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Home My WebLink About20160800 Ver 1_401 Application_2016081620 16080 Pre-Construction Notification and Request for Preliminary Jurisdictional Determination Proposed Raw Land-New Build Tower Site 4747 Grassy Creek Road, Denver, North Carolina S&ME Project No. 4335-16-026B PH 002 � DIG D S&ME R � yc Prepared for: Verizon Wireless 8921 Research Drive Charlotte, North Carolina 28262 Prepared by: S&ME, Inc. 9751 Southern Pine Boulevard Charlotte, NC 28273 August 1, 2016 T Y f 1 1 I ,', � ® � r• ,,' T Y f 1 1 I • August 1, 2016 U.S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 Attention: Mr. William Elliott N.C. Division of Water Resources 401 and Buffer Permitting Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1650 Attention: Ms. Karen Higgins Reference: Pre -Construction Notification: NWP No. 39 / WQC No. 3890 Grassy Creek (EnSite #27764) Denver, Catawba County, North Carolina S&ME Project No. 4335-16-026B Phase 002 Dear Mr. Elliott and Ms. Higgins: On behalf of Cellco Partnership and its controlled affiliates doing business as Verizon Wireless, S&ME, Inc. (S&ME) is submitting this Pre -Construction Notification (PCN) for impacts to waters of the U.S. in accordance with Department of the Army Nationwide Permit (NWP) 39 (Commercial) and corresponding North Carolina Water Quality Certification (WQC) 3890 pursuant to the Division of Water Resources (DWR) along with supporting documentation for preliminary jurisdictional determination of the on-site jurisdictional boundaries, located in Denver, Catawba County, North Carolina. This project will involve the construction of a new 120 feet monopole cellular communication tower. The project site (Site) is located at 4747 Grassy Creek Road and the proposed ground lease area comprises 10,000 square feet (0.23 -acre). The proposed cell tower will be located in the central portion of an approximately 68 -acre property, identified as Catawba County parcel no. 369601257238. The cell tower will consist of a 60'x 60' fenced compound within a 100'x 100' lease area, and will be accessed by a 12 - feet -wide gravel access road (±1,955' long) located directly off Grassy Creek Road. The project will involve construction of a new 4 -feet -high by 20 -feet -long by 10 -feet -wide box culvert within a jurisdictional perennial stream (Stream 1). Impacts proposed include 20 linear feet of permanent stream impact for new culvert placement and 58 linear feet temporary impact for construction equipment disturbance and placement of temporary sediment and erosion control measures. There are also 15 linear feet of temporary stream impact associated with grading and existing culvert upgrades on an intermittent stream (Stream 2) that drains an adjacent pond. S&ME, Inc 19751 Southern Pine Boulevard I Charlotte, NC 28273 1 p 704 523.4726 1 f 704 525 3953 1 www smeinc corn Pre -Construction Notification: NWP No. 39 --4747 Grassy Creek Road (EnSite #27764) S&ME Denver, Catawba County, North Carolina S&ME Project No. 4335-16-0266 Phase 002 The location of the project area is depicted on the Site Vicinity map / 1993 Denver (N.C.) U.S. Geological Survey (USGS) Topographic Map (Figure 1), Database Review Map (Figure 2), the 2014 aerial photograph / Site Map (Figure 3), and Jurisdictional Features Map (Figure 4). In support of this application, please find enclosed the following: • Figures: Site Vicinity, USGS Topographic Map (Figure 1); Database Review Map (Figure 2); a 2014 aerial photograph / Site Map (Figure 3); Jurisdictional Features Map (Figure 4); and Proposed Jurisdictional Impacts (Figure 5); ♦ Appendix I: Pre -Construction Notification (PCN); • Appendix II: Site Photographs; • Appendix III: Engineering Plans; • Appendix IV: Preliminary Jurisdictional Determination Request Form; ♦ Appendix V: Wetland Determination Data Form / DWQ Stream Identification Form; and • Appendix VL Agency Responses ❖ Field Observations On February 12, 2016, Mr. Darrin Peine of S&ME visited the site to assess potential jurisdictional areas within the project area. No wetland features were observed. Three stream channels (two intermittent and one perennial) and one pond (open water impoundment) were observed. Stream and wetland assessments were conducted in accordance with DWR and U.S. Army Corps of Engineers (USACE) guidelines. Results of the assessment are depicted on Figure 4 and representative photographs of the project area are included in Appendix IL ❖ Proposed Project Impacts Construction of the culvert will result in approximately 20 linear feet of permanent impact and 58 linear feet temporary impact to Stream 1. Impacts associated with Stream 2 (intermittent) will involve 15 linear feet of temporary stream impact associated with grading and existing culvert upgrades. Work will be conducted in the dry through the use of cofferdams and pump-arounds. Graded channel banks will be replanted with native riparian woody species. Upland areas disturbed due to work will be reseeded. Typical construction equipment will be used, including backhoes and dump trucks. Protected Species S&ME's consideration of potential protected species habitat began with a review of existing records obtained from federal and state sources. The U.S. Fish & Wildlife Service (USFWS) list of federally - protected species was consulted for a listing of protected species documented within Catawba County, North Carolina. This review identified two plant species and two animal species. Listed fauna and flora and their federal status are identified in Table 1. August 1, 2016 2 E Pre -Construction Notification: NWP No. 39 4747 Grassy Creek Road (EnSite #27764) Denver, Catawba County, North Carolina S&ME Project No. 4335-16-026B Phase 002 Table 1: Federally -Protected Flora and Fauna Summary Based on the readily available information and a review of habitat conditions at the proposed project site, potential habitat for the federally -threatened northern long-eared bat; and the federally threatened dwarf -flowered heartleaf; is present within the project site, however, no individuals of these species were observed during the assessment. Habitat does not exist for the Schweinitz's sunflower. Habitat for the bald eagle may be in the area in association with Lake Norman, however, the site does not contain the habitat necessary to support the bald eagle. S&ME submitted a scoping letter to the USFWS on May 12, 2016 and concluded that the proposed site development may affect, but is not likely to adversely affect the northern long-eared bat, and will have no effect on the other protected species listed above. The USFWS responded with a letter dated June 7, 2016 and concurred with S&ME's determination. Though the project will result in the removal/loss of little suitable northern long-eared habitat, and the probability of bats using the project area is low, the USFWS letter recommends all tree felling occur before May 15 or after August 15 to further lessen the likelihood of the