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Home My WebLink About20120979 Ver 1_401 Application_201210122 1 2 0 9 7 9 STEWART October 24, 2012 Ms. Christy Wicker US Army Corps of Engineers, Wilmington Regulatory Field Office b' 69 Darlington Avenue Wilmington, NC 28403 Re: Sewer Extensions for Campbell University School of Osteopathic Medicine Buies Creek, Harnett County, North Carolina Stewart Project # C10030 Dear Ms. Wicker; The purpose of this letter is to serve only as a notification to the US Army Corps of Engineers (USACE) and NC Division of Water Quality (NCDWQ) of the abovementioned project. Stewart Engineering, Inc. (Stewart) is the civil designer for the implementation of the proposed facility. The school of Osteopathic Medicine, once completed, will require a sewer connection with the existing line situated along West Buies Creek. As part of our overall scope, we have designed this connector. It is generally within the right -of -way associated with US 421/ NC 27 west to the existing sewer pump station, situated immediately south of the culvert associated with West Buies Creek under US 421/ NC 27. Stream and wetland delineations were conducted in January 2012 to document jurisdictional resources within the project area. Based on the delineations, we have located the pipe outside of the jurisdictional wetland areas. The pipe was originally proposed to be bored under West Buies Creek to connect with the pump station. However, due to grade constraints, the only feasible alternative to provide stream to the site is to open cut and install the sewer perpendicularly across the stream. We have attempted to minimize the actual disturbance selecting an area for the crossing that is relatively unvegetated due to the clear zone and right of way along US 421. We have included the following items for your files: • Pre Construction Notification (PCN) form • Agent Authorization Form • Project Drawings w/ Delineation Map • Project Topographic and Soils Maps • Associated Wetland and Stream Forms We request your concurrence with the proposed action. If you have any questions or concerns, please do not hesitate to contact me. D Respectfully submitted: STEWART ENGINEERING, INC. OCT 2 r. nior re zen, PE ivil Project Manage cc: Laurie Dennison, NC Div of Water Quality, 512N. Salisbury St., Raleigh, NC 27604 (5 Copies and check for $240.00) Lane Sauls, Ecological Engineering, 1151 SE Cary Parkway, # 101, Cary, NC 27518 Steve Ward, Harnett County Department of Utilities, 700 McKinney Parkway, P.O. Box 1119, Lillington, NC 27546 -1119 Jim Roberts, Campbell University, 143 Main Street, Buies Creek, NC 27506 STRONGER BY DESIGN 421 FAYETTEVILLE ST. RALEIGH, NC T 919.380.8750 SUITE 400 27601 F 919.380.8752 of W ATFq G 0 O r 20120979 Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre - Construction Notification PC Form A. Applicant Information 1. Processing ettl PAX IT M., 1 a. Type(s) of approval sought from the Corps: ® Section 404 Permit ❑ Section', 0 Permi 1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number t„ 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ® No 1d. Type(s) of approval sought from the DWQ (check all that apply): ® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ® Yes ❑ No For the record only for Corps Permit: ® Yes ❑ No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes ® No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ® No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? [:]Yes ® No 2. Project Information 2a. Name of project: Sewer Improvements for Campbell University School of Osteopathic Medicine 2b. County: Harnett 2c. Nearest municipality / town: Buies Creek 2d. Subdivision name: n/a 2e. NCDOT only, T.I.P. or state project no: n/a 3. Owner Information 3a. Name(s) on Recorded Deed: Campbell University, Incorporated 3b. Deed Book and Page No. Parcel ID 11057901 0021 3c. Responsible Party (for LLC if applicable): Harnett County Department of Public Utilities 3d. Street address: 700 McKinney Parkway, P.O. Box 1119 3e. City, state, zip: Lillington, NC 27546 -1119 , ule 3f. Telephone no.: 910 - 893 -7575 910 - 893 -0302 �'qv era 3g. Fax no.: 3h. Email address: sward @harnett.org Page 1 of 11 PCN Form — Version 1.3 December 10, 2008 Version I 4. Applicant Information (if different from owner) 4a. Applicant is: ® Agent ❑ Other, specify: 4b. Name: Roy P. Lorenzen 4c. Business name (if applicable): Stewart Engineering, Inc. 4d. Street address: 421 Fayetteville Street, Suite 400 4e. City, state, zip: Raleigh, NC 27601 4f. Telephone no.: 919 - 866 -4813 4g. Fax no.: 919 - 380 -8752 4h. Email address: rlorenzen @stewartinc.com 5. Agent/Consultant Information (if applicable) 5a. Name: Roy Lorenzen, PE 5b. Business name (if applicable): Stewart Engineering, Inc. 5c. Street address: 421 Fayetteville Street, Suite 400 5d. City, state, zip: Raleigh, NC 27601 5e. Telephone no.: 919.866.4813 5f. Fax no.: 919 -380 -8752 5g. Email address: rlorenzen @stewartinc.com Page 2 of 11 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 11057901 1 b. Site coordinates (in decimal degrees): Latitude: 35.4067 Longitude: - 78.7632 (DD.DDDDDD) (- DD.DDDDDD) 1c. Property size: >1 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to West Buies Creek proposed project: 2b. Water Quality Classification of nearest receiving water: WS -IV 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: Existing landuse in the vicinity consists of periodically maintained rights -of -way along US 421/ NC 27, a golf course southeast of US 421/ NC 27 and wooded, undeveloped lands associated with West Buies Creek to the southwest. 