�C DD? %L� � ✓ �0 5ffi/te/:� � - � �- Sempling��[Point: t/�� i!? .; (nvestigator(s); 1=? �^�'+ .%i..�?��/ �-�, Sedion,ToWnship,Range: T7�l2-/L2"t7 � ;'eYw; /q� j� ,SLi�i�' � Landform (hilislope, ter2ca, etcJ: Y�%0 GCC�� Local relief (wnceve, cronvex, none):. 1� 0� l� Slope (%): 3 ;, a�3r - ' 1G�3 Subregion (LRR or MLRA): (1 Lat: long. � S �� % S Ip patum: SoilMapUnkNarcre:_�YQ��.✓ NWIclassificatian: iVC,'�.s� ,4re climetic ) hydrologic oonditions on the sde typiwl for this time of ysar� Yes ✓ No _(If oo, ezplain fn Remarks.) f4eVegeYation_,Soil�orHydrology_sign'rfiwntlydisturbedl Are"NormalCirwmstances"present? Yes � No Are Vegetetion _, Soil yo ur Hydrofogy _ naWralty problematicl (If needed, explaln any answers in Remarks.) SUMMARY OF PINDINGS - Attach site map showing sampling poirtt lorations, transects, important features, etc. Hydrophylic VeBetatio� Present? HyddcSoil Prese�Y1 Wetland Hydrology Present? , o,� , o. � � � � 1 � n HYDROLOGY Yes "� No_ Yes --�' No Yes � No �.n i i ��(!` . ._ . Is the Sampled Area within a Wetiand? ; r'C%�.;.� '�' � l,��.t Yes f No T1Tf �� f.�i,' I ' �iY i ./ Wetland Hydrotagylndicatars: Secondarv Indicato lminimum ftw reo ired) Primarvintlicato fminimam f ne�raWtd hekallthtaoWVl _SurtaceSoilCracks(06y /SUrface Water (A7) �WatervStained Leaves (B9) _ Sparsely Vegefated Concava Surface (BS) lHiBh 4Uater Table (A2) _ Aquatic Fau� (613) _ Drainage Pattems (810) �Sature6on (A� _ Mad Deposits (61S) (LRR ln _ Moss Trim Lines (816} _ Water Marks (B4) _ Hydrogen Sulfide Odor (Ct) _ Ory-Season Water Ta61e (C2) _ SedimsrR �aposits (62J _ Ozid"¢ed Rh¢aspheres on LNing Roots (C3) _ Crs�sh Burrows (C8) _ DriR DeposRS (63) _ Presence of Reduced Iron (C4) _ SaWratioo Visi6le on Aerial Imegery (C9) _ Algal Mat ar Crust (B4) _� Recertt Imn Reduction in Tiliad 9oils (C6) _ Geomorphic Position (�2) _, Iron OeposRs (&5) _ Thin Muck SurFace (C� _ Shallow Aqultard (D3) _ Inundation Visitrle on Aerial Imagery (Bl� O[har (Explai� in Remarks) FAC-Neutfal Test (�� Fieid Observations: Surtace Wafer Prsserrt? Yes ✓ No _ Depth (Inches): "�� '' WaterTahlePresant? Yes ✓ No_Oepth(nches): �,. Saturatlon Preserrt7 Yes ✓ No _ Depth Qnches): '� Wetland Hydrology PreseM? Yes ✓ No �nGUdes ca Illa " e) - �esaibe Remrded 6ata {stream gauge, rron�ring mll, aerial photas, previous inspecdons), Havaila6la: ,. Remarks: ij,,,,� , �� . �, ��rf';,,� , '%�>�� '.(�UE`. .. '. �`�-{n9-� G�G, _p ^g� _..,i/' . -.. . ;,�. . `� F', ' ,. .!.tc.,� �Q�l: • �t�C', - . .' V.\ t � D JO.J - / ' � .`:' ` S l. Y � . �. `^ `< , t i_ i , . US Army Cwps of Engi�eers ptlanticand Gulf Coastai Plaln Reglon - Intedm Version VEGETATtON — Use scientific names of plants. 1. 2. 3. 4. 5. 6, 7. (Plot s¢e: Jv'i'S ) % Cover Soecies7 SFatus �%T. ./�l..t��]'N"VYri. a2(i% _�_ �.}y`%i> n.R/l C.t r.41.� .... <�. �lftr o1� �,�''1�G �.!/,(Rn' '�J�2 5 � Y�'fo�F,�f'/.! m e7'� �� u.�_Pn. Uc.V�.,. ,M i cG� tcu.?c i„c: .