project adversely affecting the bat species. The project underwent a revision in June 2016 to the site plan involving an adjustment in the overall height to the proposed Grassy Creek tower site. The original tower height was 199 -foot, however, the change in height was made in order to comply with jurisdictional zoning limitations. The USFWS was notified of the change in the tower height and responded July 29, 2016 stating that the change does not change their earlier comments other than to lessen concerns about potential impacts to migratory birds. A copy of agency responses are included in Appendix VI. Cultural Resources A scoping letter was provided to the North Carolina State Historic Preservation Office (SHPO), requesting that they review their records regarding cultural, archaeological, or historical resources in or near the project area and to provide written comments regarding the interests of their agency. The SHPO August 1, 2016 Myotic septentrionalis Northern long-eared bat (vertebrate Threatened Current Yes animal) Haliaeetus leucocepholus Bald eagle (vertebrate animal) BGPA Current No Helianthus schweinitzii Schweinitz's Sunflower (vascular Endangered Current No plant) Hexastylis noniflora Dwarf -flowered Heartleaf (vascular Threatened Current Yes plant) Based on the readily available information and a review of habitat conditions at the proposed project site, potential habitat for the federally -threatened northern long-eared bat; and the federally threatened dwarf -flowered heartleaf; is present within the project site, however, no individuals of these species were observed during the assessment. Habitat does not exist for the Schweinitz's sunflower. Habitat for the bald eagle may be in the area in association with Lake Norman, however, the site does not contain the habitat necessary to support the bald eagle. S&ME submitted a scoping letter to the USFWS on May 12, 2016 and concluded that the proposed site development may affect, but is not likely to adversely affect the northern long-eared bat, and will have no effect on the other protected species listed above. The USFWS responded with a letter dated June 7, 2016 and concurred with S&ME's determination. Though the project will result in the removal/loss of little suitable northern long-eared habitat, and the probability of bats using the project area is low, the USFWS letter recommends all tree felling occur before May 15 or after August 15 to further lessen the likelihood of the project adversely affecting the bat species. The project underwent a revision in June 2016 to the site plan involving an adjustment in the overall height to the proposed Grassy Creek tower site. The original tower height was 199 -foot, however, the change in height was made in order to comply with jurisdictional zoning limitations. The USFWS was notified of the change in the tower height and responded July 29, 2016 stating that the change does not change their earlier comments other than to lessen concerns about potential impacts to migratory birds. A copy of agency responses are included in Appendix VI. Cultural Resources A scoping letter was provided to the North Carolina State Historic Preservation Office (SHPO), requesting that they review their records regarding cultural, archaeological, or historical resources in or near the project area and to provide written comments regarding the interests of their agency. The SHPO August 1, 2016 Pre -Construction Notification: NWP No. 39 #S&ME 4747 Grassy Creek Road (EnSite #27764) Denver, Catawba County, North Carolina S&ME Project No. 4335-16-026B Phase 002 responded on June 16, 2016 that the proposed communication tower will not affect historic properties in the area of potential effect. A copy of agency responses are included in Appendix VL ❖ Avoidance and Minimization Impacts have been avoided and minimized to the extent practicable and have been limited to the areas necessary to meet current design standards. To prevent sedimentation of downstream portions of the affected streams, construction will be conducted in the dry through the use of coffer dams and pump- arounds. Temporary erosion and sediment control measures placed in waters will be removed and the original grade restored upon completion of the project. Banks affected by maintenance work will be matted, re -seeded and restored to stable bank conditions. ❖ Additional Regulatory Considerations Sediment and erosion control Best Management Practices (BMPs) will be employed in order to comply with the appropriate turbidity water quality standards. These BMPs shall be consistent with specifications governing their proper design, installation, operation and maintenance, as 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 project is located within the Federal Emergency Management Agency (FEMA) designated flood zone, and complies with state and local floodplain management requirements. ❖ Mitigation Based on conversations with the USACE for similar projects, we anticipate that mitigation will not be required for this project due to minimal area of stream permanently impacted, and as appropriate avoidance and minimization procedures have been implemented during the design phase of the project, no further mitigation measures are proposed. •'• Closing By copy of this correspondence and completed PCN, we are requesting your written concurrence with authorization of this project under NWP 39. If you have questions or need additional information, please feel free to contact us at 704.523.4726 or dpeine@smeinc.com. Sincerely, S&ME, Inc. ,I) a-ARl_ Darrin M. Peine, QEP Kristy Smedley Project Manager Senior Natural Resources Professional August 1, 2016 4 I inch =2 miles j 1;_e �«+ TOWER / >, f r °✓ SITE - _ • s lb j C7 r v � •- � Proposed Tower Site: ' � jam' r � '• �,' \ -�\ • 1) 35°33'44.9"N . � .Kilt• - r 81'02' 33.1"W _ �� . 1 _ Ili IN, IL 77 ` ,'rte rf Y 0 `<2,000' /' 4,000.,E �- \ kSite Location ` REFERENCE: 1993 DENVER [NC] USGS 1:24,000 QUAD SHEET �1' n GIS DATA LAYERS WERE OBTAINED FROM USGS AND ESRI. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED AND ARE NOT ... Access Road BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.,�� SCALE: 1 „ = 2,000' USGS TOPOGRAPHIC FIGURE NO, DATE: 02-18-16 SITE VICINITY MAP DRAWN BY: DDH VERIZON GRASSY CREEK TOWER SITE 1 PROJECT NO: 4747 GRASSY CREEK ROAD 6� EnSite #27764 DENVER, CATAWBA COUNTY, NORTH CAROLINA '- Oki., < t jam, ; '�''"* ` • ., {w... �o ti . _; � ! . .:�� kt,''tom''■�. yl „� �ryi M •Aly ` 'Z ` 1 - - ' * �*'xM r Y y. TL .144 at z a a a .a4 oa lei ' '�!• off+*""rt 3� • 7* r' : ,^,. 'fit' u � � , r �?� � ' � •y��.,,�:�+ ter' "^� 3 v, � { .,�' �+ ,� ' �� :,„ " Proposed Tower Location w%:, Proposed Limits of Disturbance t z , •■-■•• Access Road or Jurisdictional Review Area Photo Location/ Direction + 0 200 aoo Existing Perennial Stream Banks ya - (IN FEET) , ' Existing Intermittent Stream Banks REFERENCE: 2014 AERIAL IMAGERY EXISting Culvert GIS DATALAYERS WERE OBTAINED FROM NC ONEMAP. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED AND ARE NOT BASED ON CIVIL SURVEY Existing Oen Water Features INFORMATION, UNLESS STATED OTHERWISE. g p SCALE: 1 „ = 200 , FIGURE NO. DATE: 07-29-16 SITE MAP DRAWN BY: DDH VERIZON GRASSY CREEK TOWER SITE 3 PROJECT NO: 4747 GRASSY CREEK ROAD L EnSite #27764 DENVER, CATAWBA COUNTY, NORTH CAROLINA ` • ,�♦ JURISDICTIONAL WATERS OF THE U.S. WITHIN 300 FEET OF THE TOWER SITE AND 50 FEET ^ A' OF THE ACCESS CORRIDOR WERE DETERMINED IN THE FIELD BY SBME BIOLOGISTS ON 2- I v O • O • - - 12-2015. FEATURE LOCATIONS WERE ESTIMATED USING GPS EQUIPMENT CAPABLE OF 'S U,� SUB -METER ACCURACY; THEY HAVE NOT BEEN SURVEYED BY A REGISTERED LAND ' - rt ♦ SURVEYOR NOR HAVE THEY BEEN VERIFIED BY THE USACE OR NCDWR. `rp ' r O, ..• .VOA. z O _ /�� ♦ 0 or °o f� _ STREAM 2 1. INTERMITTENT RPW t / It o ■ `*.STREAM 1 .+. _j'k o fo - PERENNIAL RPW At i'14 ti .. C" POND 1 M i \ r `•a F JURISDICTIONAL '• �.`r y.'4 ■ ti, ` OPEN WATER s# IMPOUNDMENTk •� - ` Yh k. o �` �', .Q UPLAND DATA POINT w `� r 1' r. • O N m STREAM 3 o + INTERMITTENT RPW Proposed Grading Proposed Tower Site Boundary Proposed Limits of Disturbance r"5jy s -r . r .. • Existing Access Road ..► �� ,rr~'? " Y' . •� > -> Stream Centerline s o so•* Iso}` '' ` Existing Perennial Stream Banks IN FEET +` !,, ' -- Existing Intermittent Stream Banks 0 REFERENCE: 2014 AERIAL IMAGERY Existing Culvert o GIS DATA LAYERS WERE OBTAINED FROM NC ONEMAP. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY, ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED AND ARE NOT BASED ON CIVIL SURVEYa INFORMATION, UNLESS STATED OTHERWISE. Existing Open Water Features N SCALE:1 „ _ 80' JU RISIDICTIONAL FIGURE NO. o 0 DATE: 07.29.16 FEATURES MAP DRAWN BY DDH VERIZON GRASSY CREEK TOWER SITE Q PROJECT NO: 4747 GRASSY CREEK ROAD T ° L EnSite #27764 DENVER, CATAWBA COUNTY, NORTH CAROLINA MZ-6ZIO suewoHa Rq pepold pxw sioedwi SO\NOd\HeeJO RssWO £00\LHd MZA V900\9L\9O£4\ O Appendices Appendix I - Pre -Construction Notification (PCN) OF WA tFgO� O111;1�T Office Use Only- Corps nlyCorps action ID no. DWQ project no Form Version 14 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: Section 404 Permit ❑ Section 10 Permit 1b Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? Q Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply). Q 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 Q No For the record only for Corps Permit: ❑ Yes Q 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 ❑x No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes Q No 2. Project Information 2a. Name of project: Grassy Creek Communication Tower 2b. County: Catawba Q 2c Nearest municipality / town: Denver 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. Elliott Forbes -Robinson & Lounette Forbes-Robinson�,>, 3b. Deed Book and Page No. DB 1617 PG 330 PB 25 PG 29 3c Responsible Party (for LLC if applicable): 3d Street address: 7118 Vinewood Road 3e. City, state, zip: Sherrills Ford NC 28673 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form — Version 14 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent Other, specify: Owner Representative 4b. Name: Mr. Janusz Makowski 4c. Business name (if applicable): Verizon Wireless 4d. Street address- 8921 Research Drive 4e. City, state, zip: Charlotte, NC, 28262 4f. Telephone no.: 704-510-8542 4g. Fax no.: 4h. Email address: janusz.makowski@verizonwireless.com S. Agent/Consultant Information (if applicable) 5a Name: Darrin Peine 5b. Business name (if applicable): S&ME, Inc. 5c Street address: 9751 Southern Pine Blvd 5d. City, state, zip. Charlotte NC 28273 5e Telephone no.: 704-523-4726 5f. Fax no: 5g. Email address: dpeine@smeinc.com Page 2 of 10 B. Project Information and Prior Project History 7. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1369601257238 1 b. Site coordinates (in decimal degrees): Latitude: 35.562392 Longitude: -81.042175 1 c. Property size: 68 acres 2. Surface Waters 2a Name of nearest body of water to proposed project: Mundy Creek 2b. Water Quality Classification of nearest receiving water: Class C 2c. River basin: 03050101 Upper Catawba 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 protect area consists primarily of scattered residential areas which include landscaped or maintained lawns, woodlands, roadway ROWS or lightly -developed areas. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 300 3d. Explain the purpose of the proposed project: This protect will involve the construction of a new 120 -foot, monopole cellular communication tower 3e Describe the overall project in detail, including the type of equipment to be used. The cell tower will consist of a 60'x 60' fenced compound within a 100'x 100' lease area, accessed by 12' gravel access road (±1,955' long) 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (includingall prior phases)in the past? ❑ Yes 0 No ❑ Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c If yes, who delineated the jurisdictional areas? Name (if known)- Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes x❑ No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ❑x No 6b. If yes, explain. Page 3 of 10 PCN Form —Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ❑ Wetlands ❑x 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. Wetland impact number Permanent (P) or Temporary 2b Type of impact 2c Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWO (401, other) 2f. Area of impact (acres) W1 - Choose one Choose one YesMo - W2 - Choose one Choose one Yes/No - W3 - Choose one Choose one YesJNo - W4 - Choose one Choose one Yes/No - W5 - Choose one Choose one Yes/No - W6 - Choose one Choose one Yes/No - 2g. Total Wetland Impacts: 2h. Comments: No wetland impacts are proposed 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. Stream Impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 P Culvert S1 PER Corps 12 20 S2 T Excavation S1 PER Corps 12 58 S3 T Excavation S2 INT Corps 3 15 S4 - Choose one S5 - Choose one S6 - Choose one - - 3h. Total stream and tributary impacts 93 3i. Comments: Page 4 of 10 PCN Form — Version 1.4 January 2009 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 indiv ually list all open water impacts below. 4a. Open water impact number Permanent (P) or Tem ora 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 - Choose one Choose 02 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: NO open water impacts are propose 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. 