3b. List the total estimated acreage of all existing wetlands on the property: >1 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: >100 3d. Explain the purpose of the proposed project: To construct and connect a sewer line from the proposed Campbell University School of Osteopathic Medicine building to the existing sewer pump station at the US 421/ NC 27 crossing over West Buies Creek. 3e. Describe the overall project in detail, including the type of equipment to be used: A sewer line will be buried along the existing right -of -way associated with US 421/ NC 27. Proposed equipment will consist primarily of an excavator and bulldozer. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / El Yes [I 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 ❑ Yes ❑ No ® Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ® No 6b. If yes, explain. Page 3 of 11 PCN Form — Version 1.3 December 10, 2008 Version Page 4 of 11 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑ Wetlands ® Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non -404, other) (acres) Temporary T W1 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W2 ❑ P ❑ T ❑ Yes ❑ Corps [I 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 2h. Comments: The proposed project has been realigned to avoid impacts to jurisdictional wetlands. 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 Excavation for Sewer Line West Buies Creek ® PER ❑ INT ® Corps ® DWQ 30 10 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: Bore and Jack is not a feasibile alternative due to grade constriants, requesting open cut excavation to install sewer line across stream to connect to existing pump station along US 421 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 Temporary T 01 ❑P ❑T 02 ❑P 03 ❑P 04 ❑P ❑T 4E Total open water impacts 4g. Comments: No open water impacts will occur as part of project construction. 5. Pond or Lake Construction If pond or lake construction proposed, then complete 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 P2 5E Total 5g. Comments: No pond or lake construction is proposed. 5h. Is a dam high hazard permit required? ❑ Yes ®No If yes, permit ID no: 5i. Expected pond surface area (acres): n/a 5j. Size of pond watershed (acres): n/a 5k. Method of construction: n/a 6. Buffer Impacts (for DWO) If project will impact a protected riparian buffer, then complete the chart 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) Temporary T impact required? 61 [:]PDT ❑Yes ❑ No B2 ❑P ❑T El Yes ❑ No B3 ❑P ❑T El Yes ❑ No 6h. Total 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. previously permitted jack and bore, however due to grade constriants during construction, the only alternative is an open excavation since the field condition will put the top of the proposed casing pipe 5" below the existing stream bed. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. due to the depth of the proposed line, limited disturbance will be required to install the line. The line is prposed to cross prepedicular to the stream to minimize the length of impact. There is no way to access the pump station without crossing this stream. The proposed crossing is located near the existing culvert for West Buies creek under US 421 since this protion of the stream already has a cleared area due to US 421 right of way. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ❑ Yes ® No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank El Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non - riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 7 of 11 PCN Form — Version 1.3 December 10, 2008 Version 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 buffer mitigation? ❑ Yes ® No 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. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (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: 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? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes E] No Comments: 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 0% 2b. Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This project is exempt due to its small overall amount of impact. However, silt fence and other appropriate measures will be utilized to reduce sedimentation and surface runoff. 