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HomeMy WebLinkAbout20120586 Ver 1_401 Application_20120612LETTER OF TRANSMITTAL S&ME Inc 9751 Southern Pine Blvd Charlotte NC 28273 (704) 523 -4726 (704) 525 3953 fax North Carolina Division of Water Quality Central Office 1650 Mall Service Center Raleigh North Carolina 27699 1650 Attention Ms Karen Higgins 2®120566 WE ARE SENDING YOU ® Attached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Plans ❑ Draft ❑ Copy of letter ❑ Report the following items ❑ Specifications t I t COPIES JOB NO 1357 12 002 DATE 06 12 2012 DESCRIPTION 5 Phase 01 ATTENTION Ms Karen Higgins RE PNG Carlson Dairy Road Maintenance Work conducted in accordance with S &ME Proposal No 1357 25000 12 WE ARE SENDING YOU ® Attached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Plans ❑ Draft ❑ Copy of letter ❑ Report the following items ❑ Specifications t I t COPIES DATE NO DESCRIPTION 5 06 12 2012 1 Copy of Application for NWP 12 and WQC 3884 1 6 12 2012 2 CD of Application for NWP 12 and WQC 3884 1 6812 3 Check for $240 00 ( #019253) THESE ARE TRANSMITTED AS CHECKED BELOW ❑ For approval ® For your record ❑ As requested ❑ For review and comment ❑ ❑ FORBIDS DUE _/ / ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Karen Please find attached a copy of the Application for NWP 12 and WQC 3884 authorization Please note a copy has been provided to Ms Sue Homewood of the Winston Salem Regional Office Please do not hesitate to call us at 704 523 4726 with questions Thank you — Crystal J(J,vL� z SIGN 6r:;6T1.'1k June 12, 2012 U.S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 Attention: Mr. Thomas Brown N.C. Division of Water Quality 401 Wetlands Unit 512 North Salisbury Street Raleigh, North Carolina 27604 Attention: Ms. Karen Higgins, Water Quality Supervisor Reference: Application for Nationwide Permit No. 12 and Water Quality Certification 3884 PNG Carlson Dairy Road Maintenance Greensboro, North Carolina S &ME Project No. 1357 -12 -002, Phase 01 Dear Mr. Brown and Ms. Higgins: On behalf of Piedmont Natural Gas (PNG), S &ME, Inc. (S &ME) is submitting this application for impacts to waters of the U.S. in accordance with Department of the Army Nationwide Permit (NWP) No. 12 (Utility Line Activities) and corresponding North Carolina Division of Water Quality (DWQ) Water Quality Certification (WQC) 3884. This permit application is being submitted for utility line activities associated with the maintenance of an existing natural gas pipeline. In support of this application, please find enclosed the following: • Figures: Site Vicinity Map (Figure 1), USGS Topographic Maps (Figure 2), and 2009 Aerial Photographs (Figure 3) • Appendix I: Pre - Construction Notification (PCN) and Signed Agent Authorization Form • Appendix II: Site Photographs • Appendix III: Jurisdictional Boundary Maps (Sheet 1) • Appendix IV: U.S. Army Corps of Engineers (USACE) Routine Wetland Determination Form and DWQ Stream Identification Form • Appendix V: Agency Scoping Responses • Appendix VI: Restoration Plan • North Carolina Division of Water Quality (NCDWQ) Processing Fee check S &ME, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273 -5560 / p 704.523.4726 f 704.525.3953 / www.smeinc.com Application for NWP 12 and WQC 3884 Carlson Dairy Road. Greensboro. N.C. S &ME Project No. 1357 -12 -002, Phase 01 June 12. 2012 In addition, please consider this application package a Request for Jurisdictional Determination. GENERAL PROJECT INFORMATION AND PURPOSE PNG plans to perform maintenance activities within an approximately 4,341 square foot portion of an existing natural gas line right -of -way (ROW) adjacent to Carlson Dairy Road in Greensboro, North Carolina. The purpose of the maintenance activities is to facilitate access to the ROW and alleviate ponding, about which the adjacent property owners have expressed concern, and is inhibiting PNG's access to and maintenance of the existing gas line. Activities will include fill placement in an on -site wetland to elevate the area such that maintenance equipment can access the ROW. Accordingly, PNG requests to place approximately 0.099 -acre of fill in the wetland to facilitate access in this area. The project area is located approximately 1,500 linear feet north of the Francisco Drive and Carlson Dairy Road intersection on the west side of Carlson Dairy Road (36.1541 °N, - 79.8910 °W). The location of the project area is depicted on the Vicinity Map (Figure 1), portions of the 1991 Summerfield, N.C. USGS Topographic Quad Sheet (Figure 2), and an Aerial Photograph dated 2010 (Figure 3). Field review of the project area revealed it consists of maintained easement. FIELD CONDITIONS S &ME personnel visited the project area on April 16, 2012 to delineate the jurisdictional boundaries in accordance with the USACE 1987 Manual Wetland Delineation Manual Guidelines and corresponding Eastern Mountains and Piedmont Supplemental Guidance' Jurisdictional boundaries were surveyed by a Registered Land Surveyor (Regional Land Surveyors, Inc.). Survey plats depicting the on -site jurisdictional features and project impacts were then produced and are included with this submittal (Sheet 1, Appendix III). A Request for a Jurisdictional Determination, along with a representative Routine Upland/Wetland Data Forms, NCDWQ Stream Classification Form and USACE Stream Quality Assessment Worksheet are being submitted to the USACE along with this permit package. A brief summary of the streams and wetlands identified during S &ME's delineation are described as follows: • Stream 1: Stream 1 is a medium sized, perennial channel that is not depicted on the USGS topographic map. Gravel, sand and silt comprised the substrate. Approximately 200 linear feet (If) was identified within and adjacent to the ROW. • Streams 2: Stream 2 is a perennial channel depicted on USGS topographic maps. Stream 2 was identified for approximately 501f on either side of the ROW; ' Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual, Technical Report Y- 87-1, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS. NTIS No. AD A176 912 (Note: Appendix C information is outdated and must be obtained from regional Wetlands offices). Environmental Laboratory. 2010. Interim Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region. U. S. Army Engineer Waterways Experiment Station, Vicksburg, MS. ERDC/EL TR -10 -9 Application for NWP 12 and WQC 3884 Carlson Dairy Road. Greensboro. N.C. SWE Project No. 1357 -12 -002, Phase 01 June 12. 