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HomeMy WebLinkAbout20150872 Ver 1_Application_20150827��,� � 0�� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PnT MCCROav GOVERNOR .�ll�USY 1 Q� 20 ] $ 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: Subject: Notification for Nationwide Permit 14 (Minor Road Crossing) NCDENR 401 WQC 3886 NICKLAUSJ.TENNYSON SECRE'1'ARY Control Access Project- SR 1574 (Old US 74) over US 74- Columbus County State Project Number: W-5518 The North Carolina Department of Transportation (NCDOT) has scheduled to install controlled access bridge over US 74 in Columbus County via SR 1574. Total project length is 0.46ini. This project will require the fill of wetlands as shown below: Crossin Roadwa Station Mechanized Pennit Site #1 Sta. 28+12-Sta. 29+26 0.02 acres Total Wetland Impacts = 0.03 acres Permanent Fill 0.01 acres Construction of this project will require impacts to the waters of the United States in the Lumber River Basin. The project is located within the 03040203 Hydrologic Unit, sub basin 03-07-58. The nearest Tributary is Cow Branch, C;Sw. This site is located in North West Columbus County. Old US 74 (SR 1574) cunently intersects US 74 with an at grade intersection. Due to a pattern of frontal impact collisions; NCDOT proposes to build an overpass bridge to increase safety. This is also part of a larger plan to eliminate all at grade crossing and provide controlled access so that US 74 may be up graded to interstate conditions in the future. Permit Site #1 is located between Station 28+12 thru Station 29+26. There are Hardwood Flat weflands located here associated with a high water table. The nearest water feature is an unnanied tributary of Cow Branch, (C; Sw). 0.01 acres of wetlands will be filled far the P. O. Box 115Q Fayetteville, NC 28302-I 150 - Telephone (910) 437-0207- Fax (910) 486-1959 approach slope of the bridge. 0.02 acres will be cleared mechanically for erosion control measure installation. RESOURCESTATUS In general, there will be minor impacts proposed as a result of the wetland fill along SR 1574 in Columbus County. A Nationwide Permit #14 / NCDENR 401 WQC 3886 is required for 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 March 9, 2015, the U.S. Fish and Wildlife Service list seven (7) federally protected species for Columbus County. Federall Protected S ecies for Columbus Coun SCIENTIFIC NAME COMMON NAME STATUS Alligatormississippiensis American alligator T (S/A� Menidia extensa Waccamaw silverside 'j' Picoides borealis Red-cockaded woodpecker $ Haliaeehis leucocephalus Bald Eagle BGPA Mycteria americana Wood Stork 'j' ThaZictn�m cooleyi Cooley's meadowrue $ Lyimachiu asperulaefolia Rough-leaved loosestrife g "E" denotes Endangered (a species that is i� danger of eMinction thro�ghout al] or a significant portion of its range). T(S/A)- Threatened due to similarity of appearance, a species that is tlueatened Due to similarity of appearance with other rare species and is listed for its Protection. These species aze 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 December 15, 2014 survey for protected species. Protected species were not identified, nor, was the general habitat for each species identified. The US Fish and Wildlife Service proposal for listing the Northern Long-eared Bat (Myotis septentrionalis) as an Endangered species was published in the Federal Register in October 2013. The listing became effective April 2015. Furthermore, this species is included in USFWS's current list of protected species for Columbus County. NCDOT will continue to coordinate appropriaYely with USFWS to determine if this project will ineur potential effects to the Northern long-eared bat, and how to address these potential effects, if necessary. REGULATORY APPROVALS Application is hereby made for a Department of the Army Nationwide Permit 14 / NCDENR 401 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 proYected. All appropriate BMP's will be uYilized during construction. Attached is a Preeonstruction 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. Sineere�y, � CP� ,_, � � �,.� �.v S James 1�/. Rerko, PWS Divisibn 6 Environmental Officer ATTACHMENTS Ca Amy Chapman, Division of Water Quality (Electronic copy) Mason Herndon, Division of Water Quality (Electronic copy) Greg Bums, P.E., Division Engineer N Site fnformatio� i� �. i•�''���' W E -r �r �A���-. -�j�'� ��• °'y; 0 900 1,800 3,600 Feet SR 1574 Old 74) @ US 74 �-� � �� i S � � Columbus County —� 1 inch = 2,000 feet i � ' � ' ��;, � .