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 government's jurisdiction is this project? ❑ Phase II 3b. Which of the following locally- implemented stormwater management programs ❑ NSW ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Program Review ❑ Coastal counties ❑ HQW 4a. Which of the following state - implemented stormwater management programs apply ❑ ORW (check all that apply): ❑ Session Law 2006 -246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been 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) la. Does the project involve an expenditure of public (federal /state /local) funds or the ❑ Yes ® No use of public (federal /state) land? 1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ Yes ❑ No letter.) Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B.0200)? 2b. Is this an after - the -fact permit application? ❑ Yes ® No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes ® No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. n/a Page 10 of 11 PCN Form — Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes ® No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No impacts? El Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Three species are listed for Harnett County. They are the bald eagle (protected under the BGPA), Cape Fear shiner (Endangered) and red - cockaded woodpecker (Endangered). Based on field reconnaissance, suitable habitat is not present for either of these species. In addition, a review of the NCNHP database documented no known occurrences of these species within two miles of the project site. 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? NOAA Essential Flsh Habitat Mapper. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ® No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? The majority of constuction will occur within the existing right -of -way of US 421/ NC 27. 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: The project will not effect flood elevations as all construction activities are subsurface. No fill material will be placed within the 100 -year floodplain. 8c. What source(s) did you use to make the floodplain determination? Harnett County FIRM #0660 J. Roy P. Lorenzen 10/12/2012 Applicant/Agent's Printed Name Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided Page 11 of 11 PCN Form — Version 1.3 December 10, 2008 Version AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: LOT NO. PLAN NO. PARCEL ID:11057901 0021 STREETADDRESS:4350 US 421 S, Lillington, NC 2754 Please print: Property Owner. Campbell University, Incorporated Property Owner. The undersigned, registered property owners of the above noted property, do hereby authorize Roy P. Lorenzen of Stewart Engineering, Inc. (Contractor / Agent) (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner's Address (if different than property above): 143 Main St., Buies Creek, NC 27506 Telephone: 910.893 -1240 We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. _ V► �4" A 6rizeo Signature Authorized Signature 201 Date. USACE ACTION VICINITY MAP KT--. E CORNELIUS HARNETT BLVD c;P5 -6 -NaL US 421 - NC 27 E 260�710�666 a7' (150' PUBLIC R/W) cPS -s-PK NA EL 159.78' N 603059'84' NAD 83 -2001 E 20715J4.53' ® NNAO a -200 F) C °Z� zm zrn p WF WA9 -- TOP OF BANK WF WA12 WF WA10 � Y ,K WF WA4 WF V POINT TABLE POINT ® THIS CERTIFIES THAT THIS COPY OF THIS PLAT CC(333 8 dY ACCURATELY DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN }� 2071265.44 WATER ACT AS DETERMINED BY THE UNDERSIGNED 2 602965.55' ON THIS DATE_ THERE IS A CHANGE IN WF WA2 3 PUBLISHED REGULATIONS. INS EETERMINATION 2071281.35 US 421 - NC 27 DETERMINATION OF 404 JURI M SDICTON A Y 602974.89' E CORNELIUS HARNETT BE RELIED UPON FOR A PERIOD NOT TO EXCEED 5 BLVD FIVE YEARS FROM THIS DATE THIS DETERMINATION WF WA5 `- WAS MADE UTILIZING THE APPROPRIATE REGION/LL 2071296.99' SITE' i / '� SUPPLEMENT TO THE 1987 CORPS OF ENGINEERS 603019.14' 2071274.44' WETLANDS DELINEATION MANUAL B c 2071283621' WF WAS 9 REGULATORY OFFICIAL USACE ACTION VICINITY MAP KT--. E CORNELIUS HARNETT BLVD c;P5 -6 -NaL US 421 - NC 27 E 260�710�666 a7' (150' PUBLIC R/W) cPS -s-PK NA EL 159.78' N 603059'84' NAD 83 -2001 E 20715J4.53' ® NNAO a -200 F) C °Z� zm zrn p WF WA9 -- TOP OF BANK WF WA12 WF WA10 � Y ,K WF WA4 WF V POINT TABLE POINT ® NORTHING EASTING DESCRIPTION 1 602930.80' 2071265.44 WF WA1 2 602965.55' 2071327.54' WF WA2 3 602966.74 2071281.35 WF WA3 4 602974.89' 2071260.22' w WA4 5 1 602994.05' 2071302015' WF WA5 6 603023.43' 2071296.99' WF WA6 7 603019.14' 2071274.44' WF WA7 B 603040.64 2071283621' WF WAS 9 603046.36' 207116171' WF WA9 10 603015.16' 2071154.95 WF WA10 11 603.06' 026 2071073.96' WF WA12 WAB GENERAL NOTES 1. THIS SURVEY MAP IS INTENDED TO REPRESENT THOSE CERTAIN WETLANDS AS DELINEATED BY ECOLOGICAL ENGINEERING. LLP ON PORTION OF THE PROPERTY OF CAMPBELL UNIVERSITY, PIN 0579 -38 -4946, AND IS NOT A BOUNDARY SURVEY. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE ALL ENCUMBRANCES UPON THE PROPERTY MAY NOT BE SHOWN. 