2012 however, within the ROW geomorphology of this channel is not present and, as such, was included within the abutting wetland, Wetland B. • Wetlands A and B: Wetlands A and B (0.019 -acre and 0.146 -acre, respectively) are riparian wetlands abutting Streams 1 and 2. During field review, water was observed in the emergent portions of Wetlands A and B within the ROW. Species observed within the ROW included various Sedges (Carex spp.), Soft rush (Juncus effusus), Woodwardia ( Woodwardia aerolata), cattails (Typha latifolia) and multiflora rose (Rosa multiflora) along the periphery of the ROW. Adjacent wooded areas included Sweet gum (Liquidambar styraciflua) and red maple (Acer rubrum) as dominant species in the canopy, tag alder (Alnus serrulata) and saplings of the afore - mentioned canopy species in the sub - canopy, and Japanese honeysuckle (Lonicera japonica) and green brier (Smilax glauca) in the vine layer. A representative data form was collected at Wetland A to provide information typical of wetlands within the project area. A Representative DWQ stream assessment form was collected at Stream 1. A Stream assessment form was not prepared for Stream 2 as it is not a stream within the project area. The forms are included with the request for JD, provided in Appendix IV. DESCRIPTION OF WORK AND PROPOSED IMPACTS The proposed project will entail placement of fill within Wetland B to raise the groundsurface elevation approximately +/- 3 feet. Workspace will be limited to 40 -feet encompassed within the existing ROW. Please note, Streams 1, 2 and Wetland A will not be impacted as a result of construction. Forested areas outside of the existing ROW will not be disturbed during maintenance activities. Impacts to jurisdictional areas are summarized in Table 1 below, and are depicted on the Jurisdictional Boundary Map (Sheet 1) in Appendix III. Table 1: Summary of Wetland Impacts ID Sheet No. (Appendix III) Type Type of Impact Impact (Acre) A 1 Herbaceous None 0.00 B 1 Herbaceous Permanent Fill 0.099 Total Disturbance: 0.099 Total Fill: 0.099 Temporary and permanent impacts to Wetland B will involve placement of 0.099 -acre of fill within a 40 -foot footprint of a 50 -foot existing ROW. Fill placement will be limited to the portion of the ROW which has been historically maintained and no clearing will result of the remaining 10 if of ROW which is currently not maintained. A tapered wedge of clean fill will be placed beginning near Carson Dairy Road and tapering out to existing grade along the direction of the existing gas pipeline. The fill will be trucked to the project area and placed within the existing maintained ROW to elevate the area and provide access for future maintenance. The proposed fill placement would elevate the ground surface by approximately three feet. Please note, no impacts to forested portions of the ROW or areas outside of the ROW will occur as a result of fill placement and Application for NWP 12 and WQC 3884 Carlson Dairy Road. Greensboro. N.C. S &ME Project No. 1357 -12 -002, Phase 01 June 12. 2012 Wetland A, Stream 1 and Stream 2 will not be impacted. Impacts to Wetland B are depicted on Sheet 1 (Appendix III). PROTECTED SPECIES To comply with applicable sections of the Endangered Species Act (ESA) of 1973 (16 USC 1531- 1543), S &ME consulted with the U.S. Fish & Wildlife Service (USFWS) and the North Carolina Natural Heritage Program ( NCNHP). Scoping letters with project information and maps of project area were provided to both agencies on April 11, 2012. The NCNHP responded with an April 23, 2012 letter stating that they were aware of no known records of protected species within one mile of the project. NCNHP did indicate that there is a significant natural heritage area, Lake Higgins Forest, within 0.2 -mile of the project area; however it is not likely to be impacted by the project as proposed. A copy of the NCNHP response letter is included in Appendix V. To date, the USFWS service has not responded. Therefore, S &ME conducted a pedestrian review of the project area to determine the presence of protected species, or their habitat, within the project area. Prior to field review, S &ME scientists consulted the USFWS 2007 Threatened and Endangered Species List for North Carolina which revealed two federally protected species in Guilford County, see Table 2 below. Table 2: Summary of Federally Protected Species for Guilford County, North Carolina 2 S &ME conducted a pedestrian assessment of the project area concurrent with the jurisdictional delineation on April 16, 2012. S &ME's assessment revealed potential habitat for both Bald Eagle (Haliaeetus leucocephalus) and Small whorled pogonia (Isotria medeoloides) within forested portions reviewed outside of the project area; however no individuals of these species were observed. Because construction will be limited to the maintained existing easement and no disturbance will occur in forested areas, it is anticipated that no effects to either Bald eagle or small whorled pogonia, or their habitat, will occur as a result of this project. CULTURAL RESOURCES S &ME provided a scoping letter to the North Carolina State Historic Preservation Office (SHPO) on April 11, 2012. SHPO responded with an April 27, 2012 letter stating that they reviewed the project and were aware of no historic resources which would be affected. A copy of the SHPO letter is included in Appendix V. Scientific Federal 4 Common Name Type Record Status Name Status3 Haliaeetus Vertebrate Bald Eagle BGPA Current leucocephalus Animal Small- whorled Isotria Plant T Current Pogonia medeoloides = reatenea and Endangere pecies Dist tor North uarolina. n me : w. s. ov nc -es es coun r. m 3 = BGPA — Bald and Golden Eagle Protection Act, T = Listed as Threatened. 4 = Current — Occurrence has been documented within the county in the past 50 years. S &ME conducted a pedestrian assessment of the project area concurrent with the jurisdictional delineation on April 16, 2012. S &ME's assessment revealed potential habitat for both Bald Eagle (Haliaeetus leucocephalus) and Small whorled pogonia (Isotria medeoloides) within forested portions reviewed outside of the project area; however no individuals of these species were observed. Because construction will be limited to the maintained existing easement and no disturbance will occur in forested areas, it is anticipated that no effects to either Bald eagle or small whorled pogonia, or their habitat, will occur as a result of this project. CULTURAL RESOURCES S &ME provided a scoping letter to the North Carolina State Historic Preservation Office (SHPO) on April 11, 2012. SHPO responded with an April 27, 2012 letter stating that they reviewed the project and were aware of no historic resources which would be affected. A copy of the SHPO letter is included in Appendix V. Application for NWP 12 and WQC 3884 Carlson Dairy Road. Greensboro. N.C. Randleman Lake Buffer Rules SWE Project No. 1357 -12 -002, Phase 01 June 12. 