�. , ' ; �� r' y t '� • /^ �, 4 1\�'�� 1 � .. � \' i .� �i ' � v ��� � �I �r N �'�. � 5 r����� 1, �, . `�' \ . � '� I. 1 1 s' � � 7 �" , . / +" st �;�� � {J-� �- i �: �t t : C4`� �' �` �j� ,�j�� �f•t' , �3�e j �'� �� � .'�, :. '� y i �` i F � i i �� fa u� �.� ' ' ,/..� ' � 5� ( n� �*+y K. r�• "�. I iC Y Ri1° '`� y� y� !' ��� k i� i {,� } i.i �� ` .� � s`.,.�. �' +'�•�l.�i .y.y� �b x'PS��. ��- � .la_.. �� f 4 `�a� � � ��a s�. �+�� . 1 .i 1 ' ���� S�.- �f T�• { .. + Y •(.�� 't ' � i, ,��b�r � � _ f � . � ' . - . . � .: {.� . 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Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is paymen'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. 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: SR 1574 (Old 74) at US 74 2b. County: Columbus County 2c. Nearest municipality / town: Evergreen 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state W_ 5518 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 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 annlir.ahlel� 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 1a. Property identification no. (tax PIN or parcel ID): NA Latitude: Longitude: - 1b. Site coordinates (in decimal degrees): PS#1:34.3885'N -78.8710'W (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 6.4 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Cow Branch proposed project: 2b. Water Quality Classification of nearest receiving water: C; Sw 2c. River basin: Lumber 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: Currently Old 74 (SR 1574) crosses over US 74 at an at grade intersection. Three of four quarants are wooded, while the North East corner is a small NCDOT waste site. 3b. List the total estimated acreage of all existing wetlands on the property: 0.03 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 0 LF 3d. Explain the purpose of the proposed project: There have been a high number of frontal impact crashes. The proposed over pass bridge will eliminate this intersection and increase safety. Also, future goals include up grading US 74 to interstate standards. 3e. Describe the overall project in detail, including the type of equipment to be used: Fill material will be brought in with dump trucks and pushed up with front end loaders to build approach slopes. An overpass bridge shall be built utilizing cranes to set pre-cast slabs. The slopes will be permanently seeded and stabilized. Impacts will be minimized as much as possible. 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 for this property / project (including all prior phases) in the past? ❑ Yes � No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? � Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: NA Name (if known): NCDOT Other: NA 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes � No this project (including all prior phases) in the past? ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. Page 3 of 11 PCN Form — Version 1.3 December 10, 2008 Version 6. Future Project Plans 6a. Is this a phased project? ❑ Yes � No 6b. If yes, explain. Page 4 of 11 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): � Wetlands ❑ Streams-tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type 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) Tem orar T W1 � P❑ T Fill/ Mechanzied Hardwood Flat � Yes � Corps 0.01acres Clearing ❑ No ❑ DWQ (0.02acres) 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 0 T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 0.03 acres 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type ofjurisdiction 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 Nq ❑ 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. qe. Open water Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Tem ora T 01 ❑P❑T NA 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or 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 construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require 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 Tem ora T im act required? � isquare feet) B1 ❑P❑T ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: Page 6 of 11 PCN Form — Versian 1.3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed bridge is the minimum necessary to transport motorist safety over US 74. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Erosion control measures and safety fencing will be installed as BMP's so that construction personnal do not disturb wetlands adjacent to project site. Ditches will be the necessary depth to pass storm flows but not drain or degrade wetland features in the surrounding area. 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, mitigatio� is required by (check all that apply): ❑ DW Q ❑ 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: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 7 of 11 PCN Form — Version 1.3 December 10, 2008 Version 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. Caiculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone � 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 within one of the NC Riparian Buffer Protection Rules? ❑ Yes � No 1 b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: ❑ Yes ❑ No 2. Stormwater Mana ement 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: Please see attached Management plan 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local governmenYs jurisdiction is this project? 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 rem Review ❑ Coastal counties ❑ HQW 4a. W hich 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 Sa. 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 — Versian 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes use of public (federal/state) land? ❑ No 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 additional development, which could impact nearby downstream water quality? ❑ Yes � No 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. Due to the minimal transportation impact resulting from this Control Access project, this project will neither influence nearby land uses nor stimulate growth. 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. Page 10 of 11 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. W ill this project occur in or near an area with federally protected species or � No habitat? ❑ Yes 5b. Have you checked with the USFWS concerning Endangered Species Act � No impacts? ❑ Yes ❑ Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS Endangered Species website (list by county), Preliminary Ground Survey, Natural Hertiage GIS layer 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? USFWS website- http://www.fws.gov/nc-es/fish/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 � Yes � No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NCDOT Cultural Resources office preformed an internal review through the Programmatic Agreement between State Historic Preventation Office and NCDOT. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No 8b. If yes, explain how project meets FEMA requirements: NA 8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping website (Tile# 0222) I� Crreg Burns, P.E. ����� Aug 10,2015 %/2n ,,� 1 . Ar � 1. , �6f/S i. ApplicanUAgenYs Printed Name � ApplicantiAgenYsSignature �,, � Date (AgenPs signa ure is valid only if an authorization letter fromihe applicant � is provided. Page 11 of 11 PCN Form — Version 1.3 December 10, 2008 Version TIP W-5518 Columbus 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: Intersection of US 74 and SR 1574 in Columbus County (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State:NC County/parish/boroughColumbus City: Whiteviile Center coordinates of site (lat/long in degree decimal format): Lat. 34.3885° Pick List, Long. -78.8710° Pick List. Universal Transverse Mercator: Name of nearest waterbody: Cow Branch Identify (estimate) amount of waters in the review area: Non-wetland waters: linear feet: ft.width (ft) and/or Cowardin Class: Palustrine Stream Flow: Wetlands: 0.03 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 1 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 of jurisdictional 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): 2 � Maps, plans, plots or plat submitted by or on behalf of the applicanUconsultant: . � 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: Tabor City, 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 ❑ Other (Name & Date): ❑ Previous determination(s). File no. and date of response letter: ❑ Other information (please specify): IMPORTANT NOTE: The information recorded on this form has not necessarilv been verified bv the Corps and should not be relied upon for later iurisdictional determinations. Signature and date of Regulatory Project Manager (REQUIRED) 3 '�� _ d'�Z��/� Signature ancl date of � pe�son requesting preliminary JD (REQUIRED, unless obtaining the signature is impracticable) vv-oaiu Columbus County Estimated Site Cowardin amount of Class of number Latitude Longitude Class aquatic aquatic resourcein resource review area 1 34.3885 -78.8710 Palustrine 0.03 acre Non-section 10 -wetland wtrLAND DETERMINATION DATA FORM —Atlantic and Gulf Coastal p�ain Region Pro)ecNSite: w` i`%l v JS 7y�G%��� Ciry/County: �Glvi�l'�UUS Sampling Dsta: �a /-S �� Applicant/Owner: ✓i C ULT D/✓GJ � 3�te: �C sam irn ' � P B Polnt: ��� Q/N G�.