2. THE PROPERTY LINES SHOWN HEREON HAVE BEEN CONFIRMED FROM A PARTIAL SURVEY BY STEWART ENGINEERING. PROPERTY LINES SHOWN TAKEN FROM DEED BOOK 729, PAGE 770. 1 HORIZONTAL DATUM IS NAD 63 -2001 AND VERTICAL DATUM IS NAVD8B. BASED ON lPS METHODS USING REAL -TIME KINEMATIC SOLUTIONS FOR THE SURVEY CONTROL POINTS SHOWN HEREON AND TIED TO NORTH CAROLINA GEODETIC SURVEY MONUMENTS *HIGHLAND" AND 'NURSING'. 'HIGHLAND' 'NURSING' N 603410.31' N 603524.43' E 2074402.94' E 2068486.59' EL 193.56' EL 184.82' COMBINED SCALE FACTOR IS 0.99987271 4. THIS DRAWING DOES NOT CONFORM TO N.C. GS47 -30 AND THEREFORE IS NOT FOR RECORDATION. S SURVEY LOCATION OF WETLANDS PERFORMED BY STEWART ENGINEERING, INC. `�WF WAS N� t' WF WA2 Cm WF WA1 P911 0579-38-400 1 ROOF RAiRsm CURVE CURVE TABLE CURVE I LENGTH I RADIUS I DELTA I TANGENT I CHORD BEARING C1 1726.31' 5864.58' 17'02'24' 869.57 1719.95' SB6- 5Y54'E LEGEND GRAPHIC SCALE 190 0 75 150 300 AWi WETLAND FLAG A SURVEY CONTROL POINT A COMPUTED POINT ( IN ) -- VEGITATED WETLANDS 1 Mach = 150 1L •` ?o�1M SRp a gM? ¢ o & u ' di O F- w it U) 0 oIx W LL W � w> y� > Z x 00 z-J ° gW Wo mo w N z U m = z wqw - MGM a F- a� €gay B all illicit — - _ - - SEWER PLAN & PROFILE Ch - - — -- 15 _ (STA. 10 +00 - 12 +25) O 168 (o I � In p� m a=! 164 \ III ^~ z W U ?- _t— 160 w � _ _ -21p --- �— —� `S J U W 2 Z Q W OUN 1 g r_ \ - - --- _ s SS �e GR ND =148 ) � �� p to s a - - - -- - -- -- — — - 156 SST- s---s r -S&- _ / 9 a ¢ ND-152.4' -j H In ui Lu m — y: ✓/x LL f 0 117-18/ V J l 1 �` DIp . p, 152 s u _ F o _ PU ` INNV IV IN N U71LI� I I a I ** H -� I RIM ELEV a 153.89 J �` INV IN a 145.04 INV IN = 144.02 °° CORE INTO EXISTING GRIT NO EQUIPMENT ALLOWED IN 148 CORE DRILL AND RUBBER BOOT MATER URFACE STREAM CHAMBER MATCH INVERT IN \ \ STREAM, OPEN EXCAVATE — FROM EACH SIDE TO OTTOM 45A EX 18 y MINIMIZE DISTURBANCE. �I SOLID SHADED AREA 6 Q 1 �� INDICATES PROPOSED 144 1 J( CHANNEL DISURBANCE > ��aul1►rpJl CA�O� �i W -C SING `�O ?�F6S9 %py �9�i Yr. Vi - 4. SEAL = 140 9 F to I llllll $oJLOCtIL F ' a g g 136 §s PLAN &_ PROFILE SCALE 11 +00 12 +00 HORMWTALs 1•.r 10+00 SSe? TOPOGRAPHIC MAP Source: USGS Lillington 7.S-min Quadrangle Map, Scale 1:24,000 NRCS SOILS MAP N A Source: USDA NRCS Web Soil Survey, Approximate Scale 1" = 400 feet PROJECT AREA Soil Lenend Bb: Bb soils, frequently flooded AtA: Altavista fine sandy loam, 0 to 3%, rarely flooded WaC: Wagram loamy sand, 6 to 10% slopes Pd: Pits, dumps complex OrB: Orangeburg loamy sand, 2 to 6% slopes N;l Ilk PROJECT P PROJECT AREA A M'21! Ir uieb X "T pil "Y tl 9"t V IN r7 % NN- NRCS SOILS MAP N A Source: USDA NRCS Web Soil Survey, Approximate Scale 1" = 400 feet PROJECT AREA Soil Lenend Bb: Bb soils, frequently flooded AtA: Altavista fine sandy loam, 0 to 3%, rarely flooded WaC: Wagram loamy sand, 6 to 10% slopes Pd: Pits, dumps complex OrB: Orangeburg loamy sand, 2 to 6% slopes N;l USACE AID# DWQ # Site # (indicate on attached map) ;,e,; STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: 1. Applicant's name: Stewart Engineering 2. Evaluator's name: �• �7 3. Date of evaluation: 3 1 Ywval 2012 4. Time of evaluation: f Z L ec ?" 5. Name of stream: 14 $04A 6W�t 6. River basin: GAPE F�� 7. Approximate drainage area: IV . M I 8. Stream order: 2 9. Length of reach evaluated: 100$ 10. Coun ty: w>tii 1'r 11. Site coordinates (if known): prefer in decimal N decimmal degrees. 12. Subdivision name (if any): Latitude (ex. 34.872312): W 2,+# 23.4W Longitude (ex.- 77.556611):__ 7 *0 4 S' *.&I" Method location determined (circle): GPS T0,01eet Ortho (Aerial) Photo/GIS Other GIS Other 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): 21 / NG 27 14. Proposed channel work (if any): 15. Recent weather conditions:_ 16. Site conditions at time of visit: (' 17. Identify any special waterway classifications known: _Section 10 _Tidal Waters _Essential Fisheries Habitat _Trout Waters _Outstanding Resource Waters — Nutrient Sensitive Waters _Water Supply Watershed (I -IV) 18. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area: 19. Does channel appear on USGS quad map ?. YES 0 20. Does channel appear on USDA Soil Survey? 0 NO 21. Estimated watershed land use: (n % Residential _% Commercial ___-% Industrial 0% Agricultural J% Forested _% Cleared / Logged _% Other ( ) 22. Bankfull width: 3d� // 23. Bank height (from bed to top of bank): ✓ 3� 24. Channel slope down center of stream: Flat (0 to 2 %) _Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep (> 10 %) 25. Channel sinuosity: Straight /! Occasional bends _Frequent meander _Very sinuous _Braided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 53 Comments: Evaluator's Signatu Date ` 1 _� P4 UZ. This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a particular mitigation ratio or requirement. Form subject to change- version 06/03. To Comment, please call 919- 876 -8441 x 26. STREAM QUALITY ASSESSMENT WORKSHEET * These characteristics are not assessed in coastal streams. N't,�,r., � „.- �;v' � �i� � N`- ',r�il ]'ie., y; :' ;,/_.