2012 It is our understanding, based on review of the Randleman Lake Watershed buffer rules, that the project as proposed is exempt under existing uses. Because Randleman Lake Buffer Rules are delegated to local authorities (Guilford County), S &ME contacted Mr. Matthew Williams with Guilford County to confirm buffer requirements for the proposed maintenance. Mr. Williams confirmed that provided no forested buffers were impacted as a result of construction, the project was exempt from the riparian buffers. A copy of this correspondence is included in Appendix V. AVOIDANCE AND MINIMIZATION PNG has designed the proposed project to avoid and minimize impacts to waters of the U.S. to the extent practical. Fill placement and construction activities will be limited to 40 -feet through Wetland B (which is currently maintained), within the 50 -foot existing ROW, and is the minimum amount necessary to facilitate access for maintenance, inspection, and emergency response in this area. Another option that was initially considered would involve grading, re- constructing the channel of Stream 2 through the ROW, and installing a culvert has been eliminated following an on -site visit with Mr. Thomas Brown of the USACE and Ms. Sue Homewood of the DWQ on May 30, 2012. Results of this field meeting indicated agency concern that re- establishing the stream through the corridor may result in greater impact to Wetland B. REGULATORY CONSIDERATIONS Work will be conducted within the existing maintained easement. Excess material will be removed to a high ground disposal area. Temporari ly- cleared areas will be restored with native vegetation in accordance with the attached Restoration Plan (Appendix VI) upon completion of the work. Sediment and erosion control measures shall be consistent with the practices outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual" and approved by the local governing authority. The specifications for the design, installation, operation and maintenance of Best Management Practices will comply with the appropriate turbidity water quality standard. Sediment and erosion control measures placed in waters will be removed and the original grade restored within two months after the Division of Land Resources has released the project. Impacts have been avoided and minimized, and appropriate measures will be taken during construction to allow flow and circulation patterns of waters of the U.S. to remain unaffected. MITIGATION Streams 1 and 2 will not be impacted as a result of this project. Permanent impacts to Wetland B will occur through placement of fill; however, the impacts are below the threshold for mitigation (0.099 -acre) and, as such, no mitigation will be required. Additionally, Mr. Thomas Brown of the USACE confirmed in an April 6, 2012 telephone call with our Ms. Crystal Fox that no mitigation for wetland impacts would be required provided that impacts were below the threshold of 0.10 -acre. Application for NWP 12 and WQC 3884 SWE Project No. 1357 -12 -002, Phase 01 Carlson Dairy Road, Greensboro, N.C. June 12 2012 Eel 1►` [ 3 By copy of this correspondence and completed PCN, we are requesting your written concurrence with this NWP permit application. If you have questions or require additional information, please feel free to contact us. Sincerely, S&ME Crysta J. Fox Sd2-) Natural Resources Staff Professional Senior Review by Julie Bennett- Hudel, P.G. Darrin Peine, QEP Natural Resources Department Manager CC: Andy Clark, P.L.S.; Regional Land Surveyors Neil Moser, P.E.; PNG Sue Homewood; NC DWQ Winston Salem Field Office Figures ReedyF Cree 20 `N Ridge es 0 o� nont Triad tional Airport k Carlson Pare C lb v yy �m 0 X41 �C* a `yo \o Jos Ph Br a n�� Greensboro .D (D 3 Geeµ % SePe I c 00� I a ob 4'RRd�� o - _ Q d Guilford College, ��-- -� Approximate Location of Carlson Dairy Road Maintenance Li REFERENCE: GIS DATA LAYERS WERE OBTAINED FROM ESRI STREEfMAP DATASET 2010. PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER , USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S &ME, INC. ASSUMES NO 0 0.5 1 RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS Miles , I SCALE: 1 " = 4,000' NO. DATE ts&ME FIGURE : 04 -10 -12 VICINITY MAP DRAWN BY: C JF 1 INWW.SMEINC.COM PNG - Carlson Dairy Road Maintenance PROJECT NO 1357 -12 -002. Phase 01 1 ENGINEERING LICENSE NO: F -0176 I Greensboro, North Carolina z Pare C lb v yy �m 0 X41 �C* a `yo \o Jos Ph Br a n�� Greensboro .D (D 3 Geeµ % SePe I c 00� I a ob 4'RRd�� o - _ Q d Guilford College, ��-- -� Approximate Location of Carlson Dairy Road Maintenance Li REFERENCE: GIS DATA LAYERS WERE OBTAINED FROM ESRI STREEfMAP DATASET 2010. PLEASE NOTE THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER , USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S &ME, INC. ASSUMES NO 0 0.5 1 RESPONSIBILITY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY THE USER BASED UPON THIS Miles , I SCALE: 1 " = 4,000' NO. DATE ts&ME FIGURE : 04 -10 -12 VICINITY MAP DRAWN BY: C JF 1 INWW.SMEINC.COM PNG - Carlson Dairy Road Maintenance PROJECT NO 1357 -12 -002. Phase 01 1 ENGINEERING LICENSE NO: F -0176 I Greensboro, North Carolina ' s y it • ; Ilk 1 awl k v � f t " •• l a ' t r_Ag1 . a .1 Approximate Location of Carlson Dairy Road Maintenance a REFERENCE: GIS DATA LAYERS WERE OBTAINED FROM NATIONAL GEOGRAPHIC 2010 IMAGERY, 1,24,000 SCANNED C USGS TOPOGRAPHIC MAPS AND ESRI STREETMAP DATASET 2010. PLEASE NOTE THIS MAP IS FOR 0 500 000 Ic INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN, LEGAL, OR ANY OTHER USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S &ME, INC. ASSUMES NO RESPONSIBILITY FOR Feet F C SCALE: 1 " = 650 ' FIGURE NO. DATE: 04 -11 -12 tS&ME USGS TOPOGRAPHIC MAP DRAWN BY: C JF WWW.SMEINC.COM PNG - Carlson Dairy Road Maintenance 'ROJECT NO: 1357 -12 -002. Phase 01 Greensboro, North Carolina Appendix I d�o� W A 7�R4G � r o � Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Page 1 of 12 PCN Form — Version 1.3 December 10, 2008 Version Pre - Construction Notification PCN Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ®Section 404 Permit El Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes ® No 1 d. Type(s) of approval sought from the DWQ (check all that apply): N 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 because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes ® No For the record only for Corps Permit: ❑ Yes N 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 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ® No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Project Information 2a. Name of project: PNG Greensboro - Carlson Dairy Road Maintenance 2b. County: Guilford 2c. Nearest municipality /town: Greensboro 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: Piedmont Natural Gas 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 4720 Piedmont Row Drive 3e. City, state, zip: Charlotte N.C. 28210 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 12 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ® Other, specify: Utility Company 4b. Name: Neil Moser, P.E. 4c. Business name (if applicable): Piedmont Natural Gas 4d. Street address: 4720 Piedmont Row Drive 4e. City, state, zip: Charlotte N.C. 28210 4f. Telephone no.: 704.731.4351 4g. Fax no.: 704.731.4098 4h. Email address: neil.moser @piedmontng.com 5. Agent /Consultant Information (if applicable) 5a. Name: Crystal Fox 5b. Business name (if applicable): S &ME, Inc. 5c. Street address: 9751 Southern Pine Boulevard 5d. City, state, zip: Charlotte, N.C. 28723 5e. Telephone no.: 704.523.4726 5f. Fax no.: 704.525.3853 5g. Email address: cfox @smeinc.com Page 2 of 12 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1 a. Property identification no. (tax PIN or parcel ID): Project is a portion of an exiting linear utility line, PIN 7837893592 Latitude: 35.1541 °N 1 b. Site coordinates (in decimal degrees): Longitude: - 79.8910 °W: (DD.DDDDDD) (- DD.DDDDDD) 1 c. Property size: Approximately 0. 