$- ��f Nl 4 C�9n^ G�r t�/'1 �T^-�K.�J 7CP/ /.�, _� � � ^7 �� =TotalCover Seol'ma Stratum (Plot siza: J 0' ) �/ -�/ 7. f�"�O/.. .✓1-^.1.�9Yr :rn- �/J0� � ! � f'tt- 2. C 5�.�-P./t (' L-�s@� ,/hn:�� Lu �� `� 3. 6. 7. 3smpiingPoirrt: I� � IG✓/�//4 Number of DomfnaM Species That Are OBL, FACW, or FAC: �_� (q) To�l Number of Dominant Species Aeross AlI SVata: j v �g� Parcent of �ominant Species o� That Are OBL, FACW, or FAC: bD �,a�g) Totri % Caver oF. MukioN 6v OBL specles x 1 = FACWspecies X2= FAC speUes x 3 = FACU specles x 4 = UPL specles x 5 = Column Totals: �q) �B� Prevaience Index = B/A= �=ToTalCover . .. .. . ..�-��- Shrub Stratunm (Plot size: �� ) 1� ✓Dominance Test is>50%� V+ 7. t�� p�'c` rL.• Q..i�'I9 + T,Tt�» �r �. SO !t,�� —�evalenca InCex is 53.0� 2, �j,C[C,t'y�,4L/s� �O1'tq�Yl ��.yry! �_ 7Y i�:C4n� _ProblematcHytlrophyticVegetation�(ECplain) 3. q_ �Indicators of hydric soil and WeHand hydra�ogy must be prese'R, unless disturbed or pm6lematic. 5. e. Defi�itions of Vegetation Strafa: �' Tree-Nhody plants, exdu0ing woodyvines, � �� = Tofal Cover appro%imately 20 ft(6 m) or more in heigMand 3 In. Herb Shatum (Plot size: 3�¢�) "- --�°^' ` - 6 cm or lar er in diameter at breast hei ht B �g c� �],n!',,/ C� ) 8 9 N � i. �Yt./)L�.l�dlG�"Q.. ��9��1�� %/`C"�" SaPling-WoodYP�nts,ezctudingxroadyvines, 2� appmximately 20 R(B m) or rtmre in helgM and less g, then 3 in. (7.6 cm} OBH. 4� Shrub - VJoody plan6, excluding wuody vines, 5, approzuretely 3 to 20 ft(1 to 6 m) in helght 6' Herb -Ail her6aceous (non-woodyj planis, lncluding 7. herbaceous vines, regardh..ss of s¢e. IncWdes wuody p1eMS, exceptwoody vines, less then approxirtrately 8' 3 ft(t m) m height 4. 10. Woody vine-Ali woody vines, regardiess ot helght. 11. 12. � i -LJ = Total Cover Woodv Vine 3tratum (Piot siee: ) i. 12l'u�.-5 Ya `ea��-4-� a� � � z. 3. 4. 5 Hydrophytic O Vegetation �_= Totel Cover Present? Y`P �a ft-�.Q � �,✓cu.�-ai 5��, � a (.a-:��h, ��h�' t' � .��P U GV'�.� � .:14'�,.dY^'-. ,�1= : S�P� :: �,a�G %%l,�1P (rlh'ys_�7ywi.� � �' �^" ' Ed Yes ✓� No_ � , Y'."^ �2�. ^ !"-4arH,,.�•irt.�z.. �^��,q. � � !t iJi':,, i.:� ��>�! , i:2,c ! . �; _) �n:�� ..t r �R+ US Army Corps of Engineers qtlantic and Guff Coastal Plain Region- InEerim Version SOIL Samplino Point V V��C� Pfofile Description: (Describe to the depth oeeded to document the indicator or con£rm the absence of indfcators.) Oepth Mafix Redox Features Cnches) Color (rtwisfl % Color fmoist) % Tvpe Locr 7exwre Remad<s o-a �or2��, — --- 9� `-��-,.. � , 9- ii lC 2�%_�- —� — 5�„� �= ; c�� l� � D'•'2 /a _ _ Sa,: cl.c.' �T e: C=Concentretion, D=De letion, RM=Reducad Matr�, CS=Covered orCoated Sand Grains. �Location: PL=Pore Liniog, M=MsVix. HydAc Soil Intlicators: Indicators for Pro6lematic Hydric Soils : _ Histosol (AtJ polyvalue Below Surtace (58) (LRR S, T, U) _ 1 cm Muck (A9! {LRR O) Histic Epipedon {A2) Thin Oark Surface (S9) (LRR S, T, ll) 2 cm Muck (q10) (LRR 