�, jCt �,.br'.tt7n ;t c�/a��N�?7 r. {��- �>t{,n .�, l,;Iy,,�i, �"t`'�acVa''i;S°� ��' s it 'c�'•";�s, }��+, � }' ^:T'� >;�t A). i ; F•,'0.7:;: - ,'r'. -' tf'_ J.'t:r. .s is ".�.Jt af; i, . . r•, .•4 a�'ESi ` .',. l:r' 3 R 5 ' 1, , "; -4? 5't =: ; c rs 4 ':9'rr 1r. , t ,k +•;; _ i s.r_,4.,, .,rt;j4 t'' ,$A ',y1! in J F ,) � 37.I "�1�-,.;,,, r]: EI it , }''w ,, }a� 1 t 1Ft�a`s � �% �''��7j '' .�.' .� c *F' +`• tr_.. !xiys ,- �; 4 p � V�J1,' i i{ +i t r t 2 ?l� p!AbJ��., �' _ • t�du�`k- `V+ride`'bl�f%c'l��r . c r n.S' fft��,- �,,.��'.a .rt�,1,,. �, r �.:t tr„:n'.,+,.:;,•. 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(,, :� .4 A 1 t,T y � `lY ,,,}}}��,��yly!�{ '�.' .,{'],,,fi''vx� � 1 � h' 1i'j •, G - ^� ,.v„ k t, : ,.tir; 4 v' i•t'ti' a;t aJ t�., �] • t - � iA •'1_tl..ix1, F vT 5 �.II•• i i__ .C�I I ,��F � 3..1 ' =C _.1 ��. .}V t- �/rf'� _y, -,s`� •.✓ t:r '.l r� , l„- i:,]': 1:: ��' �i 'i� = ::a :� ° v�"li t 15 :1et�;; ..�vitl�ncl� Q;�ijii'tlantrev � c ��. � iii {�' ��5:�.�. :T,� <:1,. ;t,��.''�..- 4+,;r_r,;.,, :.�•�:'� : � +:', On, m� Jig A# CIA: my ,✓ t1S 9t �.. r { 1v i * These characteristics are not assessed in coastal streams. , I 4 WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region ProjecVSite: Campbell University Osteopathic Utility Site City/County. Hamett County Applicant/Owner. Stewart Engineering, Inc. State: NC Investigator(s): Lane Sauls - Ecological Engineering, LLP Section, Township, Range: Buies Creek t� Y Print Form Sampling Date: 2012 -01 -31 Sampling Point: WA -12 Landform (hillslope, terrace, etc.): Terrace Local relief (concave, convex, none): concave Slope (%): 1 to 2 Subregion (LRR or MLRA): Rolling Coastal Plain Let: 35 24'22.96" N Long: 78 45' 40.46° W Datum: Soil Map Unit Name: Altavista fine sandy loam NWI classification: Are climatic I hydrologic conditions on the site typical for this time of year? Yes ® No ® (if no, explain in Remarks.) Are Vegetation ®. Soll ®. or Hydrology ® significantly disturbed? Are "Normal Circumstances' present? Yes M No Are Vegetation ®. Soli Q or Hydrology ® naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No ® Is the Sampled Area Hyddc Soil Present? Yes No ® No B Welland Hydrology Present? Yes _� No x within a wetland? Yes Remarks: Adjacent upland area along utility right -of -way. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one is reguired: check all that apply) Secondary Indicators (minimum of two required) Surface Soil Cracks (136) Sparsely Vegetated Concave Surface (B8) G3 Surface Water (A1) Water- Stained Leaves (89) _❑ High Water Table (A2) Aquatic Fauna (813) Drainage Patterns (B10) _ Saturation (A3) _ Marl Deposits (B15) (LRR U) _ Moss Trim Lines (816) Water Marks (B1) Hydrogen Sulfide Odor (C1) Dry- Season Water Table (C2) Sediment Deposits (B2) Oxidized Rhlzospheres on Living Roots (0) Crayfish Burrows (C8) Drift Deposits (B3) Presence of Reduced Iron (C4) Saturation Visible on Aerial imagery (Cg) _ Algal Mat or Crust (134) E3 Iron Deposits (85) Inundation Visible on Aerial Imagery (B7) Recent Iron Reduction In Tilled Soils (C6) W Thin Muck Surface (C7) L3 Other (Explain in Remarks) U �n m Geomorphic Position (132) Shallow Aquitard (D3) FAC- Neutral Test (D5) Field Observations: Surface Water Present? Yes Water Table Present? Yes Saturation Present? Yes ® No ® No ® No M Depth Qnches): ® Depth (inches): ® Depth (inches): Wetland Hydrology Present? Yes ® No x includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — interim Version 1 I � VEGETATION - Use scientific names of plants. Tree Stratum (Plot size: 30 ft radius ) 1. Pinus taeda % Cover g es4 "Status 5 ® FAC 2. ❑ 3. ❑ 4. ❑ 4. ❑ 6. ❑ 7. ❑ Sailing Stratum (Plot size: 30 ft radius ) 1. Ligustrum sinense = 5 Total Cover 5 ® FAC 2. ❑ 3. ❑ 4. ❑ 5. ❑ 6. ❑ 7. ❑ Shrub Stratum (Plot size: 30 It radius ) 1. = 5 Total Cover ❑ 2. ❑ 3. 4. ❑ 5. ❑ 6. ❑ 7. ❑ = Total Cover Herb Stratum (Plot size: 30 ft radius ) 1. Aster sp. 10c FAC 2 Arundinaria gigantea 10 _ �x FAC 3. ❑ 4. 5. 6. 7. a. 9. 10. 11. 12. U Woody Vine 1. = Stratum (Plot size: 30 ft radius 20 Total Cover ) ❑ 2. ❑ 3. ❑ 4. ❑ 5. ❑ (A) 90 (a) = Total Cover US Army Corps of Engineers Sampling Point: WA -12 Number of Dominant Species That Are OBL, FACW, or FAC: 4 (A) Total Number of Dominant Species Across All Strata: 40% (g) Percent of Dominant Species 100 That Are OBL, FACW, or FAC: (A!B) Total % Cover at Multiply by: x 1 = OBL species FACW species x2= FAC species 30 x 3-90 FACU species x 4 = UPL species x5= Column Totals: 30 (A) 90 (a) Prevalence lndex - B1A = 3.0 _ Dominance Test is X50% _ Prevalence Index is 53.0' _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Tree - Woody plants, excluding woody vines, approximately 20 ft (6 m) or more In height and 3 in. (7.6 cm) or larger in diameter at breast height (DBH). Sapling - Woody plants, excluding woody vines, approximately 20 ft (6 m) or more in height and less than 3 in. (7.6 cm) DBH. Shrub - Woody plants, excluding woody vines, approximately 