17 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Lake Higgins an Impoundment of Brush Creek proposed project: 2b. Water Quality Classification of nearest receiving water: Class C; WS-Ill-,NSW 2c. River basin: Cape Fear (03030002) 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: Land use in the vicinity of the project area is primarily residential with some commercial development. The project area consists of a portion of an existing natural gas pipeline right -of -way that is frequently maintained. 3b. List the total estimated acreage of all existing wetlands on the property: 0.165 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: Approximately 58 linear feet 3d. Explain the purpose of the proposed project: The purpose of the project is to elevate the exisisting maintained ROW to facilitate access for maintenance. 3e. Describe the overall project in detail, including the type of equipment to be used: PNG plans to place approximately 0.099 -acre of fill placement in an on -site wetland to elevate the area such that maintenance equipment can access the ROW for maintenance, repairs, and inspection of the existing gas line. Limits of disturbance and fill will be clearly demarcated with highly visible materials, prior to ground disturbance. Fill placement will be limited to the portion of the ROW which has been historically maintained and no clearing will result of the remaining 10 If of ROW which is currently not maintained. A tapered wedge of clean fill will be placed approximately three feet deep beginning near Carson Dairy Road and tapering out to existing grade along the direction of the existing gas pipeline. The fill will be trucked to the project area and placed within the existing maintained ROW to elevate the area and provide access for future maintenance. . 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ®Yes E] No ®Unknown project (including all prior phases) in the past? Comments: Attached 4b. If the Corps made the jurisdictional determination, what type El 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. Page 3 of 12 PCN Form — Version 1.3 December 10, 2008 Version 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? FE]Yes ❑ No ® Unknown 5b. If yes, explain in detail according to "help file" instructions. N/A 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ® No 6b. If yes, explain. Page 4 of 12 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ® Wetlands ® Streams - tributaries ® Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type 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 Permanent Fill Riparian ❑ Yes ® No ® Corps ® DWQ 0.099 W2 ❑P ❑T El Yes El Corps ❑ No ❑ DWQ W3 ❑P ❑T El Yes El Corps ❑ No ❑ DWQ W4 ❑P ❑T El Yes El Corps ❑ No ❑ DWQ W5 ❑P ❑T El Yes El Corps ❑ No ❑ DWQ W6 ❑P ❑T El Yes El Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: W1 = WB, see attached Sheet 1 for Impact location 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 ju risd iction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non -404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ S6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 3i. Comments: No stream impacts will occur. Page 5 of 12 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 ❑T 03 ❑P ❑T 04 ❑P ❑T 4f. Total open water impacts 4g. Comments: No open -water impacts will occur. 5. Pond or Lake Construction If pond or lake construction proposed, the 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 5f. 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 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? 131 ❑P ❑T F-1 Yes ❑ No B2 ❑P ❑T F-1 Yes ❑ No B3 ❑P ❑T F-1 Yes ❑ No 6h. Total buffer impacts 6i. Comments: Impacts occur within existing ROW, exempt under existing uses. No buffer impacts will occur. Page 6 of 12 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. Fill placement and construction activities will be limited to 40 -feet through Wetland B (which is currently maintained), within the 50 -foot existing ROW, and is the minimum amount necessary to facilitate access for maintenance and emergencies in this area. Another option that was initially considered would involve grading, re- constructing the channel of Stream 2 through the ROW, and installing a culvert has been eliminated following an on -site visit with Mr. Thomas Brown of the USACE and Ms. Sue Homewood of the DWQ on May 30, 2012. Results of this field meeting indicated agency concern that re- establishing the stream through the corridor may result in greater impact to Wetland B. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Appropriate Sediment and Erosion Control devices will be employed during construction to prevent inadverdent off -site sedimentation to adjacent sensitive resources. 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: N/A 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: N/A 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: 0 linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non - riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 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. N/A Page 7 of 12 PCN Form — Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes ® No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). N/A 6h. Comments: Buffer mitigation is not required as the buffers are located within existing ROW, therefore activities are exempt from Buffer Rule requirements. Page 8 of 12 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. Comments: Project is a linear utility. The ROW will remain grassed with no ❑ Yes ®No impervious surfaces. 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: Project will not result in additional impervious surface 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: N/A ❑ 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 ❑ NSW 3b. Which of the following locally - implemented stormwater management programs ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Program Review ❑ Coastal counties ❑ HQW 4a. Which of the following state - implemented stormwater management programs apply ❑ ORW (check all that apply): ❑ Session Law 2006 -246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been 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 12 PCN Form — Version 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 ® No use of public (federal /state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA /SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: N/A 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): N/A 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. The project is not considered "growth- inducing" in that its purpose to facilitate access to an existing maintained ROW. 