5e. Stream Impacts (feet) Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 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. Project is in which protected basin? ❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other 6b. Buffer Impact number – Permanent (P) or —Temporary 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet 131 - Yes/No B2 - Yea/No B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 61. Comments: N/A Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Impacts have been avoided and minimized to the extent practicable and have been limited to the areas necessary to meet current design standards 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques To prevent sedimentation of downstream waters, construction will be conducted in the dry Temporary erosion and sediment control measures placed in waters will be removed and the original grade restored upon completion of the project 2. Compensatory Miti ation 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 ❑ romen Payment to in -lieu fee ram y program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one Type- Choose one Quantity: Quantity: Quantity: 3c Comments: 4. Complete if Makina 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: Choose one 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: S. 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 6 of 10 PCN Form — Version 1.4 January 2009 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 x] 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 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ❑x 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 ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 2b. Does this project require a Stormwater Management Plan? ❑ Yes ❑x No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Project will not result in additional imperveous surface 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a. In which localgovernment's jurisdiction is thisproject? ❑ 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 El 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 ❑ Yes ❑ No attached? S. 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 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑x 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 Q 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 ❑ Yes Q No letter.) The Environmental Assessment document is being prepared under the Federal Comments Communications Commission (FCC) 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 x❑ No or Riparian Buffer Rules (15A NCAC 2B.0200)? 2b Is this an after -the -fact permit application? ❑Yes x❑ 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 x❑ 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. Page 9 of 10 PCN Form —Version 14 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yesx❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act x❑ Yes ❑ No impacts? 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? SBME completed a field reconnaissance of the project area on 2/12/2016. None of the listed species were observed. USFWS correspondence. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? El es ❑>< No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? http://ocean.floridamadne.org/efh_coral/imstviewer.htrn 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 Q 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? SHPO correspondence. B. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? Q Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: The proposed box culvert is designed based on the 25 Year and 100 Year storm events using the Rational Method 8c. What source(s) did you use to make the floodplain determination? Available FEMA mapping Q- 4teR r-0aAW• R04/af v� — f �jA Louvt 4ft6✓b e-5- 4bi h rch ��ir 08-01-2016 Applicant/Agent's Printed Name Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant Isprovided.) Page 10 of 10 AGENT AUTHORIZATION FORM Date: May 13, 2016 Pro'ect Information S&ME Project Name: Grassy Creek Tower Type of Project: Communication Location: Denver, NC 'rol)erty Owner/Representative Information Owner Name: Elliott Forbes -Robinson & Lounette Forbes -Robinson Mailing Address: 7118 Vinewood Road City, State, Zip Code: Sherrills Ford NC 28673 Telephone No. 704-483-3857 Contact: Elliott Forbes -Robinson ►gent Information Business Name: S&ME, Inc. Street Address: 9751 Southern Pine Boulevard City, State, Zip Code: Charlotte NC 28273 Telephone No. 704 523-4726 Contact: Darrin Peine S&ME is hereby authorized to submit information and conduct site visits with the U.S. Army Corps of Engineers and/or N.C. Division of Water Resources, as necessary to secure confirmation of a jurisdiction determination within the subject property identified above. p�QZ��tm 9�%►moi " �.(!�J'-�� Signature of Property Owner or Appointed Representative Appendix II - Site Photographs IGA fD 3 O O ca �1 7' N O O Q ^ YJ N N l< n m O O CD 1 cn M �Z W � 4 O (Dy'7. mr Q - a "i `� o l < Q N V1+ 7 O r , "• - CD 0 O_ T - CD f. X 70 a .r 3 `G y cn C? ` m }. m O c 3 O (D N r> ' mr lD "i l < Q N V1+ 7 O �� , "• - O_ T - CD f. 70 (O m 0 m r O O N 3 Z O G) • 1 N C1 cD N C71 N t0 � O o 2 N CO) O ;r lD Z O O �N V V Z m O N O O CA V O O 07 D 90 m Appendix III - Engineering Plans K: TLtYreleae D00_Verizon 2015 S1tea G Creek CAD CD Rev2-07-21-18 Gree Creek_CD-Rev2.d July 22. 2016 10:20 AN rre I 03 -no -n 13r-4-10xT m- O x 0� 0- m a x z m M v wmzcr"w*m'jxm-IwO _I Mr D.. m-OT3-1 L4 0 _ $ Z OZr-O0xMMm�z$=� Z 31 , zr_. 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S �` >H m ��=Z m O Qgv to F°n z //Q �'� ``` x o�mDm°n N O Z D o z Z Z x 3C x � _ ��11111111►�� n n o ; %� A� ` i z w c c ;(( m Qll 00 .� rnm ,�•' N ;••.y, °�,i' fig = z J m o�-4 M Z _ ,y . � �.r` : = x tH B Z � ^ � to � F � 0 o z � m � A -q _ < •— CO fTl N' C7 = m a v rn ��p� N "� g �' z � D D �Z't" cp D v�'• �_ O ..I o� D =4m. c C W otziozm3 z a r �r r < -vmsm I Y� �1/ 8 C g„Mo �m N D ��'�'9 ••' .. �'•• a me mom? gls�JpO�° 00 i r ��. S �` >H m ��=Z m O Qgv to F°n z //Q �'� ``` x o�mDm°n N O Z D Culvert Design Memorandum Verizon Wireless Grassy Creek Hydrology Assessment Catawba County, North Carolina June 20, 2016 PROJECT DESCRIPTION Verizon Wireless proposes to place a cell phone tower in southeastern Catawba County, North Carolina near Grassy Creek Road. The proposed tower will be accessed via private drive. The access will cross an existing stream. In order to allow stormwater runoff through the crossing, a standard NCDOT single 10' (W) x 4' (H) box culvert has been designed to adequately pass the 25 year storm event and maintain proper headwater control for the 100 year storm event. DRAINAGE AREA The area of the basin surrounding the Grassy Creek site was determined using contours extracted from a GIS shapefile of Catawba County's terrain. The boundaries of the basin were established by locating the surrounding high points which contribute to water runoff entering the Grassy Creek site. The area of the basin is approximately 586 acres in size. Land use within the basin is comprised of forest and residential homes. Residential homes account for approximately 169 acres of the total basin, while the remaining 417 acres are forest. These areas were established by assessing aerial photographs of the site and overlaying them with the boundary of the basin. Exhibit 1 shows an aerial map of the Drainage Area associated with the site delineating the Drainage Area RUNOFF COEFFICIENTS The runoff coefficient was found using a weighted average