3 to 20 it (1 to 6 m) in height. Herb - All herbaceous (non - woody) plants, Including herbaceous vines, regardless of size. Includes woody plants, except woody vines, less than approximately 3 ft (1 m) in height Woody vine - All woody vines, regardless of height. Hydrophytic Vegetation Present? Yes ® No Atlantic and Gulf Coastal Plain Region - Interim Version , r + , SOIL Profile Des Depth (Inches) 0 -6 6 -12 to or Matrix Redox Features _ Color (moist) % Color (moist) %_ Tvoe �Loc� 10 YR 5/2 10 YR 6/3 Sampling Point: WA -12 Texture Remarks SL SL Gravelly Sandy Gleyed Matrix (S4) UReduced Vertic (F18) (MLRA 150A, 150B) Sandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 149A) Stripped Matrix (S6) j Anomalous Bright Loamy Soils (F20) (MLRA 149A,153C,1530) ® Dark Surface (S7) (LRR P, S. T, U) Restrictive Layer (H observed): Type: Depth (inches): Hydric Soil Present? Yes No x US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Interim Version dric Soil Indicators: Histosol Indicators for Problematic Hydric Solis': Q (A1) Histic Epipedon (A2) _Polyvalue Below Surface (S8) (LRR S, T, U) ---��rrrrrhin Dark Surface (S9) (LRR S, T, U) f] 1 cm Muck (A9) (LRR O) ,® 2 cm Muck (A10) (LRR S) Black Histic (A3) Loamy Mucky Mineral (F1) (LRR O) ,® Reduced Vertic (F18) (outside MLRA 150A,B) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) 3 Piedmont Floodplain Soils (F19) (LRR P, S, T) Stratified Layers (A5) _o Depleted Matrix (F3) ® Anomalous Bright Loamy Soils (F20) Organic Bodies (A6) (LRR P, T, U) 5 cm Mucky Mineral (A7) (LRR P, T, U) Redox Dark Surtaoe (F6) _Depleted Dark Surface (MLRA 153B) _ (F7) 13Red Parent Material (72) Muck Presence (A8) (LRR U) _ jRedox Depressions (FS) U Very Shallow Dark Surface (TF12) (LRR T, U) 1 cm Muck (A9) (LRR P. T) Marl (F10) (LRR U) 13 Other (Explain In Remarks) Q Depleted Below Dark Surface (A11) Thick Dark Surface (Al2) Depleted Ochric (F11) (MLRA 151) Iron- Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and Q Coast Prairie Redox (A16) (MLRA 150A) Sandy Mucky Mineral (S1) (LRR O, S) Umbric Surface (F13) (LRR P, T, U) �elta Ochric (F17) (MLRA 151) wetland hydrology must be present, unless disturbed or problematic. Sandy Gleyed Matrix (S4) UReduced Vertic (F18) (MLRA 150A, 150B) Sandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 149A) Stripped Matrix (S6) j Anomalous Bright Loamy Soils (F20) (MLRA 149A,153C,1530) ® Dark Surface (S7) (LRR P, S. T, U) Restrictive Layer (H observed): Type: Depth (inches): Hydric Soil Present? Yes No x US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Interim Version Print Form WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region Project/Site: Campbell University Osteopathic Utility Site City /County, Hamett County Sampling Date: 2012 -01-31 Applicant/Owner. Stewart Engineering, Inc. State: NC Sampling Point: WA -12 Investigator(s): Lane Sauis - Ecological Engineering, LLP Section, Township, Range: Buies Creek Landform (hillslope, terrace. etc.): Terrace Subregion (LRR or MLRA): Rolling Coastal Plain Soil Map Unit Name: Altavista fine sandy loam Local relief (concave, convex, none): concave Slope (%): 1 to 2 Let: 35 24' 22.96" N Long: 78 45'40.46P W Datum: NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes ® No ® (if no, explain in Remarks.) Are Vegetation ®. Soil ®. or Hydrology ® significantly disturbed? Are "Normal Circumstances" present? Yes a No Are Vegetation P Soil ®. or Hydrology ® naturally problematic? (if needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transacts, Important features, etc. Hydrophytic Vegetation Present? Yes ® No ® Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes ® No IM Wetland Hydrology Present? Yes No El Remarks: Adjacent upland area along utility right -of -way. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required: check all that apply) ® Surface Soil Cracks (86) 13 Surface Water (Al) � Water - Stained Leaves (89) El Sparsely Vegetated Concave Surface (B8) High Water Table (A2) Aquatic Fauna (613) Drainage Patterns (810) Saturation (A3) �t tJ Mari Deposits (815) (LRR U) t��--tl eJ Moss Trim Lines (B16) Water Marks (81) Hydrogen Sulfide Odor (C1) Dry-Season Water Table (C2) Sediment Deposits (B2) Oxidized Rhizospheres on Living Roots (0) Crayfish Burrows (C8) B Drift Deposits (B3) 13 Presence of Reduced Iron (C4) Saturation Visible on Aerial Imagery (C9) _ Algal Mat or Crust (84) Iron Deposits (B5) Recent Iron Reduction in Tilled Soils (C8) '0 Thin Muck Surface (C7) Geomorphic Position (D2) Shallow Aquitard (133) ® Inundation Visible on Aerial Imagery (87) !J Other (Explain in Remarks) ��1 u FAC- Neutral Test (D5) Field Observations: Surface Water Present? Yes ®No 0 Depth (inches): Water Table Present? Yes ® No Depth (inches): Saturation Present? Yes ® No Depth (inches): Wetland Hydrology Present? Yes ® No includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — interim Version . 