5) _ Black Histic {A3) _ Loamy Mucky Mineral (F7) (LRR O) Reduced Vertic (F18) (outside MLRA i 50A,B} _ Hydrogen Su�de (A4) _ Loamy Gleyed Mafnz (F2) piedmont Floodplain Soils (F79) (LRR P, 5, T} _ Stratlfied Layers (A� Oepieted Matriz (F3) _ Momalous eright Loamy Soiis (P20) _ Organic Bodies (A6) (LRR P, T, U) _ Redox 6ark SurFace (F61 (M�RA �536J _ 5 cm Mucky Mineral (A� (LRR P, T, U) Depleted Dark Surface (F7j fted Parertt Material (TF2) _ Muck Plesenca (A8j (LfiR U) _ Redax Oeprassions (FSJ _ Yery Shallow Dark Surtacx (TF72) (LRR T, U) _ 1 cm Muck (A9) (LRR P, � _ Mad (F10) (LRR U) _ Otfier (Explaln in Remarks) Oepleted Balow Dark Surface (Att) � �epleted Ochric (F1 t) (MLRA 751) _ Thick Oerk Surtace (A'12) � IrorrManganeao Masses (F12) (LRR O, P, "� 'Indiqfirs oi hydrophytic vagetation antl _ Coasf Praine Redox (A76) (MLRA 150Aj _ Umbric Surface (P73) (LRR P, T, U) watland hydrology must pe present, Sandy Mucky Mlnaral (51) (LRR O, S) _ Delta Ochnc (F1'� (MLRA 151) uMess disturbed or problematic. ^ Sandy Gleyed Matr6c (S4j Reduced Vedic (p18) (MLRA 150A, �608) _.,. 6andy Redox (S� _ Piedmont Floodplairt Solis (F1B) (MLRA �49A) Stripped MaU& (S6) _ Anomalous Bright Loarcry Soils (F20) (INLRA 749A,153C, 753D) ✓ �ark Surfaca (S� (LRR P, 5, T, U) Restrictive Layer(if observed): Type: i Depth (Inchesj: ;� �•�;� Hydric Soll Presen[7 Yes � No Rema�ks. ) r o �. � ' . ... . , G. � . , � , . '.V {. V J ( � . i ( . . _. � ` 1 �'.'iLia,'';a..,.. . g . r r/� I �� Ll i�_1/ � �y� WL(/J (Y.' ��J-/iCrt� !.': ./�� ., � ., .. � .il� �iJ �' � ��? G n�Q/i � � /._'�j'. �i , / � US Army Carps of Engineers � Atlan[ic and GW� Coastal Plain Region— Irrterim Version WETLAND DETERMINATION DATA FORM - Atiantic and Gulf Coastal Piain Region ProjecUSife: S �� :'- � J ' ,DC� r- City/Comrty ii�. r�/I-Q �! Sampling �ete: "�, .'-" / �. � ApplicanUOwner. ,i�L i�% �� ✓�P Stete: �C� Samplfn9 PoinC �=i�✓'� t- fnvestigator(s): i�t,%M _ -�-Lc.�: � v� Sedion, Tawnship, Range: %'6 'i . � LGM�i`�ai� .'/� , t„G � Landfottn (hillslope, terrace, atc.): 1NCX1 G� PC� Locai relief (conceve, convex, nona); %�✓% �. Slope (%): Subregion (LRR or MLRA): Lat 35 ��'� �% Long: ��' y�'� 5 Datum: ��3 Sotl Map Unit Name: GO F; ��:^� � b`!�' NWI ciessification: /Y'UGt a Ud'.�r, Are climatfc / hydrologic condRio�s on fhe sRe typical far this Ame of year7 Yes ✓ No _(If no, explain in Remarks J Are Vege}atlon _._,, Soil,_� or Hydrology, significanfly dlstur6ed? fVe "Normal Circumstances" present9 Yes __ No �� Are VegetaUon � Soil _, or Hydrofogy_ naturaliy pmblematic7 Qf needed, ezplain any ansWers in Remafks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, trartsects, important features, etc. HydrophyticVegetafionPreseM? Yes ✓ No IstheSampledArea HydAc Soii Presentl yes No -" �yj�hin a Wetlantl? Wetiand Hydrology Rasent? Yes No � Remarks: a )/,��}��-_>� v.-�,?42 ' ,h�C�� `C. ... ! L?.�°"Yt.'� V �+yJ � � �.. � 4�r . ,. � � .