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. The project is a natural gas pipeline and will not generate waste water. Page 10 of 12 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? ® 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? To comply with applicable sections of the Endangered Species Act (ESA) of 1973 (16 USC 1531 - 1543), S &ME consulted with the U.S. Fish & Wildlife Service ( USFWS) and the North Carolina Natural Heritage Program ( NCNHP). Scoping letters with project information and maps of project area were provided to both agencies on April 11, 2012. The NCNHP responded with an April 23, 2012 letter stating that they were aware of no known records of protected species within one mile of the project. NCNHP did indicate that was a significant natural heritage area, Lake Higgins Forest, within 0.2 -mile of the project area; however it is not likely to be impacted by the project as proposed. A copy of the NCNHP response letter is included in Appendix V. To date, the USFWS service has not responded. Therefore, S &ME conducted a pedestrian review of the project area to determine the presence of protected species, or their habitat, within the project area. S &ME conducted a pedestrian assessment of the project area concurrent with the jurisdictional delineation on April 16, 2012. S &ME's assessment revealed potential habitat for both Bald Eagle (Haliaeetus Ieucocephalus) and Small whorled pogonia (Isotria medeoloides) within forested portions reviewed outside of the project area; however no individuals of these species were observed. Because construction will be limited to the maintained existing easement and no disturbance will occur in forested areas, it is anticipated that no effects to either Bald eagle or small whorled pogonia, or their habitat, will occur as a result of this project. 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? http: // ocean. floridamarine .org /efh— coral /ims /viewer.htm 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ®No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? S &ME provided a scoping letter to the North Carolina State Historic Preservation Office (SHPO) on April 11, 2012. SHPO responded with an April 27, 2012 letter stating that they reviewed the project and were aware of no historic resources which would be affected. Accordingly, the SHPO had no further comment on this project. Page 11 of 12 PCN Form — Version 1.3 December 10, 2008 Version 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 comply with FEMA regulations. 8c. What source(s) did you use to make the floodplain determination? Available FEMA mapping Crystal Fox Applicant/Agent's Printed Name 06.12.2012 Date plicant/Agent's ignature (Agent's signature is valid only if an authorization letter fr the applicant is provided. Page 12 of 12 PCN Form —Version 1.3 December 10, 2008 Version q*&Mr AGENT AUTHORIZATION FORM Date: 06.06.2012 'ro'ect Information S &ME Project Name: PNG Carlson Dairy Road Maintenance Type of Project: Jurisdictional Delineation /Section 4041401 Permitting Location: Greensboro, NC Property Owner /Representative Information Business Name: Mailing Address: City, State, Zip Code: Telephone No. Contact: Agent Information Business Name: Street Address: City, State, Zip Code: Telephone No. Contact: Piedmont Natural Gas (PNG) 4720 Piedmont Row Drive Charlotte, N.C. 28205 1 7vq-- --?3� -ef,31 S &ME, Inc. 9751 Southern Pine Boulevard Charlotte, NC 28273 (704) 523 -4726 Crystal Fox Authorization: � �14 - I � on behalf of (Contact Signature) CiC,Q Motel '7____ xc- C J As hereby authorize (Name of Landowner or Representative) S &ME, Inc. to act as agent for the above- mentioned project. Appendix II Photo 1: View of Wetland A and Stream 1, off Right - of -Way (ROW). Photo 3: View of Wetland A off ROW. Photo 2: View of Wetlands A and B and Stream 1 within the ROW. Photo 4: View facing Wetland B and area of fill placement. REPRESENTATIVE SITE PHOTOGRAPHS Taken by: CJF Checked by: DMP PNG Carlson Dairy Road Maintenance &ME Greensboro, North Carolina Date: 04.16.2012 Project No.: 1357 -12 -002, Photo Page 1 of 1 Appendix III LINE TABLE WETLAND A (NO IMPACTS) 622 SQ. FT. 0.019 AC. LINE LENGTH BEARING L20 14.67' N4826'12 'W L21 26.29' N23'56'44 "W L22 15.32' N15'55'28 "E L23 1.84' N84'16'13 "E L24 14.07' S841 6'13 "W L25 12.41' N49.24'34 "W L26 24.82' N36'24'58 "W L27 14.20' N07'18'43 'E L28 6.47' N31'11'14 "W L29 22.37' N84'16'13 'E LINE TABLE WETLAND B IMPACTS: 4,341 SQ. FT. /0.099 AC. LINE LENGTH BEARING L2 12.48' 532'46'00 "E L3 26.69' S17'59'04 "E L13 103.75' S83'02'1 2'W L14 16.42' N51'52'05 "W L15 15.52' N2711'26 'W L16 15.45' N17- 37'50 'E L17 97.18' N8416'13 "E L18 6.62' N89-11'36'E LINE TABLE WETLAND 8 (NO IMPACTS) 2,065 SQ. FT. 0.047 AC. LINE LENGTH BEARING L4 7.78' S17'59'04'E L5 11.74' S57'19'06'E L6 2.89' S89'11'36'W L7 28.15 S89'11'36'W L8 94.88' S84 W13 -W L9 18.52' N51'52'05 "W L10 24.99' N27'11'25 "W L11 15.15' N1737'50 "E L12 16.34' N84'16'13 "E L13 103.75' S83'02'1 2"W L14 16.42' N51'52'05'W L15 15.52' N27'11'26 "W L1fi 15.45' N1737'50 "E LINE TABLE STREAM 1 (NO IMPACTS) 58 LF LINE LENGTH BEARING L9 18.52' N51'52'05 "W L70 24.99' N27'11'26 "W L11 15.15' N1737'50 "E L20 14.67' N48'25'12 "W L21 26.29' N23'55'44 "W L22 15.32' N13- 55 -28 "E L23 1 1.84' N84'16'13 "E **NOTE- FOREST RIPARIAN BUFFERS WILL NOT BE IMPACTED. 1 � 1 40' MAXIMUM DISTURBANCE LIMIT 40' THROUGH WETLANDS ' -I I c� CARLSON DAIRY ROAD 60' R/W ' 1 775- _74_ 10HU Oki/ r \ \ '• OHU �HC`�oHU� \ OHU rU `0H 1� WETLAND B / 776 . - - -- f PROFILE #1 774'Hh� +n 772 DATUM L'LEV N 770.00 0 +00 - 0 +40 0 +99 768 766 764 DATUM FI.EV 762.00 0 +00 LEGEND PROFILE #2 L +n n D 0 +40 0 +90 • COMPUTED POINT © IRON PIPE FOUND I A REBAR FOUND v ® DISK FOUND [� CONCRETE MONUMENT FOUND 0 1 - D.S. 1655 PG. 430 $ UTILITY POLE �_ GUY WIRE i Gu- GAS MARKER `I � 767.5 l M d FEE Z�•; � r � AREA IMPACTED BY FILL ^ STREAM 2 1 1 1 1 -' - INV RCP - I N V= 766.93 1 ' U 36" RCP m �INV= 765.83 I HEREBY CERTIFY THAT A SURVEY WAS MADE UNDER MY SUPERVISION AND THAT THE WETLANDS SHOWN HEREON REFLECTS THE DELINEATION EVIDENCE PROVIDED BY S&ME ENVIRONMENTAL SERVICES ON 04Y16/2012. DAVID A. CLARK, PLS L -4649 `���*<�1u1 uurr��i �N`�` (ta CAROB el �pi ice+ = SEAL :* -- -- -o *,�L -4649 a Q � 1rAi11ii1i 0��� N: 875,978.07 9� 1 E: 1,737.090.07 L1 S17 -L4 f N U� oNU� �r Z 1 � 1 1 � t r u 1 x773.3 771.5 r o "t. TIN: 7837893592 CITY OF GREENSBORO YEAR -ROUND RPW D.B. 1855 PG. 430 L NOT IMPACTED 1 r\ PROFILE #2 c � 765.6 STREAM 1 YEAR -ROUND RPW - NOT IMPACTED �? -- 1�- / WETLAND B 1 PROFILE #1 U x768.5/ x'9.7 - - - - - f C WETLAND A J J -t-21 � 6�/ • � t28 i -$� X66/ , � / � �• 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE / �16g� - PIN: 7637893592 �j/ +�� J 1 -CITY OF GREENSBORO, r�� j 0 1 - D.S. 1655 PG. 430 cn -770 / / �_ RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS Co. -773- - �/ 41(tj THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 CORP 15'`"TTcT+r� 50' PNG EASEMENT 35 ' D.B. 1409 PG. 474 50' _ SUBJECT BOUNDARY RIGHT -OF -WAY _G -G - GAS LINE EASEMENT - oHU --0HU- OVERHEAD UTILITIES TREE LINE - - STREAM BUFFERS PROPOSED STORM PIPE IMPACTED_ WETLAND STREAM WETLAND A 30' -772 - BUFFER (ZONE 1) r 20' RIPARIAN BUFFER -775 - (ZONE 2) � . �. -785-- 780-1 9g573 __ PJ PIN: 7837665113 C. RICHARD EPES &WIFE GRAPHIC SCALE BESSIE K. EPES D.B. 4666 PG. 1853 40 0 20 40 1 ' ( IN FEET ) 1 inch = 40 ft. 80. ,wu r0"u 01D %0: • SITE VICINITY MAP All TOPOGRAPHIC & WETLAND SURVEY PIEDMONT NA T URA.L GAS IR ##0230183 CARLSON DAIRY ROAD BRUCE TO WNSHIP GUILFORD COUNTY GREENSBORO, NORTH CAROLINA N.C. License No. C -1362 CORPS ACTION I.D. 8642 WEST MARKET STREET, SUITE 100 THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY TELEPHONE (336) 665 -8155 DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION REV. 11 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE 2 UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE 1 o IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS cn DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS Co. FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING r^ THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 CORP OF ENGINEERS WETLANDS DELINEATION MANUAL NAME TITLE DATE TOPOGRAPHIC & WETLAND SURVEY PIEDMONT NA T URA.L GAS IR ##0230183 CARLSON DAIRY ROAD BRUCE TO WNSHIP GUILFORD COUNTY GREENSBORO, NORTH CAROLINA N.C. License No. C -1362 Reionai urve Y ors, Inc. �' Land 8642 WEST MARKET STREET, SUITE 100 GREENSBORO, NORTH CAROLINA 27409 TELEPHONE (336) 665 -8155 JOB :1227.14 1 DRAWN BY: DAC I DATE: 04/23/2012 1 CREW CHIEF: MDP REV. 11 DAC 106/01/2012 1 CORP & NCDENR FIELD COMMENTS REV. 21 DAC I 06 D8 2012 I S&ME COMMENTS Appendix IV WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region Project/Site: jt( _s �SbYi 901VIAQ 6W City /County: G6rO:, G« Sampling Date: 14. 