- Investfgatnr(s): �: :� � �. .i��� Seabn, TownshiP. RanBe: �'�,� � (.c;� . Landform (hlllslope, tetrace, etc.): _ h-�__!u�-�';: f-� � Local relief (conceve, mnvex, none): � G/I [GUj-� Slopa (%): ^- 9 ( ) Lat: .�`-; � �_7��:- n Subre ion LRR or MLRA : � ` Long: °' � � . � ��' J�"? Oatum: / �� 3 Soil Mep Unk Name: R�. �-Ci . f�5 � � NWI classiflcation: _:�.: •" � . - �y�,; ���„ Are climatic! hydrologic condNlons on the ske typical Por fhis Ume of year7 Yes � No, (If no, explain ip Rertrarks.) �� Are Vegatatlon � Soil,_� ar Hydrolapy __ sfgnlfcaMly dlsWrbedl !Ve "Normal ClrcumsFances" preeent? yes / No A.re Vege�tion � Soll _, or Hydrology _ naturalty pro6lemadcl (If naedad, ¢zplain any answars in Rernarks,) SU MMARY OF FINDINGS — Attach slte map showtng sampling point locations, transec}$, �mportant features, etc. Hytlrophytic Vegefatlon Presenl? Hydric Soil Present? WeNend Hydrology PresanY? W`� `'� ���-c� HYDROLOGY Yes � No= I IstheSampledArea Yes / No Yes � No � w�hin a Wetlantl? Yes,�_ Na � �I, c�%` !!V CC! ,:n � �, �.F ,�i. ..L . ,f. . ,� � --, ��� Welland Hydrology indicatow: Second_a_ry Indcators (rre ' m of tw reauire+n rima di ors mtnim of one is uirad� chec I�that a gp�� �j� C�� (B� _ Surfece Water (Ai) _ VVeterStained Leaves (B� ✓Sparsely Vegetsted Corn�ve Surface (8g) _ High Water Ta61e (A2) _ AquaBc faurca (81� . �rairte8a F'attems (810) � SaNrefion CA� _ Marl DaposiGs (B15J (LRR ln ✓Moss Trirn Liues (B1G) _ WaterMarks (Bt) Hydrogen Sulfide Odor (Ct) _ Ory-Seasort WaterTabie (C� — ���M �Pos� (�) ✓O�Ud'¢ed Rh@ospheres an Living Roota (C� _ CrayRsh BWroµ� (Cg� _ DriR �epostts (B� Presence o} Reduced Iron (C� _ SamreHon Visible on Aedal Imagery (C� _ Algel Mat or Gust (B4) _� ReceM Iron Reduction in Tilled 3olis (C� _ Goomorphk posillon (D2) _ tron �eposits (as) _ Thin Mucksurtace (c� _ shenowqquifard �p3� _ inundation Visibie on Aeriai tma@ery (8� _ Other (EZplaln (n Remarks) _ F/1C-Nautral Tesi (� Field Obsarvations; 3urFaca Water PrcserR7 Yes_ No "" Depfh Qnches): - INaterTa6lePr¢sent? Yes__ No__ Depth(mches): SaWretion Rasent7 Yes __ No � Depth Qnches): WeHand Hydrobgy Preserrt? Yes '�� No �ncludes ca �la fi e) _ Desaibe Recorded Deffl (stream gau8e. ��9 weil. aeriai photos, previous inspeetions), ff available: , J`�,d Remarks; �+ �.�, . . �� (N'.:, �( , �. �� n r` �� „6-�i : . U�. � �%Ci M1� �'� � � . / , . /1 �.-�l. �l� . 4/�. �1/� (Xil C.G�;.,..rc, . IU'i!l%° l�lL4o �� .t iCM?�J ,_ c, � ,. � .,, � , � i �� - , _ r . . ; �� .. Yl (Y15 , �,�-o � c" � r :1,tt�i , _ � � ,r� ;, _� ! , , , ` 3t V . `� � �9 ,.'� , . �:s C � " �� . , i� � u� • t :�, , . " � ;'•> " U3 Army Corps ot Engineers ANanUc a�d Gulf Coastai plain Reg(on - Inter(m Verston VEGETATION - Use scientific names of piants. Absolute oommant maiwror 7ree StraNi _(Plot size: 3� ) % Cover Soe�c/iea9 Slatus 1. .L'e t� A W,� �lr �. Ca�-'r Y?T' '�3 �'. 3,,,1i / �'�',E«. 2. �fr ninD�1 ��/n'�P/la� J� 3 Y '�.0 3, ��ci1`rr,m 33 l ��;G 4. 5. 6. 7. � 3�( �_•rar�ico�e� Saoiina Stratum (PIoS slze: �'1' ) 1. (Yb.u.V��l'� ri. V'1'fa�'nJta.�nc� � `!� al9CW J � 2. 3. d. _ 6. �. C,, 7. j1 r�v = Totel Cover Shrub Stratum (Plot size: ��" (j ) ,. f�,,Y;!,� ����, �.r-•�. yo Y � z. �faCCi�N��.�.�VY+. CnC'"qv�Y`�uivi, S I�G , '�FC.- i 5. . 6. _ 7. _ 2✓�' =7o1alCover Herb SfreNm (Pbt siza: ) ...'-. �` ... . . 'I. _ 2. _ 3. _ 4. _ 5. _ 6. _ 7. _ _ 10. 1 I. 12. = Total Covef Woodv Vne Stratum (Plat sizs: ) 1. 2. 3. 4. 5. �,�G�{�,,_,� �r ;if ,. WdY� = Total CoVer ' n ,� V-P'�Q✓.r�.. _ �IL a�ti,cs�._� .^i SemplingPolM: . �'� �".�J��lL- Numiser of DominaM Species � ThffiAre OBL, FACW, or FAG: �A� TotalNumberatDominant /_ SpeciasAcrossAllStrala: KJ �B� PerceMOfpominam5pades �i Thst Are OBL, FACW, or FAC: ���� Total%Coverof: MuHicWhv� OBLspecles x 1 = FACW speaies x z � FAC specles x 3 � FACU spedas x 4 = UPL specias x 5 = Column Totals: �p,� �B� Prevalerwe Index = Blp� �DOmNance Test Is >5pq� _ Prevalence Index is 53.