� i� .�. � .� . � .. .' Y�. . HYDROLOGY / Yes Na ✓ .� .. ' _� I /� ' _ � Wetland Hydralogy Indicators: Secondarv IttdicaMrs lrttinim4m oftwo re ir d) Primary ind'�cators (minirtwm of one is repuired� check II th t oolvl _ Sudece Soii Cracks (86} _ Surtace V1Fater (Af) _ Water-Stainetl Leaves (B� _ Sparsety Vegeta[ed Concave Surface (88) _ High Water Table (A2) _ Aquetic Fauna (81� _ Oreioage Pattems (870) _ Ssturation (A3) _ Mad DeposRs (615j (LRR ln _ Moss Trim Lines {B16) _ WaterMarks(B7) _ HydrogenSWfideOdor(Ci) ,_, �ry-SeasonWaterTabie(C2) _ Sediment Deposits (B2) ,_ p�cidized Rhizospheres an Livi�g Roots (C3) _ Crayfish Buttows (CB) _ Drift �eposits (63) _ presence of Reduced iron (C4j _ Safuration Ysible on Aerial imagery (C9) ,_ fVgal Mat or Cmst (64) _-Recent Iran Reduction in Tilled Satls (C6) T Geortrorphic Position (D2j _ Iron Depos(ts (BS� _ Thin Muck Surface (C� _ Shallow Aquilard (p3) _ Inundatian Visi6te on Aerial imagery (B� Other (EZplain In Remarks) FAC-Neutral Test (05} Fieid ObservaUons: SurfaceNtaterPresent? Yes No_ Depth(�ches):--r�� Water Ta61e Present? Yes ✓ No _ Depth Qnches): � Saturetion Resent? Yes„_ No_ �epth (nches): Wetland HYtlmiogy Present? Yes__ No '� InGudes q ilia fri e1 - Desaibe Recorded 6ata (stream gauge, mon�rmg well, aerial photos, p2v(ous (nspections), "rfavailabie: w //{ �_iY Remarks: Q ? a /'� � r I�.✓ � U'/!',�- � IJ �:.J"/b-CG7-Y� I., �rJr., j�•� .�1�; F �� .. l r US Army Colps of Engineers Atlantic and Guif Coastal Plain Region - interim Version VEGETATiOtV - Use scientific names of plants, 1. 3. 4. 5. 6. 7. Sampling (Plot size: � i� ) % Covar Soedes7 Status Number of �ominant Species � -�- ��N✓� �� /�'�-� ThatAre OBL, FACW, or FAC: �q� � �s c,u.� ru �hcv c� ��_�� ,.�n r�° �.,E �,r� '.ffv rar-r`,cGa � �Z s�aes a�� s ai sc�� ._Z- (a� PercentofDominantSpecies O/ n That Are OBL, FACW, or PAC: 0(O /t� �ag� �(1.� � Total Cover �Sa I'n SVa.S�um,, (Ptot size: �3�.j �,r �, fiY.2�,... ✓1�.�/pY�:✓rr. � � �}G z. z.� .n,�: nc�, G .��,q.�� 3. G!i✓t�7-2/t.�-.6/�./ V� y a2 �ct B�t� _� �• '� 4. 5. 6. 7. 3 v �= Totai Cover Shmb Stratum Plot srze: ) ' ,. c�, o.,�,il.D-��c. aa -� � � 3. 4. 5. 6. 7. ,�,= Total Cover Herb Shatum (Pbt size: � ) ' - -'-- � - - � �. ✓Ir��ni9 ,'nc�n;�a- T.�c.f�-� �.5 Y _�i/S 2. 3. 4. 6. 7. 8. 9. N. 12. aJ� = Toql CaVer Wood VlneStratum (Plots¢e:�,��) , Q r.✓�. rad.�� a,�,,�v �o Y NL s. 3. 4. 5. = Total Caver To�l °.6 Cover of: Maifiolv 6v� OBL species x � _ FACW spedes x z = FAC specles x 3 = FACII species g q = U PL species x S= Column Totals: (A) (B) Prevalence mdax = &q= `_�Dominan�e Test is>50°.6 _ Revalanco Index is 53,0� _ Problematic Hydraphytic Vegehation� {Fxplain) �Indiptors of hydric soll and wetland hytlrology must be preserd, unless disYUr6ed or problematic. Tree -UVoody plants, exduding woody vines, appmximately 20 ${6 m) or rtqre in heigM and 3 in. (7.6 cm) or larger in diameter at hreas[ heigM (DBH). Sapling - Woody plarRs, exclutling woody vines, appro�Umately 20 ft(6 m} or more in heigM end less than 3 in. p e cm) DBH. ShruE - Woody plank, axcluding noody vines, approzimately 3 to 2� R(1 to 6 m) in height, Herb-Allhertaceous (�on•woody) piants, inWuding herbaceous vines, regardiess of s¢e. Inciudes wnody p(aNs, ezceptwoodyviries, less than approxlmately 3 ft('I m) in fieight Woody vine -AO t1uody vmes, regardless of ha�ght. Hydrophytic Vegetatian ✓ Present? Yes_ No__ � a�, , � ` c ^�, ;�� J �n%-u�-,�- `� �`n.e.�-��"f z" �, u�2_ (l..�l.e.EC... (MC�I-6�'�v �.. �/''QP�S�EV... fr � 1 J /OIJ.$l/V� / � ! v `�' ..� �L�r'w,- n �7 �/ ��pJ1 Q � i-6 `,�'i2 P� na:'� /� .P �.�! 47.�i+ ' �� ri}F� 9�ih �`�.��} (INi� 4�/ 0..%-: t��,�$ US Anry Corps ot Engineers Atlantic and GWf Coastal Plain Region - Interim Version SOIL Sampling Point:/ ` ��2�� Profile Description: (Deseribe to the depth needetl ta dacument the intllcator or confirm the absence of intlicators.) Depth Mafix Redox Features Cnchesl Color (moiscl ?,5 Color fmoisU °h �T �e_ Loc 7ex#�re Remad<s D - (n ID `r��-�'ls �� fcw� /o a.�.;n- 7- � l� Y!_ i�r (�� — � a-'�! Sav c� t3 !� ;o �"o-,.%� �i� ;v��.,�z_ lo � i�l� S�re�,�, C.l�-v� s,� _ 'T e: FConcentration, D=-0e lation, RM=Reduced Matrix, CS=Coverad or Coated Sand Greins. 'Location: PL=Pore Linin , M=Mehix. Hydric Soil Indicators: Indicators ior Problematic Hydric Soils': _ Histosal (At) _ PolyvaWe BeiowSUrfaca (SS) (LRR 5, T, U) _ 1 cm Mimk (A9) (LRR Oj _ Hish'c Epipedon (AZ) Thin Oark Sudace (58) (LRF2 5, T, U) _ 2 ctn Muck (A10) (LRR S) _ Black Histic (A3) _ Loemy Mucky Mineral (F7) (LRR O) Reduced Vedic (F18) (outside MLRA q EaA,�J _ Hydrogen Sulfide (A4) _ Loartry Gleyed Mafix (F2) _ Fedmont Floodpleln Soils (F19) (LRR p, S,'� _ Stratified Layers (A5) Oepleted Matr6c (F3) _ Momatous Br7ght Loartry Soils (F20) _ Orgartic Bodies (A6) (LRR P, T, U) _ Redox Dark Surfam (F6) (LALRA ib3B) _ 5 cm Mucky Mi�aral (A7) (LRR P, T, U) _ Depieted Dark SurFace (F� Red Farant Material (fP2) _ Muck P�esence (AS) (LRR ll) _ Radox Oepressions (F� _ Very Shallow �ark Surface (fp7p) (LRR T, U) _ 7 cm Muck <A9) (LRR P,'n � Med (F10) (LRR U) _ Other (Expiafn fn Remarks) Deplated Below Dark SurFace (A11) Depleted Ochrfc (F11) (MLRA 161) _ Thick Oark Surtace (Al2) _ Iron-Manganese Massas (F12) (LRR O, P, "f) 'lndicafirs of hydrophytic vegetation and _ Coast Prairie Redoz (A76) (MLR4 �SOA) _ Umhric Surtace (Fi3) (LRR P, T, U) wetland hydrology must be present, _SandyMuckyMineral(S1)(LRRO,SJ DeihaOchric(F7�(MLRA151) unlesstlisturbedorproblemalit. Sandy Gleyed Matria (54) Reduced Vertic (F78) (MLR416UA, 1508) _ Sandy Redox (S� _ piedmont Fbodplsin Soils (Ft9) (MLRA 149A) � _ Stripped Matruc (S6) _ Anomalous Bright Laamy Soils (F2� (MILRA 149A,153C, 9S3O) Dark Surfaw (5� (LRR P, S, T, U) Restrictive Layer (if ohservetl): Type: f Depthpnches): ✓�/%�\ Hydric5oilPreseM2 Yes_ No '� Remarks: �� . '�J�F � ,� � '1 ', . :- /� � � I ;� .i... i= � C� f - ✓ ✓''/,. � R'(Q.G�� rIt-k: � ./'�� . ,. . r,� [ �"/�Y�+ �� M'/-C �' ��lG�`A.CG /"Q.tS�`:�.l�:� . '-��'} . . �/ US .4rmy Corps of En8lnaers � Atlantic and Gulf Coastal Plain Reglon - Intarim Varsion � ---- -_ ----�-----� �_-_ .