based on the established land uses within the basin Using a table of typical values, the runoff coefficient used for the areas comprised of residential homes was 0.3, and the runoff coefficient used for the areas comprised of forest was 0.1. The overall weighted runoff coefficient used for the basin was 0 16 Exhibit 1 shows an aerial map of the Drainage Area associated with showing the coverage types for the area. INTENSITY The intensity was found by utilizing the time of concentration and the desired average recurrence interval Utilizing the OF Curve relevant to the basin area, a time of concentration of 49 minutes and an average recurrence interval of 25 years, the intensity established for the site was 3.11 in/hour For a 100 year event, the intensity established for the site was 3.66 in/hour. �10 Roswell Street. Suite 210. Alpharetta. GA 30009 Kimley»)Horn Exhibit 2 shows the calculation for the Time of Concentration calculation associated with the Drainage Area. FLOW The proposed box culvert is designed based on the 25 Year and 100 Year Storm Events using the Rational Method. The proposed peak flow to the culvert is 287.36 cfs in the 25 Year Storm Event and 338.18 in the 100 Year Storm Event. See Exhibit 3 for the storm event calculations. CULVERT DESIGN Based on existing site grades and the length of the crossing, a 10' long concrete culvert will be placed at the crossing. The slope across the culvert will be 4.67% The culvert will have 45 degree wingwall flares The proposed design and flow was entered into Bentley@ CulvertMaster@ v 3.3 to route the storm event to determine the level of staging at the upstream side of the proposed culvert. Based on the routing, the 100 year storm event will stage to elevation of 779.45 at the inlet, well below the proposed drive. See Exhibit 4 for CulvertMaster@ output showing these design elements and results. Please contact me at (678) 533-3923 or justin.houston@kimley-horn.com should you have any questions or comments. Sincerely, Justin M. Houston, P.E. Associate 1 10 Roswell Street. Suite 210. Alpharetta, GA 30009 EXHIBIT 1 10 Roswell Street. Suite 210, Alpharetta, GA 30009 K:\ATL Wireless\000 Verizon\2015 Sites\Grassy Creek\Hydrology\2016-0610 Drain aqe Ex. dwq Layout Jun 20, 2016 7:41 am by: lustin.houston CT: VERIZON WIRELESS GRASSY CREEK ITLE: DRAINAGE AREA KimIey>>> Horn 10 ROSWELL STREET SUITE 210 ALPHARETTA, GEORGIA 30008 PHONE! (M) 61042BO l w.wiki coley -horn wm kc 0 / o r l m 1� 0 -- m o z l `N ' O �e Z i 0 D' o 00 J 1, D om �' a N m 0 0 CT: VERIZON WIRELESS GRASSY CREEK ITLE: DRAINAGE AREA KimIey>>> Horn 10 ROSWELL STREET SUITE 210 ALPHARETTA, GEORGIA 30008 PHONE! (M) 61042BO l w.wiki coley -horn wm EXHIBIT 2 Time of Concentration Verizon Grassy Creek Manning's 2-YR/24-HR Cross Sectional Area Wetted Hydraulic Average Cover Flow Length Slope Roughness rainfall Paved or of Flow Perimeter radius Velocity Travel Time DA Type of Flow Description (ft) (ft/ft) Coefficient, n (in) Unpaved (ft2) (ft) (ft) (ft/$) (min) Woods 1 Sheet Good 200 0 040 04 35 --- ---- 27.09 Shallow Woods Concentrated Good 2885 0 028 .--- ---- U -- -- — 3 6 13.36 Woods Channelized Good 5561 1 001 1 0 015 ---- ---- 12 10.94 1 1497 1 1057 9.77 Two year 24 Hour Rainfall event from NOAA data for the site. Time of Concentration, Tx (min) = 49 EXHIBIT 3 Runoff Coefficient "C' Single Family 0.3 Wooded 0.1 Weighted "C" 0.16 Rainfiall Intensity "I" 100 Year Event* 1 3.66 in/hr Drainage Area "A" Single Family 169 Acres Wooded 417 1 Acres Total 586 Acres Flow "Q" 100 Year Flow 338.18 cfs *Based on NOAA Data for the Site for 49 min TOC EXHIBIT 4 Culvert Calculator Report Worksheet -3 SONe Far. Meabn�er t3erilm Culled Wray "M cora Prapeoes At OMMe "N SEWOM ConplEtlMeW aterBel filet ON&M MN Ben. OulletOolOd"NOEV MOD R 779AS R 77910 R 779A5 R Ftew am DepONiew Otsamp TaMrMBr Elevation CutCl7YPe Ermanoecollb 1A4 33BJDO Ca 77230 R NIA MTe pe 45-wtng"Qares-oMet AreaFiZ 400 fi Grades FDS 5 Chart 13 M Qb6700 Upmeantracer[ Length 773.70 R 3000 s Da milrearntm Castrumed Slope 772.38 1t 0.1315657 fM 2 Y Q 83600 "pam Prate Prme Slope 1Vpe FAA Refire supercrum VeW* DOYn5hB3h S2 Slew 1598 R/5 Depth. Dartnatean North Dep C"M Depth Crecaa mope 211 7t 1.39 R 3m 4 OA03M m Section Section Shape Section mahm seallon Slee NurmerSealorrs tilt concrete 10 t 4 R 1 maruirwCoettioient Spat Rise 0.013 10.130 R 4.00 R Otaet Oordrel praperdes OtmetOO UMNEW Ke 779A5 7t 0.50 UpstrearnVeW*Mml Er*ane LOIS tb4 R am R "M cora Prapeoes M Control MW Eft 779.10 7t Flaw CM" NIA MTe pe 45-wtng"Qares-oMet AreaFiZ 400 fi K QA9700 FDS 5 Chart 13 M Qb6700 MOS 5 Scale 1 C QA3M 5qumn Farre 2 Y Q 83600 Appendix IV - Preliminary Jurisdictional Determination Request Form Jurisdictional Determination Request A. PARCEL INFORMATION Street Address: City, State: County: Directions: 4747 Grassy Creek Road Denver, North Carolina Catawba NC -16 Business north; right onto Grassy Creek Road and proceed 14 miles to 4747 Grassy Creek Road Parcel Index Number(s) (PIN): B. REQUESTOR INFORMATION Name: Mailing Address: Telephone Number: Electronic Mail Address': 369601257238 Daren Peine 9751 Southern Pine Blvd Charlotte NC 28273 704-523-4726 dpeine@smeinc corn Select one: ❑ I am the current property owner. ❑✓ I am an Authorized Agent or Environmental Consultant2 ❑ Interested Buyer or Under Contract to Purchase ❑ Other, please explain. C. PROPERTY OWNER INFORMATION Name: Elliott and Lounette Forbes -Robinson Mailing Address: 7118 Vmewood Road Shernlls Ford, NC 28673-8336 Telephone Number: 704-483-3857 Electronic Mail Address3: ❑✓ Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data) ' If available Z Must attach completed Agent Authorization Form 3 If available Version: December 2013 Page 3 0 Jurisdictional Determination Request D. PROPERTY OWNER CERTIFICATION' I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-site investigations and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. E1_ 4i07 P-vQ3cm .2.0244CO,✓ t4(AAt#t rVV6es-Qab,'17Xa4 Property Owner (please print) Date ' Property Owner Signature E. JURISDICTIONAL DETERMINATION TYPE Select One: RV I am requesting that the Corps provide a preliminary JD for the property identified herein. This request does include a delineation. I am requesting that the Corps provide a preliminary JD for the property identified herein. This request does NOT include a delineation. I am requesting that the Corps investigate the property/project area for the presence or absence of WoUS5 and provide an aaRnroved JD for the property identified herein. This request does NOT include a request for a verified delineation. F] I am requesting that the Corps delineate the boundaries of all WoUS on a property/project area and provide an approved JD (this may or may not include a survey plat). I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted by others) on a property/project area and provide an approved JD (may or may not include a survey plat). ° For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E. S