1 t0` t - Applicant/Owner: OK� 'dJ +�tM Fri S (p () State: MC, Sampling Point: _ A Investigator(s):' I TAC n'."- . %� l�� ` FOK Section, Township, Range: Landform (hillslope, terrace, etc,): S Local relief (concave, convex, none): Subregion (LRR or MLRA): 'L ® Lat: .� ' a IV / Long: Soil Map Unit Name: T'09 S�f .'>OJMXA 1.. - �F1 0 St l FV , NWI classification: r Slope ( %); ( u Datum: '93 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 No Are Vegetation Soil or Hydrology naturally problematic? (if needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one is required: check all that apply) Surface water (A1) _ Aquatic Fauna (B13) High Water Table (A2) _ Marl Deposits (B15) (LRR U) Saturation (A3) _ Hydrogen Sulfide Odor (Cl) _ Water Marks (B1) _ Oxidized Rhizospheres along Living Roots (C3) Sediment Deposits (152) _ Presence of Reduced Iron (C4) Drift Deposits (B3) _ Recent Iron Reduction in Tilled Soils (C6) _ Algal Mat or Crust (B4) _ Thin Muck Surface (C7) _ Iron Deposits (135) _ Other (Explain in Remarks) Inundation Visible on Aerial Imagery (157) Water- Stained Leaves (159) Field Observations: Surface Water Present? Yes X, No Depth (inches): ca Water Table Present? Yes N/, No Depth (inches): _ _ Surface Soil Cracks (156) _ Sparsely Vegetated Concave Surface (158) _ Drainage Patterns (1310) _ Moss Trim Lines (1516) _ Dry- Season Water Table (C2) Crayfish Burrows (C8) Saturation Visible on Aerial Imagery (C9) _ Geomorphic Position (D2) _ Shallow Aquitard (D3) _ FAC- Neutral Test (D5) Sphagnum moss (D8) (LRR T, U) Saturation Present? Yes -,< No Depth (inches): r) Wetland Hydrology Present? Yes X— No (includes caoillary frinoe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if avai Remarks: - - --- - - - - - --..... ..... -. -. - - - US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region - Version 2.0 VEGETATION (Four Strata) — Use scientific names of plants. t Absolute Dominant Indicator Tree Stratum (Plot size: ) % Cover Species? Status 2. 1 A'AL Xr n 3. 4. 5. 6. 7. 8. 0 = Total Cover 50% of total cover: 20% of total cover: 12- Sapling /Shrub Stratum (Plot size: ) 1. AInVA Y, 1 C 2. jfj' �JVM X_ FAW 3. Sampling Point: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: (A) Total Number of Dominant Species Across All Strata: (B) Percent of Dominant Species That Are OBL, FACW, or FAC: e (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) 4. Prevalence Index = B/A = 5. 6. 7. a. 4._ 5. 6. 7. 8. 9._ 10. 11. 12. _ 1 - Rapid Test for Hydrophytic Vegetation _ 2 - Dominance Test is >50% _ 3 - Prevalence Index is <3.0' _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Four Vegetation Strata: Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling /Shrub —Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 ft (1 m) tall. Herb —All herbaceous (non - woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vine —AII woody vines greater than 3.28 ft in height. US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region — Version 2.0 SOIL Sampling Point: e to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type Loc` Texture Remarks Y �0 _oo ?10 L0 ® 3 �� - 'Type: C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains. `Location: PL =Pore Lining, M= Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric S( _ Histosol (Al) _ Histic Epipedon (A2) _ Black Histic (A3) _ Hydrogen Sulfide (A4) _ Stratified Layers (A5) Organic Bodies (A6) (LRR P, T, U) _ 5 cm Mucky Mineral (A7) (LRR P, T, U) _ Muck Presence (A8) (LRR U) _ 1 cm Muck (A9) (LRR P, T) Depleted Below Dark Surface (A11) _ Thick Dark Surface (Al2) _ Coast Prairie Redox (A16) (MLRA 150A) _ Sandy Mucky Mineral (S1) (LRR O, S) _ Sandy Gleyed Matrix (S4) _ Sandy Redox (S5) _ Stripped Matrix (S6) _ Dark Surface (S7) (LRR P, S, T, U) Type: Depth (inches): Polyvalue Below Surface (S8) (LRR S, T, U) _ 1 cm Muck (A9) (LRR O) _ Thin Dark Surface (S9) (LRR S, T, U) _ 2 cm Muck (A10) (LRR S) _ Loamy Mucky Mineral (F1) (LRR O) _ Reduced Vertic (F18) (outside MLRA 150A,B) _ Loamy Gleyed Matrix (F2) _ Piedmont Floodplain Soils (F19) (LRR P, S, T) Depleted Matrix (F3) _ Anomalous Bright Loamy Soils (F20) _ Redox Dark Surface (F6) (MLRA 153B) _ Depleted Dark Surface (F7) _ Red Parent Material (TF2) _ Redox Depressions (F8) _ Very Shallow Dark Surface (TF12) _ Marl (1710) (LRR U) _ Other (Explain in Remarks) _ Depleted Ochric (F11) (MLRA 151) _ Iron - Manganese Masses (1712) (LRR O, P, T) 'Indicators of hydrophytic vegetation and _ Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, _ Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. _ Reduced Vertic (1718) (MLRA 150A, 150B) _ Piedmont Floodplain Soils (F19) (MLRA 149A) Anomalous Bright Loamy Soils (1720) (MLRA 149A, 153C, 153D) i WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region Landform (hillslope, terrace, etc.): $J{,.1'Y! °1'e_ _ _ _%e, Local relief (concave, convex, none): Slope ( %): Subregion (LRR or MLRA): _�� Lat: . t s,4 1 ® t� Long: , 2,910, L") Datum: KA $ Soil Map Unit Name: NWI classification: Are climatic! hydrologic conditions on the site typical for this time of year? Yes _,X_ No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology 'significantly disturbed? Are "Normal Circumstances" present? Yes/ No Are Vegetation Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No Is the Sampled Area Hydric Soil Present? Yes No within a Wetland? Yes No Wetland Hydrology Present? Yes No Remarks: ,q ; q �g ouA HYDROLOGY Indicators: Primary Indicators (minimum of one is required: check all that apply) _ Surface Soil Cracks (B6) _ Surface Water (A1) _ Aquatic Fauna (1313) _ Sparsely Vegetated Concave Surface (138) _ High Water Table (A2) _ Marl Deposits (1315) (LRR U) _ Drainage Patterns (1310) _ Saturation (A3) _ Hydrogen Sulfide Odor (Cl) _ Moss Trim Lines (1316) _ Water Marks (131) _ Oxidized Rhizospheres along Living Roots (C3) _ Dry- Season Water Table (C2) _ Sediment Deposits (132) _ Presence of Reduced Iron (C4) _ Crayfish Burrows (C8) _ Drift Deposits (83) _ Recent Iron Reduction in Trlled Soils (C6) _ Saturation Visible on Aerial Imagery (CO) _ Algal Mat or Crust (134) _ 'Thin Muck Surface (C7) _ Geomorphic Position (D2) — Iron Deposits (135) _ Other (Explain in Remarks) _ Shallow Aquitard (D3) _ Inundation Visible on Aerial Imagery (137) _ FAC- Neutral Test (D5) _ Water- Stained Leaves (B9) _ Sphagnum moss (D8) (LRR T, U) Surface Water Present? Yes No Depth (inches): ID Water Table Present? Yes No Depth (inches): Saturation Present? Yes No Depth (inches): 16a°t. Wetland Hydrology Present? Yes idol (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available Remarks: ., c , US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region – Version 2.0 VEGETATION (Four Strata) — Use scientific names of plants. 