�__ - . .�. _ �, .�_ � i�� MC Division of Waier Quafity _�efhodology for ldentification of Inierrrii�tznt and Perennial Sireams and Theie Origins v. �,G NC DWQ Siream Identification Form Version 4.0 Date: �/2 /� ' P�o'ecUSite: J � , ..,"-�,��/ 1 _ Laiiiutia: -.. r � �-. . . e. . .� .� , �: � ,ti � r Evaluator: !.�i ' ! County: ' I �.,. r �„i �, : ._ ' f/`a2- ,i.C,� ;�. Longitude: ��p c � . i Wif�i TeNc Total poinis: ' _ , Strearnisat;eastintsrmittent Stream Qeiermination (circie onej Other 0� � 172 1S oi pgrennial if? 30' �� b �., Intermittent perenniaL e � � .g.4uadName: � i�//j" C ,UYI A. Geomorpholo (Subtotal= �� AhsenY Weak lmge, greyi 1a� Co�tinuity of channel bed and bank n�loderate - s � 1eNudes 2. Smuosity of channel abng thalweg � � I 2 3 � 3, lo-channel structure: ex. nffle-pool, siep-pool, � � � - 3 ri ple-paol sequence � � � 4. Particle size of stream substrate 3 5, qcfive/retic[ floodpiain � � � � � 3 6. Depositional bars oi benches � 3 7 Recent alluviai deposits � z 3 Gane Fi 8. Headcuts � � 2 3 �Q�yo 9. Grade contrvl � � 2 3 10. Natural valley � � 5 � 1.5 � 5 1 11. Second or greater order channei 1,5 a ariificial ditches are not rafed; see discussions in manual No 0 Yes = 3 B. H drolo Su6total = ') �, 12. Presence of Baseflow � /� 13. lron oxidizing 6aderia 1 2 �'J 14. Leaflitter `� � 2 3 15. Sediment on plants or de6ris '�- � 1 �.5 p :ede-Llke i� _ 16. Organic de6ris lines or piles , ��5 � �,g 17. Soil-based evidence of higfi watertable? �� 0.5 � No=O 1$ �0`^"t C. Biolo Subtotal= ' Yes 3 sa = 18. Fibrous roots in stream6ed 3 19, Rooted plants in streambed � � p � 20. Macrobenthos (note diversity and abundanceJ O z � 0 21. Aquatic Mollusks � � 2 3 �2. Fish � 2 3 PrE� 23. Crayfish 0.5 � 1.5 y��-F 24. Amphibians � 0'S 1 � 5 25. Algae � 0'S 1 1.5 � OS � 26. Wetland plants in stream6ed FAC = D.5; FAC W= 0 75; OBL = 1.5 _ _ 'peren�ial sfreams may also be identified using other me�hotls. See p 34 of manuaL �5 �iher = p NUfeS: - h ('. �+ _ Sketc . laryem� � ?�l.�'r.:�.: .. .. ' , C�, ,^ri� �..� ii��../i'. . ^i��G/, � . "tpines � � � ' .. , � . .. , . . : . �. , i .. � . - � O✓� i . ' . . l/ � . . C �^(� / ^i) ' ' � : '. . . .�i1G(;i( �6 �i �; L'n !' J V �+3"l✓l'^. �r ,rya �, �, !1 il ., . / . . �'� FJI �. ... ✓4-� , . .. !J✓ �v�.... .'.'l. . � _ .. �. � � /, � � � � 1 ), . . J `C--L, r . . ! ;� , { ' J :. %:� f� .:O C/ __' 1 -- - Do�� lu ni�': d y`r , , �� ° <,� �' «� `� � �0(c0 _i-�i- �L-- , .o '� _.�-, .. _ . ..,_ _ �' 30'� .� . � ^ `'�,.�- �^. 35 - L - NC GRIDNAD 83/NSRS 2007PLAN VIE W N C D O T 0 5 0 2 5 5 0 S C A L E : 1 " = 5 0 ’ H O R I Z . D I V I S I O N O F H I G H W A Y S H A R N E T T C O U N T Y P R O J E C T : 4 5 3 3 6 . 