Waters of the United States Version: December 2013 Page 4 Jurisdictional Determination Request F. ALL REQUESTS ❑— Map of Property or Project Area (attached). This Map must clearly depict the boundaries of the area of evaluation. ❑✓ Size of Property or Project Area 68.5 acres W- I verify that the property (or project) boundaries have recently been surveyed and marked by a licensed land surveyor OR are otherwise clearly marked or distinguishable. G. JD REQUESTS FROM CONSULTANTS OR AGENCIES (1) Preliminary JD Requests: ❑✓ Completed and signed Preliminary Jurisdictional Determination Form6. V Project Coordinates: 35.562392 Latitude "81.042175 Longitude Maps (no larger than 11x17) with Project Boundary Overlay: ❑— Large and small scale maps that depict, at minimum: streets, intersections, towns ❑✓ Aerial Photography of the project area ✓0 USGS Topographic Map R1 Soil Survey Map WOther Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps) 6 See Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008 Version: December 2013 Page 5 Jurisdictional Determination Request Delineation Information (when applicable): Wetlands: RV Wetland Data Sheets Tributaries: ❑ USACE Assessment Forms ❑l✓ Upland Data Sheets R Other Assessment Forms (when appropriate) ❑✓ Landscape Photos, if taken FField Sketch overlain on legible Map that includes: ■ All aquatic resources (for sites with multiple resources, label and identify) ■ Locations of wetland data points and/or tributary assessment reaches ■ Locations of photo stations ■ Approximate acreage/linear footage of aquatic resources (2) Approved JDs including Verification of a Delineation: ❑ Project Coordinates: Latitude Longitude Maps (no larger than 11x17) with Project Boundary Overlay: ❑ Large and small scale maps that depict, at minimum: streets, intersections, towns ❑ Aerial Photography of the project area ❑ USGS Topographic Map ❑ Soil Survey Map ❑ Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan, previous delineation maps) 1987 Manual Regional Supplements and Data forms can be found at: httq.//www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits/rep, suao asox Wetland and Stream Assessment Methodologies can be found at: httq://Portal.ncdenr.org/c/document library/get file?uuid=76f3c58b-dab8-4960-ba43-45b7faf06f4c&p,rouold=38364 and, htto://www saw. usace.a rmy mil/Portals/59/docs/rep,ulatory/oublicnotices/2013/NCSAM Draft User Manual 130318 odf 8 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type. Version: December 2013 Page 6 Jurisdictional Determination Request Delineation Information (when applicable): Wetlands: ❑ Wetland Data Sheets9 Tributaries: ❑ USACE Assessment Forms ❑ Upland Data Sheets ❑ Other Assessment Forms (when appropriate) ❑ Landscape Photos, if taken ❑ Field Sketch overlain on legible Map that includes: • All aquatic resources (for sites with multiple resources, label and identify) • Locations of wetland data points and/or tributary assessment reaches • Locations of photo stations • Approximate acreage/linear footage of aquatic resources Supporting Jurisdictional Information (for Approved JDs only) ❑ Approved Jurisdictional Determination Form(s) (also known as "Rapanos Form(s)") ❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s), adjacency, etc. to navigable waters. 9 Delineation information must include, at minimum, one wetland data sheet for each wetland/community type. Version: December 2013 Page 7 Jurisdictional Determination Request I. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT Prior to final production of a Plat, the Wilmington District recommends that the Land Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for review. Due to storage limitations of our administrative records, the Corps requires that all hard- copy submittals include at least one original Plat (to scale) that is no larp-er than 11"x17" (the use of match lines for larger tracts acceptable). Additional copies of a plat, including those larger than 11 "x 17", may also be submitted for Corps signature as needed. The Corps also accepts electronic submittals of plats, such as those transmitted as a Portable Document Format (PDF) file. Upon verification, the Corps can electronically sign these plats and return them via e-mail to the requestor. (1) PLATS SUBMITTED FOR APPROVAL ❑ Must be sealed and signed by a licensed professional land surveyor ❑ Must be to scale (all maps must include both a graphic scale and a verbal scale) Must be legible Must include a North Arrow, Scale(s), Title, Property Information ❑ Must include a legible WoUS Delineation Table of distances and bearings/metes and bounds/GPS coordinates of all surveyed delineation points 1-1 Must clearly depict surveyed property or project boundaries F] Must clearly identify the known surveyed point(s) used as reference (e.g. property corner, USGS monument) When wetlands are depicted: • Must include acreage (or square footage) of wetland polygons • Must identify each wetland polygon using an alphanumeric system Version: December 2013 Page 8 Jurisdictional Determination Request ❑ When tributaries are depicted: • Must include either a surveyed, approximate centerline of tributary with approximate width of tributary OR surveyed Ordinary High Water Marks (OHWM) of tributary • Must identify each tributary using an alphanumeric system • Must include linear footage of tributaries and calculated area (using approximate widths or surveyed OHWM) • Must include name of tributary (based on the most recent USGS topographic map) or, when no USGS name exists, identify as "unnamed tributary" F1all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to surveyed project/property boundaries Must include the location of wetland data points and/or tributary assessment reaches ❑ Must include, label accordingly, and depict acreage of all waters not currently subject to the requirements of the CWA (e.g. "isolated wetlands", "non - jurisdictional waters"). NOTE: An approved JD must be conducted in order to make an official Corps determination that a particular waterbody or wetland is not jurisdictional. Must include and survey all existing conveyances (pipes, culverts, etc.) that transport WoUS Version: December 2013 Page 9 Jurisdictional Determination Request (2) CERTIFICATION LANGUAGE When the entire actual Jurisdictional Boundary is depicted: include the following Corps Certification language: "This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction of Section 404 of the Clean Water Act as determined by the undersigned on this date. Unless there is a change in the law or our published regulations, the determination of Section 404 jurisdiction maybe relied upon for a period not to exceed five (5) years from this date. The undersigned completed this determination utilizing the appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual." Regulatory Official: Title: Date: USA CE Action ID No.: ❑ When uplands may be present within a depicted Jurisdictional Boundary: include the following Corps Certification