4 VEGETATION - Use scientific names of plants. Tree Stratum (Plot size: 30 ft radius ) 1 Pinus taeda nuWnuw wi1mtam uiuivawi °% Cover es? Status 5 Ej FAC 2. 12. ❑ Woody Vine Stratum (Plot size: 30 It radius ) 1. = 20 Total Cover ❑ Hydrophytic Vegetation Present? 4. ❑ ❑ 5. 4. ❑ 6. 5 D 7 ❑ Sapling Stratum (Plot size: 30 ft radius ) 1. Ligustrum sinense 5 5 = Total Cover ® FAC 2. ❑ 3. ❑ 4. ❑ 5. ❑ 6. ❑ 7. ❑ Shrub Stratum (Plot size: 30 It radius ) 1. 5 = Total Cover ❑ 2. ❑ 3. ❑ 4. 5. ❑ 6. ❑ 7. ❑ Herb Stratum (Plot size: 30 It radius 1. Aster sp. ) 10 = Total Cover ® FAC 2. Arundinaria gigantea 10 Q FAC 3. 4. 5. 6. 7. 8. 9. 10. - Sampling Point: WA -12 Number of Dominant Species That Are OBL, FACW, or FAC: 4 (A) Total Number of Dominant 40% Species Across Ail Strate: (B) Percent of Dominant Species That Are 08L, FACW, or FAC: 100 (A1B) tal °% Cover OBL species FACW species FAC species 30 FACU species UPL species Column Totals: 30 ultloly b x1= x2= X3= 90 x4= x5= (A) 90 (B) Prevalence Index = B/A = 3.0 Dominance Test is >50°% Prevalence Index is 53.0' _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Tree - Woody plants, excluding woody vines, approximately 20 It (6 m) or more in height and 3 in. (7.6 cm) or larger in diameter at breast height (DBH). Sapling - Woody plants, excluding woody vines, approximately 20 ft (6 m) or more in height and less than 3 in. (7.6 cm) DBH. Shrub - Woody plants, excluding woody vines, approximately 3 to 20 ft (1 to 6 m) In height. Herb - All herbaceous (non- woody) plants, Including herbaceous vines, regardless of size. Includes woody plants, except woody vines, less than approximately 3 ft (1 m) in height. Woody vine - All woody vines, regardless of height. 11. u 12. ❑ Woody Vine Stratum (Plot size: 30 It radius ) 1. = 20 Total Cover ❑ Hydrophytic Vegetation Present? 2. ❑ 3. ❑ 4. ❑ 5 = Total Cover Yes El No US Army Corps of Engineers Atlantic and Gutf Coastal Plain Region - Interim Version SOIL Sampling Point: WA -12 Profile Description: (Describe to the depth needed to document the Indicator or confirm the absence of indicators.) Depth Matrix - Redox Features (inches) Color (moist) % Color (moist) %_ Tvoe Texture Remarks 0 -6 10 YR 5/2 SL 6 -12 10 YR 6/3 SL Gravelly 'Type: C= Concentration, D =De letion RM= Reduced Matrix CS= Covered or Coated Sand Grains. 21-ocation: PL =Pore Unl , M= Matrix. He Soil Indicators: Histosol (Al) indicators for Problematic Hydric Soils : ®rPolyvalue Q �r Histic Epipedon (A2) Below Surface (S8) (LRR 8, T. U) f3 1 cm Muck (A9) (LRR O) L. 1- Dark Surface (S9) (LRR S, T. U) 2 Muck S) cm (A10) (LRR 13 Black Histic (A3) Loamy Mucky Mineral (Fi) (LRR O) .® Reduced Vedic (F18) (outside MLRA 150A,B) Hydrogen Sulfide (A4) Loamy Gieyed Matrix (F2) r3 Piedmont Roodplain Soils (F19) (LRR P, S. T) Stratified Layers (A5) Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20) �Redox Organic Bodies (A6) (LRR P. T, U) 5 Mucky Mineral Dark Surface (F6) (MLRA 153B) cm (A7) (LRR P, T, U) Depleted Dark Surface (F7) Red Parent Material (TF2) Muck Presence (A8) (LRR U) -ORedox Depressions (F8) Very Shallow Dark Surface (TF12) (LRR T, U) rT 1 cm Muck (A9) (LRR P, T) Depleted Below Dark Surface Mart (F10) (LRR U) Other (Explain in Remarks) 0 (A11) Thick Dark Surface (Al2) Depleted Ochric (F11) (MLRA 151) iron- Manganese Masses (F12) (LRR O, P. T) 3Indicators of hydrophytic vegetation and a Coast Prairie Redox (A16) (MLRA 150A) Sandy Mucky Mineral (S1) (LRR O, S) Umbric Surface (F13) (LRR P, T. U) wetland hydrology must be present, Delta Ochdc (F17) (MLRA 151) unless disturbed or problematic. a Sandy Gleyed Matrix (S4) oReduced Vertic (F18) (MLRA 150A, 11508) Sandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 149A) Stripped Matrix (S6) _ Anomalous Bright Loamy Soils (F20) (MLRA 149A,153C,153D) ® Dark Surface (S7) (LRR P, S. T, U) Restrictive Layer (if observed): Type: Depth (inches): ( ) HydHc Soil Present? Yes No x US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Interim Version • 1 1 ft NC WAM Wetland Rating Sheet Accompanies User Manual Version 4.1 Rating Calculator Version 4.1 Wetland Site Name Campbell Osteo Utility Wetland Date 31 January 2012 Wetland Type Bottomland Hardwood Forest Assessor Name /Organization cologicaI Engineering, Notes on Field Assessment Form (Y /N) NO Presence of regulatory considerations (Y /N) NO Wetland is intensively managed (Y /N) HIGH Assessment area is located within 50 feet of a natural tributary or other open water (Y /N) NO Assessment area is substantially altered by beaver (Y /N) NO Assessment area experiences overbank flooding during normal rainfall conditions (Y /N) NO Assessment area is on a coastal island (Y /N) Sub - function Ratina Summa Function Sub - function Metrics Rating Hydrology Surface Storage and Retention Condition HIGH HIGH Sub - Surface Storage and Retention Condition LOW Water Quality Pathogen Change Condition HIGH Opportunity Presence? (Y /N) NA Habitat Physical Structure Condition MEDIUM Landscape Patch Structure Condition LOW Vegetation Composition Condition MEDIUM