�� _ Problematk Hydrophyuc Vegetatlon� (Explain) �tndimbors of hydrtc snil and vnayynd hydrobgy must be presetR, unlass disWrped ar pioblamatic. Tree-WUOtlyplents, axduSmg xroodyvines, apprwdmatety 20 ft(6 m} or more in heigM end 3 In. (/.6 an) or larger In tliameter at 6reast halght (DBF�, Sapling -4W odY P�n4, excludhtg µuody vbe¢� eppmximately 20 R(8 rta or moro fn helgMand less tlian 31n. (7.6 cm) DBH. Shrub - Woody plaMS, exduding wbody vl�ey, approx(metelY 3 to 2p }t (1 to 6 m) In height Herb-AI� hertaceous (rwn�vaod� planfs� induding frefiaceous vines. regardiess of sae. InGudes v.nody pierds, exce woody vinas. less than appro�dm9tely 3 ft(t m) ln eight Woody vina-A9 woody vrnas, regar��gu oi height Hydrophytic Vegetation Presetrt? Yes � No__ � = ,.i�-.i p�� ��,(, ' n`�iy` r,p_ j �(�J'e"`i /lN'��lC.�.v-�.�(.`�vt��',(�11.�=�y U9 Army Corpa of Engi�eers AtianNc end Gulf Coastai plaln Reglon - Intenm Verelon SOIL ,n � �_ samnlina a�t�r Y\�� � � Cn�' ProFle �escript)on: (Descdbe to the depth needed ta document the Ind(cator or con£rm the absence of indicators J pepth MaMx � Redox Feafures finchesl Color (rtroisfl 4G Oolor (moisfl _ %�_Type_ Loc� Tezture P,emetl<s d-'�-� 1�7{ f::�%� Sn -�,n �7/,i 70 1 FL luam� �T e: C=Concenha[ion, �=�e letion, RM=Reducad Matriz, CS=Covered or Coated Sand Grains. 'Loptlon: PL=POre L1nin , M=MaVix, Hyddc Soil lndcators: Indicators for pro6lematic Hydric Soiis'; . _ Histosol (Ai) palyvalue 9elow Surfaca (S8) (LRR S, T, U) _ 1 cm Muck (qg) (LRR O) _ Histic Epipedon (A2) _ Thin Oark Surtace (58) (LRR 5, T, U) 2 an Mudc {A'10) (LRR 5) _ Black Histic (A3) _ Loartry Mucky Mineral (Ft) (LRR Oj _ Reducetl Vertic (P78) (outside MLRA 16�A,0) _ Hydrngen SuIFIde (A4) Loartry Gleyed Matroc (P2) Redmont Floodplain Sails (F1� (LRR p, S� 7) _ Sha�ed Lsyers (A5} �Depletad Matfuc (F3) Momalous Btlght Loamy Solls (F20) Organic Bodies (A67 (LRR P, T, U) RedoX Dark SurFaca (F6) (MLRA'153B) . _ 5 an Mucky Mlnerel (An (LRR P, T, U) _ Depleted Oark SurFace (F7j _ Red PareM Materlal(TF2) _ Muck Presence (AS} (LRR U) Redox Depressions (F� . _ Very Shalhw Darlt Surface (fF12) (I,RR T, Uj _ 1 an Muck (A9) (LRR P,'n _ Matl (F70) (LRR In _ Ofhe[ (E�cplain in Ramarks) DapletedBelowDarkSurface(Att) DepletedOchrk(Fti)(MLR4761) � Thlck Datic Sudaca (Al2) _ Iro'r-Manpanese Masses (F12j (LRR O, P, Tj 3lndkators ot hydrophytic vegetacfoo end _ Coast P2Ide Redmc (A18) (MLItA 150A) _ Umbric Surtace (F13) (lRR P, T, ln wefland hydrology must be present, _ Sandy Mucky Mtneial (51) (LRR O, 5) Dst� Ochtic (Fi� (MLRA 151) uNess distu�bed ar pro6lematic. Sandy Gleyed Matrix (3� Reduced Vedic (F18) (MLRA 160A, 7508) , _ Sandy Redox (S� Piedmorrt Floodplain Sofk (F19) (MLRA 149A) � SVipped Metr& (SB) _ Arwmabua BrIgM Loartry Solls (F20) (MG.FtP.149A, i53C, t63p) ^ Dark Surfeca (s7j (LRR P, 5, T, U) Restrictive Layer (if observed): Type: ^ �epth (inches): �,J'�\ HYdric Soil PreseM7 Yes `�'� No Remarks: � � � �� f '' � '�� � � ' � � ��� l� . . .1 . . .� -, ;.<� .x .. . .._ � <UM�� i Cr7d� � �� �� v ', � � � � � f S O f � � , l�G: � �iG�i.>2 ". :i ..i';C�f �- �!' �D/Q, {��/ i '' /.� � l. ,1 , y� r _ . � .. .. . . � 1!:,�y ��. h � A I I� ,1 � ' t ' i l l • � � � l - � _ � r � �.'Y' G . � (S ^ f' . ' � "� � . . . t �� _ . _ . . ` ' . � / \ _ . US Army Corps of En9lneers � AtlanNc and Gulf Coastai Plein Region- Intedm Veision WETLANQ DETERMINATION DATA FORM-Atlantic and Gulf Coastal Plain Region P�o}��s�: U S� `� � Ol ��`t V l��- �1 �' cnyico�� �GI .,; �• � i..��'� `— samprna oeea: I � I`- i!�;� ApplicanVOwoer: �Y C i'.XJT ,�;q✓q yp S�ta: C'.. ���i Sampling Pofnt ����L"�-/ i`-�' Investlgamr(s): /�t[.XX Seci(on,ToWnship,Renge: Gti �`13��1_Q„�'-r. • n i; Landform (hillslope, terrace, atc.): �'�-t..�..� �-z.� ' C'- Local relief (concave, cronvex, none): ��%YI (/PJ�_ Siope (%): '— Subregion (LRR orMLRA): / Lflt: �`� r%� '! v� Lo�B: `? �, s' 7i .�Z.3'a.. 4atum: �'/83 Soll Map LlnitName: Gd �- � IiCJ� GiS�fJC��(L7 NWldassiflcation:_t^�U(� (p/i�{ � Are climafic / hydrobgic cond'Rians on the sde typical foc thls time ofyear? Yes _ No _(If no, explain in RemarksJ Are Vegetatian _� Soil_� or Hydmlogy_ sigaificently disfurbed9 Are "Normal Circumstances" present7 Yes �" � No Na VeBe�tio� J 3oil_, or Hydrobgy_ naWreily problemaUc? (If oeeded, exp(aIn any answers in Remarks J SUMMARY OF FINDINGS - Attach site map show(ng sampling point locations, transects, Important features, etc. Hydrophytic Vegefation Present? Hydric Soil Present? Wetland Hydrology Present? Remarks: `� ,,1, 1 �,�; ; .. HYDROLOGY Yes_ No Yes No '' Yes No "" \r� � is the Sampled Area withio a Wetiand? �°J( . ^: Yes No ✓'�� Wedand Hydrology Indicators: Sewndarv Indwtors (minimum aftwo reoulredl PrimaN Indicators fmf 'mum of one is reouired� checkallthataoolvl _ Sufice Soil Credcs (86) _ surface water (nt) ._ watersained Leaves (&'� _ sparsely veyetated co+qave surraoe (es) _ Higfi Water Table (A2) _ AquaSc Fau're (813) . _ Ordina8e Pattems (610) _ Samration (A� _ Mar1 Oepostts (615} (LRR ln _ Moss Trim Lines (8767 _ V✓aterMarks (Bt} _ hlydrogen Suffide Odor (C1) _ �ry•Season WafarTable {C2) _ Sediment Deposfts (R2) _ Oidd'¢ed Rhi¢ospheres on LNfng Roots (C3) _ CrayFlsh Burtom (C� _ Drift Oepos'its (B3) _ Pmsenw of Reducetl imn (C4) _ SaWraCOn Visible an Aeria� Imagery (Ce) _ Algal Mat or Crust (B4) _-ReceM Iron ReducUon in Tlled Sotls (CBj _ Gecrtwrphic Posi�on (D2) _ Iron Daposi4s (B5) _ Thin Mudc Surtace (Cn _ SheUoW Aquifard (D3) _ InundaBon �slble on Aedal Imegery (6� ^ Otber (F�cplein ln Retrarks) _ FAGNeutre� Test (OS) Fieitl 06servations: SurFace 1Natar Preserit7 Yes _ No _� Depfh (nches); � Wafer Table Present? Yes _� No _� Depth Qnches): Sat�ratianResetd? Yes_No=DapthQnchaz): WetlandHydrologyPresent? Yes�_ No / ncludesp IDa fi e) Desaibe Recordetl Data (stream geuge, rtonitor�gwall, aenal photos. previous inspec[ions), H availab�e: � \� � Remarks: + \. � . i . . `` !,`�� ;i.i`., i'' ' . . _ ' . : ��A '�✓ i 'A.�1 i�il�)rj�,�''� . � - �.�''��� . 1 ��° 1 , � � - ' (.�"� � , �1� . � ,� �i t ) �- � � , � ' . , ' � ' . � . . � � Gin.. ' in,� ;�G-'- .j� ` � [�.t� r \, 1 " ' ` ^ .. � '_r ^ , .. ^,' ' .. -d �:,-'1. . . . . . . ' � i,�: . �' �e�, ' _ . ' , ' � , r� US Army Corps of Englneers Atlantic and GuBGoasta! Plain Region- Imer(m Verelon VEGETATION - Use scientific names of plants. (Plot �. z. 3. 4. 5. 6. rz-� °,6 Cover S4ecias7 Status _ l�0 Y � u. � No �� 3 � a Toql Cover Saoltna5hatum (Plotslze:_�) ,. Ac,n� Y�.. hv�rn, � i � 2. 3. 4. 5. 6. 7. 3 � � = To�l Cover Shrub Stratum (Plot size. _� ) � �O � �3i Cat/ i. �14S1YJDGm I.�t�'<`,!'�� r-'"r;F, 2. 3. A. 5. 8. 7. - HetbStretum (Plotsita: ) 1. 2. 3. 5. 6 7. 8. 9 it. 12. WoodvUmeStraWm (Piots¢e: 1. 2. 3. 4. 5. y== TOfdI COYBf = Total Cover Sempling PoiM: _ " �1��� NumberofDOmtnentSpecies 3 ThatNe OBL, FACVJ� or FAC: �q� Total Numbarof Domi�errt Species Across P11 Strata; � �BT Peroe�tof0ominantSpetie5 �(�� That Are OBL, FACyy, or FAC: ��8� Total%COVerof__ MultioNby� OBL spedes X � _ Fncwspeues x Z - FACspeaes x3= FACU spedes x q _ UPL species x 5 _ Column Totais: �q� �B� P�evalence Intlex = BfA= !�� Domimance Test ts >50% _ Prevalenca Intlez is 53.0� _ ProblemaGC Hydrephytic Vegetation' (F�cphin) �IMicato5 of hydrb so(i aM weNand hydralogy must be prosaM, unless tltsturbed or pro6letnatk. Tree - UVoody P��, exdud�ng woody vines, epproximately 20 ft(8 m) ur r�rora in ha�gM end 3 in. p.8 an) or hrgar in diameter at 6reast heigM (DBH), Sapling - Woody plaMs, axGuding woody vines, approxlmetey 20 R(6 m) or more in heigMand less than 3 in, p.6 cm) DBF{, Shrub - Woody phanffi, exUUding noody vines, approxlmataly 3 to 20 ft(� }0 6 m) In height. Herb -AN harbaceous (non-woody) plants, indutling herbaceous vfies, regaMless of s¢e, Iriqudes xaody pla'rts, e�cceptwoodyvines, lessthan approxirrstely 3 ft(1 m) in he(ght Woody vice-NI wVOdy yures. Bya�yless ot helgM. Hydrophytic � Yegetafion =ToqlCover Presenf? Yes '� No__ �t'a��f t�n.t-�F�.a 1�E�lo/�j �,f�a _�Cs�s�br.ic, �'��ht.�i';nn r.vc�i 5rr�.° k��a a � V'P��r..��;Q �?�„���; �--rt $�lln , US Amry Corps of Engineers AtlenUa and Gulf Coasfal plain Ragion - Interim Version ,� SOIL � ti � Samp)ing Point: � ProFle Description: (�escnbe to the depth needed to document the indicator ar con£rm the a6sence of indicators.) � Depth Matrix � Redox Features Mchesl Color(moisfl °b Color(rtwistl % TVpe�Loc Tezture Remarks 6- 8 /U ; <-- }/� ?u /vy2�/y ,'o _ M /,Q, -� � � .� ;��-� a � �a� /r�ya, '�;;c � _ /'.. c.'a-�i l�a�m �Type: C=Concen4aGon, D=Oe etion, RM=Reduced Matra, CS=Covered or Coated Sand Grains. 