7 8. = Total Cover 50% of total cover: 20% of total cover: Sapling /Shrub Stratum (Plot size: ) 1. Car pi n u rzuazi iam 1-0 2. 3. 4. 5. 6. 7. 8. = Total Cover 50% of total cover: 20% of total cover: Herb Stratum (Plot size 10. 11. 12. = Total Cover 50% of total cover: 20% of total cover: Sampling Point: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: (A) Total Number of Dominant Species Across All Strata: (B) Percent of Dominant Species That Are OBL, FACW, or FAC: i DO (A/B) Prevalence Index worksheet: Total % Cover of: Absolute Dominant Indicator Tree Stratum (Plot size: %Cover Species? Status i. . I l r q A [I 1 iCWeA A 2. V cey RA 1l Fpd- 3. ?_nA 4 ws - -i _ b-A sa a » UPL species x 5 = 5. (A) (B) 6. 7 8. = Total Cover 50% of total cover: 20% of total cover: Sapling /Shrub Stratum (Plot size: ) 1. Car pi n u rzuazi iam 1-0 2. 3. 4. 5. 6. 7. 8. = Total Cover 50% of total cover: 20% of total cover: Herb Stratum (Plot size 10. 11. 12. = Total Cover 50% of total cover: 20% of total cover: Sampling Point: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: (A) Total Number of Dominant Species Across All Strata: (B) Percent of Dominant Species That Are OBL, FACW, or FAC: i DO (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = nyoropnyuc vegetation indicators: _ 1 - Rapid Test for Hydrophytic Vegetation _ 2 - Dominance Test is >50% _ 3 - Prevalence Index is 553.0' _ Problematic Hydrophytic Vegetation' (Explain) Indicators of hydric soil and wetland hydrology must I be present, unless disturbed or problematic. Definitions of Four Vegetation Strata: Tree — Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling /Shrub — Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 ft (1 m) tall. Herb —All herbaceous (non- woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody vine —All woody vines greater than 3.28 ft in height. Remarks: (If observed, list morphological adaptations below). °c (40V1 is d® US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0 Sampling Point: Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (i��nch��es) Color (moist) % Color (moist) % Type Loc` Texture Remarks -y �!%Ll- t-b AV aKS? Sat"dl 'Type: C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains. 'Location: PL =Pore Lining, M= Matrix. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Indicators for Problematic Hydric Soils3: _ Histosol (Al) _ Polyvalue Below Surface (S8) (LRR S, T, U) _ 1 cm Muck (A9) (LRR O) _ Histic Epipedon (A2) _ Thin Dark Surface (S9) (LRR S, T, U) _ 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) _ Piedmont Floodplain Soils (F19) (LRR P, S, T) _ Stratified Layers (A5) _ Depleted Matrix (F3) _ Anomalous Bright Loamy Soils (F20) _ Organic Bodies (A6) (LRR P, T, U) _ Redox Dark Surface (F6) (MLRA 15313) _ 5 cm Mucky Mineral (A7) (LRR P, T, U) _ Depleted Dark Surface (F7) _ Red Parent Material (TF2) _ Muck Presence (A8) (LRR U) _ Redox Depressions (F8) _ Very Shallow Dark Surface (TF12) _ 1 cm Muck (A9) (LRR P, T) _ Marl (F10) (LRR U) _ Other (Explain in Remarks) _ Depleted Below Dark Surface (A11) _ Depleted Ochric (F11) (MLRA 151) _ Thick Dark Surface (Al2) _ Iron - Manganese Masses (F12) (LRR O, P, T) 'Indicators of hydrophytic vegetation and _ Coast Prairie Redox (A16) (MLRA 150A) _ Umbric Surface (1713) (LRR P, T, U) wetland hydrology must be present, _ Sandy Mucky Mineral (S1) (LRR O, S) _ Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. _ Sandy Gleyed Matrix (S4) _ Reduced Vertic (1718) (MLRA 150A, 15013) _ Sandy Redox (S5) _ Piedmont Floodplain Soils (F19) (MLRA 149A) _ Stripped Matrix (S6) _ Anomalous Bright Loamy Soils (1720) (MLRA 149A, 153C, 153 D) _ Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No Remarks: ) US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0 NC DWQ Stream Identification Form Version 4.11 Date: 04.16.2012 Project /Site: Carlson Dairy Rd Latitude: 36.1541'N Evaluator: S &ME, Crystal Fox County: Guilford Longitude: -79.8910'W Total Points: Stream Determination (circ Other Stream is at least intermittent 34 Ephemeral Intermittent Perennial e.g. Quad Name: if? 19 or perennial if? 30" 2 3 A. Geomorphology (Subtotal = 17 ) Absent Weak Moderate Strong 1a. Continuity of channel bed and bank 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In- channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0 1 2O 3 4. Particle size of stream substrate 0 1 2 3 5. Active /relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No E-0-) Yes = 3 a artificial ditches are not rated; see discussions in manual B. Hydrology (Subtotal= 12. Presence of Baseflow 0 1 2 O3 13. Iron oxidizing bacteria 0 ) 1 2 3 14. Leaf litter 1.5 CD 0.5 0 15. Sediment on plants or debris 0 0.5 (aD 1.5 16. Organic debris lines or piles 0 1 0.5 1 1 1.5 17. Soil -based evidence of high water table? No = 0 Yes Q 3 C. Biology (Subtotal= 7.5 ) 18. Fibrous roots in streambed 3 CD 1 0 19. Rooted upland plants in streambed (9p 2 1 0 20. Macrobenthos (note diversity and abundance) 0 Cp 2 3 21. Aquatic Mollusks Q2D 1 2 3 22. Fish CD 0.5 1 1.5 23. Crayfish CD 0.5 1 1.5 24. Amphibians 0 0.5 1 1.5 25. Algae CD 0.5 1 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL 1.5 Other = 0 'perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Sketch: Appendix V North Carolina Department of Cultural Resources State Historic Preservation Office Ramona M. Bartos, Administrator Beverly Laves Perdue, Governor Linda A. Carlisle, Secretary Jeffrey J. Crow, Deputy Secretary April 27, 2012 Crystal Fox S &ME, Inc. 9751 Southern Pine Boulevard Charlotte, NC 28273 -5560 Office of Archives and History Division of Historical Resources David Brook, Director Re: PNG Carlson Dairy Road Maintenance project, Greensboro, S &ME 1357 -12 -002, Phase 01, Guilford County, ER 12 -0586 Dear Ms. Fox: Thank you for your letter of April 11, 2012, concerning the above project. We have conducted a review of the project and are aware of no historic resources which would be affected by the project. Therefore, we have no comment on the project as proposed. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, please contact Renee Gledhill- Earley, environmental review coordinator, at 919 -807 -6579. In all future communication concerning this project, please cite the above - referenced tracking number. Sincerely, �Ramona M. Bartos Location: 109 Fast]ooes Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699 -4617 Telephone /Fax: (9'19) 807 - 6570/807 -6599 w� ! North Carolina Department of Environment and Natural Resources Office of Conservation, Planning, and Community Affairs Beverly Eaves Perdue Linda Pearsall Governor Director April 23, 2012 Ms. Crystal Fox S &ME, Inc. 9751 Southern Pine Boulevard Charlotte, NC 28273 -5560 Subject: PNG Carlson Dairy Road Maintenance Project; Greensboro, Guilford County S &ME Project No. 1357 -12 -002 Ph 01 Dear Ms. Fox: Dee Freeman Secretary The Natural Heritage Program has no record of rare species, significant natural communities, significant natural heritage areas, or conservation/managed areas at the project site nor within a mile of the project area, except for the location of the Lake Higgins Forest significant natural heritage area, located about 0.2 -mile to the southwest. This site is considered to be of County significance. However, the proposed project is not likely to impact the site. You may wish to check the Natural Heritage Program database website at www.ncnhp.org for a listing of rare plants and animals and significant natural communities in the county and on the quad map. Our Program also has a new website that allows users to obtain information on element occurrences and significant natural heritage areas within two miles of a given location: <http: / /nhpweb.enr.state.nc.us /public /virh.ral_workroom.phtml >. The user name is "guest" and the password is your e -mail address (see instructions on log -in screen). You may want to click "Help" for more information. Please do not hesitate to contact me at 919 - 707 -8603 if you have questions or need firrther information. Sincerely, Harry E. LeGrand, Jr., Zoologist Natural Heritage Program Mailing address: 1601 Mail Service Center, Raleigh, North Carolina 27699 -1601 Location: 217 W. Jones Street, Raleigh NC 27604 Phone: 919 - 707 -8600 Webpage: www.oneNCNaturally.org An Equal Opportunity 1 Affirmative Action Employer O t ar®lina Naturallff Natural Resources Planning and Conservation RE Carlson Dairy Road Maintenance.txt From: Crystal Fox sent: Thursday, March 29, 2012 3:27 PM To: 'Matthew Williams' Cc: Joey Lawler subject: RE: Carlson Dairy Road Maintenance 10 -4 - I will let the client know. Thanks, Crystal From: Matthew Williams [mailto:mwillia5 @co.guilford.nc.us] sent: Thursday, March 29, 2012 3:25 PM To: Crystal Fox subject: RE: Carlson Dairy Road Maintenance Crystal, so long as stream disturbance is entirely located with the existing gas easement then the county will not enforce buffer regulations. I do not see a recorded easement located on the property. Please make sure to obtain any required 401/404 permits for any regulated streams. This office would like to be copied on any proposed plan. Matt Williams, PE county of Guilford Planning & Development Department 400 W. Market street P.O. Box 3427 Greensboro,NC 27402 Direct:336- 641 -5565 Fax:336- 641 -6988 From: Crystal Fox [mailto:CFox @smeinc.com] sent: Wednesday, March 28, 2012 10:17 AM To: Matthew Williams Cc: Joey Lawler subject: Carlson Dairy Road Maintenance Hey Matt, Per our conversation on Monday - please find attached an aerial demarcating the approximate location of the stream culvert area I discussed with you. At this point, I am not sure exactly how the client plans to proceed (with attempting to correct the ponded area) however, I believe the tentative plan is to pipe the Page 1 RE Carlson Dairy Road Maintenance.txt stream through the existing Row and fill the wetland that has resulted from regular maintenance of the Right of way (Row). Based on our conversation, the client is exempt from the buffer requirements because all work will be conducted within the current Row and will not constitute a change in use. Also, per our conversation, you asked that I determine if a drainage easement is present on the property. I am unsure what this is and who would hold the easement, but to that end I have researched on the Guilford County GIs to see if I could find it there. I was only able to find the attached property information and it does not reference drainage easements. Can you please provide clarification on where to find this information and what the significance will be if one is present? I appreciate your help with this and if there is additional information I can provide - please let me know. Thanks, Crystal Crystal Fox Natural Resources staff Professional ENGINEERING INTEGRITY. S &ME, Inc. 9711 southern Pine Boulevard Charlotte NC 28273 Map Ph: 704 - 523 -4726 Fax: 704 - 525 -3953 Mobile: 704.302.7890 cfox @smeinc.com www.smeinc.com This electronic message is subject to the terms of use set forth at www.smeinc.com /email. If you received this message in error please advise the sender by reply and delete this electronic message and any attachments. Please consider the environment before printing this email. E -mail correspondence to and from this address may be subject to the Page 2 RE Carlson Dairy Road Maintenance.txt North Carolina Public Records Law and may be disclosed to third parties by an authorized county official. If you have received this communication in error , please do not distribute it. Please notify the sender by E -mail at the address shown and delete the original message. Page 3 Appendix VI RESTORATION PLAN PNG Carlson Dairy Road Maintenance Project Greensboro, North Carolina S &ME Project No. 1357 -12 -002, Phase 01 The proposed project has been designed to avoid and minimize jurisdictional impacts where practicable. As part of mitigation for unavoidable impacts, the following plan shall be implemented to restore temporarily- affected wetlands. This plan entails restoration of temporarily- disturbed areas to their original contours and conditions to the degree practicable upon project completion. Further, permanently disturbed wetland areas will be stabilized with a native vegetative cover. The measures outlined below will be specified in the contract documents prepared for construction of the proposed project. Proposed restoration activities will include the re- vegetation of all disturbed areas with the native seed mix identified in Table 1 below. Table 1: Riparian Seed Mix* Species Common Name Percentage of Mix Elymus virginicus Virginia wild rye 15 Panicum virgatum Switchgrass 15 Agrostis stolinifera Creeping bentgrass 10 Rudbeckia hirta, NC ecotype Black -eyed Susan 10 Coreopsis lanceolate Lance leaf tickseed 10 Panicum clandestinum Deer tongue 10 Andropogon gerardii Big bluestem 05 Juncus effusus Soft rush 05 Echinochloa muricata Awned barnyard grass 05 Schizachyrium scoparium Little bluestem 05 Sorghastrum nutans Indian grass 05 Tripsacum dactyloides Gamma 05 100 Riparian Seed Mix to be applied to all disturbed areas, extending five feet landward following construction. Recommended application rate: 20 -25 lbs. per acre Restoration Plan Prepared By: S &ME, Inc. 9711 Southern Pine Blvd. Charlotte, N.C. 28273 704.523.4726 Contact: Crystal Fox cfox o smeinc. com Restoration Plan PNG Carlson Dairy Road Maintenance Proiect Local Suppliers of native seed and plant material: Mellow Marsh Farm 1312 Woody Store Road Siler City, N.C. 27344 919.742.1200 919.742.1280 fax www.mellowmarshfarm.com Natives 550 East Westinghouse Boulevard Charlotte, N.C. 28273 688.527.1177 688.527.1133 plants(cr�,plantnative. net S &ME project No. 1357 -12 -002, Phase 01 June 12. 2012