3 . F R 3 6 ( W - 5 2 0 6 A J ) A N D S R 1 5 1 3 S R 2 2 1 5 B E T W E E N N C 2 1 0 4 6 L F O F 3 0 " R C P E X I S T I N G R / W E X I S T I N G R / W EXISTING R/WEXISTING R/W 3 4 + 0 4 . 0 7 35 - L - NC GRIDNAD 83/NSRS 2007PLAN VIE W N C D O T 0 5 0 2 5 5 0 S C A L E : 1 " = 5 0 ’ H O R I Z . D I V I S I O N O F H I G H W A Y S H A R N E T T C O U N T Y P R O J E C T : 4 5 3 3 6 . 3 . F R 3 6 ( W - 5 2 0 6 A J ) A N D S R 1 5 1 3 S R 2 2 1 5 B E T W E E N N C 2 1 0 5 0 L F O F 2 4 " R C P 8 2 L F O F 3 0 " R C P s R E P L A C E W I T H 2 P R O P O S E D E X I S T I N G R / W EXISTING R/WEXISTING R/W 3 4 + 0 4 . 0 7 O U T L E T I N L E T I M P A C T = 0 . 0 0 0 7 A C . W E T L A N D E . P . E . P . S H E E T 1 O F 4 = 0 . 0 2 4 A C . I M P A C T W E T L A N D C L E A R I N G 5 ’ M E C H A N I Z E D STR E A M R E M O V E E X I S T I N G 1 1 / 2 1 / 1 4 C O N C . F L U M E O F E X I S T . 1 8 " C M P R E M O V E 2 0 ’ 2-30" RCP@ 82’18 "C M P 1-24" RCP@50’ 1-30" RCP@46’ WETLAND DENOTES FILL INFFCLEARINGDENOTES MECHAN I Z E D *********** ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * ** * *** ** * * * F F F F F F F F F TOTA L P R O J E C T L E N G T H = 0 . 4 9 M I L E S 1 3 2 OF EDUCA T I O N HARNETT C O U N T Y B O A R D PROPERTY O W N E R : OF EDUCATION HARNETT COUNTY BOARD PROPERTY OWNER: 1 4 2 S H E L L S T A R L L C P R O P E R T Y O W N E R : B R U C E S H E L L E Y P R O P E R T Y O W N E R : T O T A L W E T L A N D F I L L = 0 . 0 1 7 A C . W E T L A N D I M P A C T = 0 . 0 2 5 A C . S U R F A C E W A T E R I M P A C T = 0 . 0 0 2 A C . P E R M I T S I T E # 1 I M P A C T S 3 :1 E X I S T . 2 4 " E X I S T . 3 0 " E X I S T . 3 0 " E X I S T . 2 4 " 270260250 280 2 7 0 2 6 0 2 5 0 2 8 0 0 1 0 2 0 3 0 4 0 1 0 2 0 3 0 4050 N C D O T D I V I S I O N O F H I G H W A Y S H A R N E T T C O U N T Y P R O J E C T : 4 5 3 3 6 . 3 . F R 3 6 ( W - 5 2 0 6 A J ) A N D S R 1 5 1 3 S R 2 2 1 5 B E T W E E N N C 2 1 0 0 1 0 5 1 0 S C A L E : 1 " = 1 0 ’ H O R I Z . P R O P O S E D 2 - 8 2 ’ - 3 0 " C L A S S I V R C P 3:1 S H E E T 2 O F 4 PROFILE V I E W 269.40 270.58 270.47 BOTTOM ASPHALT= 268.61 T O P P I P E = 2 6 7 . 7 1 PROP.INV=264.70 B O T T O M A S P H A L T = 2 6 9 . 7 9 P R O P . I N V = 2 6 4 . 2 9 34+00.00 34+00.00 I N V . = 2 6 5 . 8 6 @ 3 4 + 0 0 . 0 0 I N V . = 2 6 6 . 5 5 @ 3 4 + 0 0 . 0 0 I N V . = 2 6 4 . 5 1 @ 3 4 + 0 0 . 0 0 I N V . = 2 6 6 . 1 6 @ 3 4 + 0 0 . 0 0 34+00.00 TOP CURB= 269.33 1 1 / 2 1 / 1 4 EXISTING AND PR O P O S E D P I P E HARNETT COUNTYPERMIT SITE #1 S.R. 2215-HARNETT C E N T R A L R O A D PROFILE VIE W O F N C D O T 0 5 0 2 5 5 0 S C A L E : 1 " = 5 0 ’ H O R I Z . D I V I S I O N O F H I G H W A Y S H A R N E T T C O U N T Y P R O J E C T : 4 5 3 3 6 . 