Function Retina Summa Function Condition/Opportunity HIGH Hydrology Opportunity Presence? (Y /N) NO Particulate Change Condition HIGH Condition/Opportunity HIGH Opportunity Presence? (Y /N) NO Soluble Change Condition HIGH Condition/Opportunity HIGH Opportunity Presence? (Y /N) NO Physical Change Condition LOW Condition /Opportunity LOW Opportunity Presence? (Y /N) YES Pollution Change Condition NA Condition/Opportunity NA Opportunity Presence? (Y /N) NA Habitat Physical Structure Condition MEDIUM Landscape Patch Structure Condition LOW Vegetation Composition Condition MEDIUM Function Retina Summa Function Metrics /Notes Rating Hydrology Condition HIGH Water Quality Condition HIGH Condition /Opportunity HIGH Opportunity Presence? (Y /N) YES Habitat Conditon LOW Overall Wetland Rating HIGH e I 1 North Carolina Division of Water Quality - Stream Identification Form; Version 3.1 Date: 31 JAA14� U111. Project: Ckso" 05T6n. Latitude: Evaluator. Site: DaweWj'-a Nis +$( Longitude: Total Points: stream is at least lnrermrrrent �J �, b County: Other e.g. Quad Name: bL,,L-jN erTna 219 or perennial if 230 2. Sinuosity 0 A. Geomorphology ( Subtotal Absent Weak Moderate Strong 1 a. Continuous bed and bank 0 1 2 3 2. Sinuosity 0 1 2 3. In- Channel structure: riffle-pool sequence 0 1 2 1 4. Soil texture or stream substrate sorting 0 1 2 3 5. Active/relic flood lain 0 1 2 8. Depositional bars or benches No = 0 1 2 GV 7. Braided channel 0 1 2 3 8. Recent alluvial deposits 0 1 2 3 Natural levees 0 1 1 3 10. Headcuts 0 1 3 11. Grade controls 0 1 0.5 Cy 1.5 12. Natural valley or drains ewe 0 0.5 1 1. 13. Second or greater order channel on existing USGS or NRCS map or other documented evidence. No = 0 Yes Man -made ditches are not rated; see discussions in manual. B Hydrology (Subtotal= , 1-2 Absent Weak Moderate Strong 14. Groundwater flow/discharge 0 1 1 3 15. Water in channel and > 48 hrs. since rain, or Water in channel - dry or grovAng season 0 1 2 18. Leaflitter 1.5 1 0.5 1 17. Sediment on plants or debris 0 0.5 1 3 18. Organic debris lines or piles rack lines 0 0.5 1 19. H dric soils redoximor hic features resent? No = 0 Yes 1.5 C. Biology Subtotal = il. Q Absent Weak Moderate Strong 200. Fibrous mots in channel 3 1 0 210. Rooted plants in channel 3 1 22. Crayfish 0 0.5 1 1 23. Bivalves 1 2 3 24. Fish 0 0.5 1 25. Amphibians 0 0.5 1 28. Macrobenthos note diversity and abundance 0 0.5 1 1.5 27. Filamentous al ae; periphyton 0 1 2 3 28. Iron Oxidizing bacteria/fungus 0.5 1 1.5 29P. Wetland plants in streambed FAC =0.5; FACW =0.75; OB , SAV =2.0; Other =0 °.items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants. Notes: (Use back side of this form for additional notes.) Sketch: tJ • I , USACE AID# DWQ # Site # (indicate on attached map) ;,e„ STREAM QUALITY ASSESSMENT WORKSHEET rRSa Provide the following information for the stream reach under assessment: 1. Applicant's name: Stewart Engineering 2. Evaluator's name: L. �5k aa 3. Date of evaluation: 1 Vim' ( 20121 4. Time of evaluation: I Z : tV FM 5. Name of stream: Vt). 6. River basin: 4M6 FFAIL 7. Approximate drainage area: I n 44. M► 8. Stream order: 2 '+. 9. Length of reach evaluated: o0 1 10. County:. t Aao 11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): Latitude (ex. 34.872312): - _.21 a, 23• %A 1, Longitude (ex - 77.55661 i):_ - 71V �5 t .&I w Method location determined (circle): GPS To &eet Ortho (Aerial) Photo/GIS Other GIS Other 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): 21 196 27 14. Proposed channel work (if any): IS. Recent weather conditions:- a{4 16. Site conditions at time of visit: 10"A(L 17. Identify any special waterway classifications known: _Section 10 _Tidal Waters _Essential Fisheries Habitat _Trout Waters _Outstanding Resource Waters _Nutrient Sensitive Waters _Water Supply Watershed (] -IV) 18. is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area: 19. Does channel appear on USGS quad map ?. YES 20. Does channel appear on USDA Soil Survey? �l. E NO 21. Estimated watershed land use: n % Residential _% Commercial _% Industrial '�% Agricultural 10/o Forested _% Cleared / Logged _% Other ( ) 22. Bankfull width: 1�1 23. Bank height (from bed to top of bank): 3r 24. Channel slope down center of stream: Flat (0 to 2 %) _Gentle (2 to 4 %) _Moderate (4 to 10 %) _Steep (> 10 %) 25. Channel sinuosity: Straight Accasional bends _Frequent meander _Very sinuous _Braided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 53 Comments: Evaluator's Signatu Date -V -)AA 2 a. This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a particular mitigation ratio or requirement. Form subject to change- version 06/03. To Comment, please call 919- 876 -8441 x 26. . , 1 + STREAM QUALITY ASSESSMENT WORKSHEET * These characteristics are not assessed in coastal streams. , iK + M!, n B .c'r„ ;� � F31ao + -i}§.- ,'�3�a•> r. J' :�•�.T,f LL ,'� (}��A$L,la �� i t ici r�y3 r�.��~.''r:r'� �S. 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