'Location: PL=POre Linin , M=MaVix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _ Histosal (Ai) Polyvalue BelowSUrface (58) (LRR 5, T, ln ^ 1 cm Muck (A9) (LRR O) _ Hisdc Epipedon (P.21 _ Thin Oark SuAace (SB) (LRR 5, T, ll) 2 cm Muck (p70) (LRR S) _ Black HisNc (A3) _ Loercry Mucky Minera� (Fi) (LRR O) Reduced Uertic (F78) (outside MLRA y50A,B) _ Hydrogen SutFide (A4) Loamy Gleyad Matmc (F2) _ PiedmaM Floodplsln Soils (Fi9) (LRR P, 5, Tj _ Stratified Lsyers (AS) _ �epleMd Matr& (F3) _ Mortraious ErigM Loamy Soi15 (F20) _ Organic Bodies (A6) (LRR p, T, U) Redox �ark Surface {F6) (bILRq y538) _ 5 cm Mucky Mtneral (A� (LRR P, T, l!) _ Depleted Dark Surfaca (F� Red Parerrt Maierial (fF2) _ Muck Presence (A8) (LRR U) _ Redox Oepresslans (F� . VeryShallow Dark Surtace QF72) (LRR T, U) _ 7 cm Muck (A9) (LRR P, n Mad (F10) (LRR U) _ Oiher (Explain in Remarks) _ Depletad Below Dark SurFace (Att) Depleted Ochric (F11) (MLRA 181) _ Thick OarkSurfece (Al2) _ Iroo-Menganese Masses (F12) (LRR O, P, i� °Indicators M Frydrophyt(c vegeFation and _ Coest Pra'vte Redox (A76) {MLRA 150A) _ Um6ricSUrlace (F13) (LRR P, T, U) wetland hydrology must be prese�t, _ Sandy Mucky Minerai (51) (LRR O, S) Defta Ochric (Fi� (MLRA 1S7J unless dfstur6ed or problematic. _ Sa�dy Gteyed Matra (S� Raduced VeAfc (F78) (MLR41fi0A, �SOB) , Sandy Redox (S� _ PiedrtroM Ftoodplai� Soils (F19) (MIRA �49A) � _ Stripped Matrut (S6) _ Anomalaus Bdght Loamy Soils (F20j (MLRA 149A,169C,1fi3D) Dark Surfece (S� (LRR p, S, T, U) Restrictive Layer(if observed): Type: /�/n `/ Depth (inches); V'/ i� . Hydric Soii Present7 yes __ Ma Remsrks: SO //( . !'I. l�t G .� C✓L' � . G� ��-'ii: ,. ^ 'i✓1 :" '�/� / "� � Gl . /'.'/. ,l,( . ) /� v, . �1✓� . . :.'. � � �t � , ✓✓'t^� i �, i/' . ` '�i� C : . ut'' � ' / �.t � -� J +" d�Q ( �'1i1 (/ � �� � - � / � � .. . � �,' G� :•. �. !'X „ . USArmyCOrpsofEngineers � AtlanHcandGUlfCoastalPiai�Region-IritarimVetsion � � � � � � � � � � � � � � � Q � � � � � � � / � � C ,� � � � / Q � � N � 0 o�\ / � w i � � � � w � � � C� �o� o° N � \ � (� o= � � � a� � oo� �9�� � � � � I • � � � • � Prepared for: Prepared by: HyDRAULICS E11tGI1�lEER GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH HIGHWAY -�—MULKEY ADT 2014 — 1�� oo DIVISI01� 6 ENGINEERS S. CONSULTANTS PO Box 331 27 p RALEIGH� N.C. 27636 50 25 O 50 loo ��O Gillesp7��i/e� St. (9�g� g51-1978 (FAX) ADT 2035 — 2� l oo Fayetteville, lY li 28301 W�NW•MULKEYINC.C�M O� �O� �� � LENGTH ROADWAY TI P PROJ ECT W-5518 = 0.420 MI LES N< <��e°=e N° �_,°2, �� qo K = p/o 2012 STANDARD SPECIFICATIONS �°t �0 PLANS LENGTH STRUCTURE TIP PROJECT W-5518 = 0.040 MILES � p= o�o JOHNNY BANKS P.E. � a 50 25 0 50 l00 TOTAL LENGTH TIP PROJECT W-5518 = 0.460 MILES PROJECT MANAGER SIGNATURE: r � T= 6%* RIGHT OF WAY DATE: a � V= 60 MPH FEBRUARY, 2015 ROADWAY DESIG11t �' ° �� * o o W. CRAIG PARKER, PE E11tGI1�EER ��� Q�Q PROFILE (HORIZONTAL) TTST = 3/o DUAL = 3/o ROADWAY PROJECT DESIGN ENGINEER � 00 �� � a Q��Q 10 5 0 10 2p FUNC CLASS = LETTIIIIG DATE: MAJOR COLLECTOR FEBRUARY 16, 2016 SEAN MATUSZEWSKI PROFILE (VERTICAL) NCDOT CONTACT P.E. SIGNATURE: �������� ������ N.�ME� .�NI� .�sI)�RESSES R�FERENCE N�. N.�MES .�DI)RESSES N.C. DEPARTMENT OF TRANSPORTATION PERMIT DRAWINGS SHEET 2 OF 4 6/30/20/5 I I I ; � PROJECT REFERENCE NO. SHEET NO. � ' ` END BR/DGE ; � BEGIN BRIDGE z W-55/8 5 ; � —L— STAo22+98027 � ,� � —L— STAe25+14e46 �� �� RrW SHEET NO. ' BE�IN APPROACH SLAB 6� io� F�: ,� � qR. � END APPROACH SLAB ,\ P, BEGIN CON RUCTION ROADWAY DESIGN HYDRAULICS � � —L— STAe 22+74e4/ HL Ps ��� ^,� S -rF� —L STA, 25+38e32 — —Y STAo l+90000 ENGINEER ENGINEER 8-77 B-77 � � `" N 6° 03' S1.9" o " Q� —L— `" � ''� � 1�T��lyll lf�lLlE lE l�]L Al1�T� � N N N JQ N D� N�T US1E ]F�R % W .�CQUIISITH�N � � O � Up � � � ����s���� �� ����� i� B-77 ^� ^ B-77 � � � /0� 6 IID� N�°Jf° �TSE F� C�NS°Il°IBUCTI�N ' � �A • PS _ SHLDR w000s o,� , PS �/ SKEW—ll8°4/'l5„ I / ; BRIDGE/ROADWAY RELATIONSHIP SKETCH �, ; � � � RETAIN \ � i � �\ WOODS � � � � � � _ I I I i m ,. . . , _. � . . `�, y� j� PROJECT REFERENCE NO. SHEET NO. ' ` END BR/DGE ; �, BEGIN BRIDGE �, ,�� —L — ST Ae 25 +14e46 '_ ' � "� '� � � � � W —55/8 5 � � —L— STAo 22+98027 � . � � � ,1�� 1��,,,>> � ; _- , ww sHEET No. , ' F 0 � END APPROACH SLAB ' ' � � � � ��/� � �� � BF G'l; �i___� %>�'J'> �i � ��Ci :'T lON � BE�IN APPROACH SLAB s� io' '�: ^ AR. � �,_?� '=---------' � �6 � � �° '�9��>OO ROADWAY DESIGN HYDRAULICS i —L — ST Ae 22 +74e4/ Hc Ps ��� �,� s -�;F� —L — ST A, 25 +38e32 � � , /�,/; �� - ��— y __ .> ��/a,, , .�, , EN�iNEER EN�iNeER 8-77 B-77 �;' / ���; ; � . ,;, � � � '/�/ �, � cv � , „ � N Q � _ N � �` r/fi �/ � N 6 03 5/.9 �— , ;� �//�, � 1�T���II l�lLlE lE l�lL �11�T� ' N � N �O N � ' �/ ���, // D� N�T US1E ]F�R % W .�CQUIISITH�N � � ��; � �� �� �� ���' ����� �i� ����� � B-77 ^� ^ B-77 B2/ '; =% ; i'�� f%/1,,% IID� N�°Jf' �TSE F� C�NS°Il°IBUCTI�N � � a{ l0 6 � /% �r> VA . PS SHLDR � s woo s �//,�' � ;, ' � � � ��V` � PS �/ SKEW =l18°4/'l5° ��@�`�� �;�, _,� j,, I � , /, ; BRIDGE/ROADWAY RELATIONSHIP SKETCH �'< j,�!