3 . F R 3 6 ( W - 5 2 0 6 A J ) A N D S R 1 5 1 3 S R 2 2 1 5 B E T W E E N N C 2 1 0 NC G R ID N A D 8 3 / NS R S 2 0 0 7 PLAN VIEW N C D O T 0 5 0 2 5 5 0 S C A L E : 1 " = 5 0 ’ H O R I Z . D I V I S I O N O F H I G H W A Y S H A R N E T T C O U N T Y P R O J E C T : 4 5 3 3 6 . 3 . F R 3 6 ( W - 5 2 0 6 A J ) A N D S R 1 5 1 3 S R 2 2 1 5 B E T W E E N N C 2 1 0 S H E E T 3 O F 4 1 1 / 2 1 / 1 4 12 ’ C O N C H W 12 ’ C O N C H W -L- 3 0 + 0 5 . 0 0 E.P. I N L E T 30 2 9 + 7 9 . 0 0 3 0 + 2 7 . 0 0 O U T L E T 92 LF OF 30" RCPs REPLACE WITH 2 PROPOSED REMOVE EXISTING2-56 LF OF 24" RCP E . P . E X I S T I N G R / W E X I S T I N G R / W EXIST. 60" RCP 2 - 2 4 " R C P @ 5 6 ’ 2-30" RCP@92’ SSSURFACE WATER DENOTES IMPACT S I N S S S 50 ’ ACCESS EASEMENT 1 2 2 11 T O T A L P R O J E C T L E N G T H = 0 . 4 9 M I L E S O F E D U C A T I O N H A R N E T T C O U N T Y B O A R D P R O P E R T Y O W N E R : DONNIE FARLEY PROPERTY OWNER: S H E L B Y H . C O L L I N S P R O P E R T Y O W N E R : S U R F A C E W A T E R I M P A C T = 0 . 0 2 2 A C . P E R M I T S I T E # 2 I M P A C T S O F E D U C A T I O N H A R N E T T C O U N T Y B O A R D P R O P E R T Y O W N E R : 2 F 270260250 280 0 1 0 2 0 3 0 4 0 1 0 2 0 304050 N C D O T D I V I S I O N O F H I G H W A Y S H A R N E T T C O U N T Y P R O J E C T : 4 5 3 3 6 . 3 . F R 3 6 ( W - 5 2 0 6 A J ) A N D S R 1 5 1 3 S R 2 2 1 5 B E T W E E N N C 2 1 0 0 1 0 5 1 0 S C A L E : 1 " = 1 0 ’ H O R I Z . S H E E T 4 O F 4 PROFILE V I E W 1 1 / 2 1 / 1 4 EXISTING AND PR O P O S E D P I P E HARNETT COUNTYPERMIT SITE #2 S.R. 2215-HARNETT C E N T R A L R O A D PROFILE VIE W O F 2 6 9 . 3 1 3 :1 270.58 269.75 29+79.00 30+27.00 I N V . = 2 6 5 . 2 2 @ 2 9 + 8 0 . 0 0 30+05.00 I N V . = 2 6 4 . 6 0 @ 2 9 + 8 0 . 0 0 E X I S T . 2 - 2 4 " R C P E X I S T . 2 - 2 4 " R C P PROP.HW P R O P . H W PROP.INV=263.30 = 2 6 2 . 8 4 P R O P . I N V P R O P O S E D 2 - 9 2 ’ - 3 0 " C L A S S I V R C P @ . 0 0 5 F T / F T Office 919-707-6900 9-05-14 X X Y Y 12"12" 12"12" VAR . VAR: VAR . 8’-8" 14’-8" 4 " CONSTRUCT WIDTH AND SHAPE OF PROPOSED MODIFIED 4" THICK CONCRETE DIMENSIONS MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER. FLUME INLET AS SHOWN OR AS DIRECTED BY THE ENGINEER. CONCRETE FLUME INLET W-5206AJ EXISTING GROUND ELEVATION 7’-4" 4 " - 6 " 4 " - 6 " SEE STANDARD DRAWING 846.01 FOR 9"x18" CONCRETE CURB CURB CONCRETE 9"x18" CURB CONCRETE 9"x18" THE EXISTING GROUND ELEVATION WILL BE THE SAME AROUND THE PERIMETER OF THE CONCRETE CURB. STANDARDS AND SPECIAL DESIGN CONTRACT SERVICES & DEVELOPMENT UNIT $ $ $ $ $ $ S Y S T I M E $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ D G N $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ U S E R N A M E $ $ $ $ SHEET N O .PRO JECT REFERENCE N O . CHECKED BY: FILE SPEC.: DATE: DATE: FAX 919-250-4119 DATE:ORIGINAL BY: MODIFIED BY:rnbritt 3 0 " R C P 3 0 " R C P 30"RCP 30"RCP 30"RCP PLAN VIEW SECTION X-X SECTION Y-Y GENERAL NOTES: USE CLASS "B" CONCRETE details/nbritt/english/hydro/w5206aj concrete flume inlet.dgn