� / ���,� '�/; ; � ; � ��� � , � ,� ,, > , ; � � � RETAIN �;��'� � �� � ,' ��� � � � ���� ��r i ���. � , I �� � ;�. �, � `,.��� � � ��� . �� � /l,�/, � WOODS N Z � N 1 W � � � � � � 0 � � 3 I � a� 3 i � N Q i E � Q � t� � � � � �1 � 3 � L 0 i � � C � � O . w w� --- - . - - - - -- - - _ �_:._ _. ___ _ 2 _..._ -- - – _ - - , _ .. --- - _. ._._ - _ , . - . , _., .: � , , ,. - `.`-n .:1` .. i I I � — — , ,_._, , . . r .�` — N � _ . �_.._ _ �, .� — — ' — — — -- _ — —� _ ,• � �— �� W � -` - � ��� - - _�... - -1 F � - ' - ..,�,.. � �v �° n �� �i.��, ��� -� _ � _ �' a . .r ''� . Z � � o�� :{� �/ i . � ,.,_, _ _ .,,_... TA. 12 ± 5,�„_ - STA. 22 + y3 �5" RCP-IV � : — —�� w-- _. : -- -- - - — J Q _.. - - - - - - - - . - - - - - -. - - _ - _ a - —r--�z _ _ _ • _ —.___... �_r.."":_�_—" ' " e: . :�....�,. . . . . . ���T .�� � � J"�_�—i � ' " - - - - - - - - - - ' , �YPE III �� = V) R�r�,�: �� — �fi Rrr �\ �' �o5c?> ,� �m U= ;-r ���: '�;s� -�� °: ° ;�' ,���: ' �� � � ,� , ' ; J , , 5s�" m P R O F' . S B'v - � � � , �' � I m �� p, � _ ' � � � � m °�\�� STA. 22 + 59 STA. 22 + 76 � � sg�sa�. �.' �; - � � \\ : - w— t`� � '- '----,_ _ � i --,t.. � � -_____ ____ I CL B RIP RAP PAD i ��. ' EST.2 TONS ,% _�/ ---- -------- EST. 5 SY F.F � LATERAL 'V' DITCH �� � � ,•;m,� -- -- -------------------- SEE DETAIL B �, •' � ------- � ' �� � ��i r�.: li I �� (� � � � :HANIZED JG IN 0�-< / � I E 5��0 ��\ � 1 P,.� � ��A ♦ woo s L/��ERAL 'V' DITCH � ' SEE DETAIL B % as, i /��, __ ________ _____ � `o / O W � � '�'������ /� `'': ���,C��; � — � _ , _ .. .__ __ _ \ W O -.1= i� � �i ,^ �% / i(� �. i�.� — —i ��— — - - - - - .__ - - - - _ - - - - - - - = V I _9=-- — — , . ; . ,_ . _�... TT _ • . .�- ::- _ __ - _-- --c• �z--- - - — — - .._ ° - ,,_ _ _ - l — �.� �i-..- _ �„ ��, � - - - — — � ___ .._ . _ _.: — - — - ..�... .� - -�_ - ..., � . � . . - -_•• •_.__,.. - -- � N + � �� �� Yi TB 2Gi , , �,...,,,. I I � � � W � r / P �� ��P . B ..__.... � � M �' RC. -� T 2.�1 STA_ 2.5.+ 37 - STA. 25 + 54 .....-- _ ..._,.— ,�— - f.._. — —���- - --- — � . _... — •T_ —� — — -�. • - �--- _ — — ' - — - - — - -- . TYPF iy�`�� _� _ . _ . . . � . . . - - - - - - - - - - - - - - - - - - �TT�T- - - • - - . , _ . - - - - - - - - - - - - � - - - - � _ „ T � P � `� � R�'P .., ..,. . . � .�... _. , . . � _ ,— .. , �,. .. / �� ��.;�. _ � I:�_=_F: y Vi . ,� � . ._ _ __ . . — --- -, r- . _ _ Ea.�e�i - _ _ , _ -f _ - �i,' �� / �� .... , - -��� — � /—._- / . /^�� � �„ �: � KC/V1: ��00'90t� ""_".A5'��"""__""""_"' _ � 05t -- - - _ .. _. _ � . _'—�� _ �, /� � �---- ' , - ----------- ----------- ---- --- � '�� �� - -- - - - - ~ J ,� ��: =� : ' ��R.:� f�; BG as•�� -s�� ------ j' ��.�`"�/j --_ : STF+.. :��+2i� - STA. 25 r54 ;��---- � ______----- -- � � / // ,G;�� -� 4; , �:4 ��, + 1�° w�� ��ii;,)V�S --- / / � � ' ' r �� � �" � � � .,— . —' _,�— 00�L01 � � '� � �' � � —�� �� / � �� � ' �� LAT L 'V' DiTCH - � �I �� � i���' � � SEE $H ET 4 DETAIL ___ ----�----'`___--- � '�i, / y�/ � /`�I R�AP ����_�' � .__ ------- --- - � V - �m � _ _ � F , � �(;� ?`-�'� � - --- - - / , FS `°---- --------- '�� , ;, �; , (-0 _N. 05 3� �' ----- ,,� � � �� / �--- ��r. , � \ � l� F.`F-- - 0 � SOIL- -------'' , _`"° . , , � � - - - � E 1 � _�_ �---� ' ,! J ` � --� --_ -• . � . _--� LATERAL 'V' DI�CH � ' � m5�m ---- ---------- ---- - -- ----m-- - _ � SEE DETA B , 4 ; C � ,. s ���- �,�,-� � � - , , � � , ���„ � f' - - - -- -- - _ _ \ • � ..,'__�r_`� ,� �. ;.� , �;' ,' i �, /� j �c; ��d m -- , ; ° - L�TERAL 'V' DITCH . , /! ,' �.; � __ __----�� -- ----- - -------- � � / �,�� �_ t � ,� , , : � SEE DETAIL B � � ` - --� � � � � � � � , . , , � ------ 1 , / / , ��,�� , �' � - � , � ,, . 1 ,� F � � > �� /, �///I �f � my i Apl�J�itD I IT I� 1 �---- �,S �e�� S EXISTING R/W �ez � I � ' CM ��� � � 5m ����// ��`, i �m' �/ � SEE DETAIL � �e�.� � —� A i � w � � , �' ` w ' (� ��� �� � ' f'�'� /',!�f% � .� B �`�hIP RAP PAD � � �,�� m ���� �— � � �,� :� � �' Y `� ' EST�.� 2 TON� � f- ° , ; f 5 I m ies.� �' I � f� �1 r�, EST. 5 SY '�-.F B � ' 1 ' '•� ' � � �^ , �'�/ � � =� = PC�� Sto. �4�+G6.:�6 __�_ � . �� � I � -- -- BL S�T�A�16+38 �1' ` �� Y�_ f'�T �i0. 2��.54.(J� �a�.z5 5<< ; i �I 177' RIGHT /� ��� ; j`'' �, w oos ELEV 107,89 `i�%� � % � -L- 21+16049 �� � j '�j%i � �. � � ' 162,22' RT �. s �'�I ` S �. ALIECE H. JOHNSON I SBKD i' � � ? � ;>/f DB 832 PG 93 o� 6'C �F� , � j/ � DB 451 PG 285 -- --� --_ ' O� /^ .�O � / ��t/ / �ym` �j� y � /� � `—� SEE SHEET 8 FOR —L— PROFILE ; r,'= �, Q� Q� _ � Q'� , � oo� ��� ��_�� _