language: "This certifies that this copy of this plat identifies all areas of waters of the United States regulated pursuant to Section 404 of the Clean Water Act as determined by the undersigned on this date. Unless there is change in the law or our published regulations, this determination of Section 404 jurisdiction may be relied upon for a period not to exceed five years from this date. The undersigned completed this determination utilizing the appropriate Regional Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual." Regulatory Official: Title: Date: USACE Action ID No.: Version: December 2013 Page 10 Jurisdictional Determination Request (3) GPS SURVEYS For Surveys prepared using a Global Positioning System (GPS), the Survey must include all of the above, as well as: abe at sub -meter accuracy at each survey point. ❑l include an accuracy verification: One or more known points (property corner, monument) shall be located with the GPS and cross-referenced with the existing traditional property survey (metes and bounds). include a brief description of the GPS equipment utilized. Version: December 2013 Page 11 ATTACHMENT A PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Darrin Peine SBME, Inc 9751 Southern Pine Blvd 28273 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: 4747 Grassy Creek Road Catawba County, NC / Communication Tower (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County/parish/borough: Catawba City: Denver Center coordinates of site (lat/long in degree decimal format): Lat. 35 562392 °N; Long. -81042175 Universal Transverse Mercator: Name of nearest waterbody: Mundy creek °W. Identify (estimate) amount of waters in the review area: Non -wetland waters: linear feet: 300 (tabs) width (ft) and/or 2 0 (pond) acres. Cowardin Class: Stream Flow: Intermittent and perennial Wetlands: NSA acres. Cowardin Class: Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: Non -Tidal: E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL APPLY): ❑ Office (Desk) Determination. Date: ❑✓ Field Determination. Date(s): 2/12/2015 THAT SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, where checked and requested, appropriately reference sources below): ❑v Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: SBMENenzon ❑✓ Data sheets prepared/submitted by or on behalf of the appl' nt/consultant. Office concurs with data sheets/delineation report. Office does not concur with data sheets/delineation report. ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic Atlas: ❑ USGS NHD data ❑ USGS 8 and 12 digit HUC maps ❑✓ U.S. Geological Survey map(s). Cite scale & quad name: Denver 124,000 ❑✓ USDA Natural Resources Conservation Service Soil Survey. Citation: web Soil Survey R] National wetlands inventory map(s). Cite name: US Fish and Wildlife NW ❑ State/Local wetland inventory map(s):_ ❑✓ FEMA/FIRM maps: 3710359500J, Sept 5, 2007 C 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) ❑✓ Photographs: ❑✓ Aerial (Name & Date): 2014 ❑✓ Other (Name & Date): Site Photographs, 2/12/2015 ❑ Previous determination(s). File no. and date of response letter: ❑ Other information (please specify): or 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre -construction notification" (PCN), or requests verification for a non -reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. 3 This preliminary JD finds that there "may be" waters of the United States on the subject project site, and identifies all aquatic features on the site that could be affected by the proposed activity, based on the following information: IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later jurisdictional determinations. Signature and date of Regulatory Project Manager (REQUIRED) 4 Digitally signed by Damn Peine Darrin PeineyM CN=Darnn Peineemail= domnpeineggmail com C = US Date 2016 05 18 09 36 13 -05'00' Signature and date of person requesting preliminary JD (REQUIRED, unless obtaining the signature is impracticable) Parcel Report - Catawba County NC Parcel Information: Parcel ID: 369601257238 Parcel Address: 4747 GRASSY CREEK RD City: DENVER, 28037 LRK(REID): 16968 Deed Book/Page: 1617/0330 Subdivision: Lots/Block: / Last Sale: $105,500 on 1989-06-01 Plat Book/Page: 25/95 Legal: PL 25-95 Calculated Acreage: 68.580 Tax Map: 016 X 04015 Township: MOUNTAIN CREEK State Road #: 1853 Tax/Value Information: Tax Rates(pdf) City Tax District: All in County County Fire District: SHERRILLS FORD Building(s) Value: $42,300 Land Value: $267,500 Assessed Total Value: $309,800 Year Built/Remodeled: / Current Tax Bill Miscellaneous: Building Permits for this parcel. Building Details WaterShed: WS -IV Protected Area Voter Precinct: P41 Parcel Report Data Descriptions List all Owners Deed History Report Owner Information: Owner: FORBES-ROBINSON ELLIOTT Owner2: FORBES-ROBINSON LOUNETTE Address: 7118 VINEWOOD RD Address2: City: SHERRILLS FORD State/Zip: NC 28673-8336 School Information: School District: COUNTY Elementary School: BALLS CREEK Middle School: MILL CREEK High School: BANDYS School Map Zoning Information: Zoning District: COUNTY Zoning1: R-40 Zoning2: Zoning3: Zoning Overlay: WP-O,FPM-O Small Area: SHERRILLS FORD Split Zoning Districts: / Zoning Agency Phone Numbers Firm Panel Date: 2007-09-05 Firm Panel #: 3710369600J 2010 Census Block: 4051 2010 Census Tract: 011504 Agricultural District: Proximity Assessment Report This map/report product was prepared from the Catawba County, NC Geospatial Information Services Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user The County of Catawba, its employees, agents, and personnel, disclaim, and shall not be held liable for any and all damages, loss or liability, whether direct, indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity U 1016, Catawba County Government, North Carolina. All rights reserved. Fy�F";'t C S N r w 'diff «�#�r • s�F it ' cD • �-fir ' y� r �' � �'� � '�' ,a � � G) N 1 � 0 CD CD ¢sng D i �.� n m -n 3�3 h'•YS ''<'m T1 ❑ a c -na" y ° B�Tn$ R_ �„ z 0 m Cs f � =IN y nfR t, 112 .w a Mo rtti� "jamLn R v r z T33JVC p m gig Nva .� c �. mrnS L- m ^ IT 3 jto'3 W o � o ., a Appendix V - Wetland Determination Data Form WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Project/site Grassy Creek Tower Site City/County. Denver/Catawba Applicant/Owner Verizon Wireless State NC Investigator(s) D. Peine, M. Bloom Section, Township, Range Landform (hdislope, terrace, etc), Flood plain Local relief (concave, convex, noney concave Sampling Date* 02/12/16 _ Sampling Point. DP1 Slope (%) 0-2% Subregion (LRR or MLRA)• P, 136 Lat 35.5602 Long* -81.0412 Datum NAD83 Sod Map Unit Name chewacla loam, 0 to 2 percent slopes NWI classification Are climatic / hydrolo is conditions on the site typi ✓ his time of year? Yes No (If no, explain in Remarks) Are Vegetation Sod 0, or Hydrologysignificantly disturbed?=Are "Normal Circumstances" present? Yes= No = Are Vegetation = Sod or HydrologyR 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 Sod Present? Yes= No= within a Wetland? Yes No Wetland Hydrology Present? Yes= No= Remarks. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two regwred) [::Jurface Soil Cracks (136) =]Sparsely Vegetated Concave Surface (138) Primary Indicators (minimum of one is required, check all that apply) =Surface Water (Al) True Aquatic Plants (1314) =High Water Table (A2) =Hydrogen Sulfide Odor (Cl) E=]Drainage Patterns (1310) =Saturation (A3) =Oxidized Rhizospheres on Living Roots (C3) =Moss Trim Lines (1316) =Water Marks (131) =Presence of Reduced Iron (C4) =Dry -Season Water Table (C2) =Sediment Deposits (132) =Recent Iron Reduction in Tilled Sods (C6) =Crayfish Burrows (C8) =Drift Deposits (63) =Thin Muck Surface (C7) =Saturation Visible on Aerial Imagery (C9) =Algal Mat or Crust (134) =Other (Explain in Remarks) =Stunted or Stressed Plants (D1) =Iron Deposits (65)_✓ Geomorphic Position (D2) =Inundation Visible on Aerial Imagery (67) =Shallow Aquitard (133) =Water -Stained Leaves (139) =Microtopographic Relief (D4) =Aquatic Fauna (613) =FAC -Neutral Test (D5) Field Observations: Surface Water Present? Yes= No= Depth (inches): Water Table Present? Yes= No= Depth (inches) Saturation Present? Yes= No= Depth (inches) Wetland Hydrology Present? Yes = No E includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available. Remarks US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Five Strata) — Use scientific names of plants. Tree Stratum (Plot size 30 -ft ) 1 Liquidambar styraciflua Absolute Dominant Indicator % Cover Species? Status 30 Yes FAC 2. Acer rubrum 15 Yes FAC 3 Cornus florida 10 No FACU 4 Fagus grandifolia 5 No FACU 5. Percent of Dominant Species 6. 0.8 (A/B) Prevalence Index worksheet: 7. Total % Cover of Multiply by. 60 Sapling Stratum (Plot size. 15 -ft 1 Liquidambar styraciflua 20 2 Cornus florida 5 3 _ 4 _ 5 _ 6 _ 7 _ 25 Shrub Stratum (Plot size: 15 -ft 1 2 3 4 5 6. 7 Herb Stratum (Plot size 5 -ft ) 1 Smilax rotundifolia 5 2 4 5- 6 7- 8 9- 10 11 12 = Total Cover Yes FAC Yes FACU Sampling Point: DPA Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 4 (A) Total Number of Dominant Species Across All Strata. 5 (B) Percent of Dominant Species That Are OBL, FACW, or FAC 0.8 (A/B) Prevalence Index worksheet: Total % Cover of Multiply by. OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x4= UPL species x 5 = Column Totals (A) (B) Prevalence Index = B/A = Total Cover Hydrophytic Vegetation Indicators: = 01 - Rapid Test for Hydrophytic Vegetation Q✓ 2 - Dominance Test is >50% 03 - Prevalence Index is 53 0' Q4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) DProblematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric sod and wetland hydrology must be present, unless disturbed or problematic = Total Cover Definitions of Five Veaetation Strata: Yes FAC 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) 5 =Total Cover Woody Vine Stratum (Plot size 30 -ft ) 1 Toxicodendron radicans 2 No FAC 2. Parthenocissus quinquefolia 1 No FACU 3 4 5 3 = Total Cover photo numbers here or on a 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, and 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 Q US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 SOIL Sampling Point: DP -1 (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 Loc' Texture Remarks 0-5 10YR 4/4 100 SL 5-10 10YR 4/3 90 7.5YR 4/6 10 C PL SCL 10-15+ 10YR 5/4 90 7.5YR 5/6 10 C PL SCL Soil Indicators: UHistosol (Al) =Histic Epipedon (A2) =Black Histic (A3) =Hydrogen Sulfide (A4) =Stratified Layers (A5) =2 cm Muck (A10) (LRR N) =Depleted Below Dark Surface (A11) =Thick Dark Surface (Al2) =Sandy Mucky Mineral (S1) (LRR N, MLRA 147, 148) =Sandy Gleyed Matrix (S4) =Sandy Redox (S5) =Stripped Matrix (S6) Restrictive Laver (if observed): Type Depth (inches) Remarks =Dark Surface (S7) =Polyvalue Below Surface (S8) (MLRA 147, 148) =Thin Dark Surface (S9) (MLRA 147, 148) =Loamy Gleyed Matrix (F2) =Depleted Matrix (F3) =Redox Dark Surface (F6) =Depleted Dark Surface (F7) =Redox Depressions (F8) =Iron -Manganese Masses (F12) (LRR N, MLRA 136) =Umbnc Surface (F13) (MLRA 136, 122) =Piedmont Floodplain Sods (F19) (MLRA 148) =Red Parent Material (F21) (MLRA 127, 147) Indicators for Problematic Hydric So =2 cm Muck (A10) (MLRA 147) =Coast Prairie Redox (A16) (MLRA 147, 148) =Piedmont Floodplain Sods (F19) (MLRA 136, 147) =Very Shallow Dark Surface (TF12) =Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic Hydric Soil Present? Yes= No 0 US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 NC Division of Water Quality -Methodology for Identification of Intermittent and Perennial Streams and Their Origins v. 4.11 NC DWQ Stream Identification Form Version 4.11 Date:2/12/2016 Project/Site: Grassy Creek/S2 Latitude: 35.560754° evaluator: D. Peine, M. Bloom County: Catawba Longitude: -81.0413500 Total Points: Stream is at least intermittent 19.5 Stream Determination (circle one) Intermittent Other e.g. Quad Name: if a 19 or perennial if z 30' 2. Sinuosity of channel along thalweg 00 A. Geomorphology Subtotal = tt Absent Weak Moderate Strong 1 B Continuity of channel bed and bank 0 1 2• 3 2. Sinuosity of channel along thalweg 00 1 • 20 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool se uence 0 O 1 E) 20 3 Q 4. Particle size of stream substrate 0 1 E5 2 0 3 5. Active/relict floodplain 00 1 2 • 3 6. Depositional bars or benches 00 1 • 2 3 7. Recent alluvial deposits 0 • 1 0 2 3 8. Headcuts 00 1 Q 2 . 3 9. Grade control 00 0. • 10 1.5 10. Natural valley 00 0. • 10 1.50 11. Second or greater order channel No = 0 • Yes = 3 "artificial ditches are not rated; see discussions in manual B. Hvdroloqv (Subtotal = 45 12. Presence of Baseflow 00 10 2•© 30 13. Iron oxidizing bacteria 00 1 • 2 3 14. Leaf litter 1. 1 • 0 0 15. Sediment on plants or debris 0 • 0.50 10 1.5 16. Organic debris lines or piles 00 0 5 • 1 1.5 17. Sod -based evidence of high water table? 1 5 No = 0 0 Yes = 3 0.5 1 C. Biology (Subtotal = 18 Fibrous roots in streambed 3 2 M 1 0 19 Rooted upland plants in streambed 3 2 • 1 0 20. Macrobenthos (note diversity and abundance) 0 • 1 2 3 21 Aquatic Mollusks 0 • 10 2 3 8 22 Fish 0 • 0.5 10 1 5 23. Crayfish 0 • 0.5 1 1 1 5 24 Amphibians 0 • 0.50 1 1 1 5 25. Algae 0 • 0.5 1 Q 1.5 26. Wetland plants in streambed FACW = 0.7500BL = 1.5pOther = 00 'perennial streams may also be identified using other methods See p 35 of manual. Notes: Sketch: 41 NC Division of Water Quality -Methodology for Identification of Intermittent and Perennial Streams and Their Oriains v. 4.11 NC DWQ Stream Identification Form Version 4.11 Date: 2/12/2016 Project/Site: Grassy Creek/S3 Latitude: 35.5600360 Evaluator: D. Peine, M. Bloom County: Catawba Longitude: -$1.0413250 Total Points: Stream is at least intermittent 24.5 Stream Determination (circle one) Intermittent Other e.g. Quad Name: if z 19 or Perennial if 2 30' 2 Sinuosity of channel along thalweg 00 A. Geomorphology ( Subtotal = 16 J Absent Weak Moderate Strong 18 Continuity of channel bed and bank 0 777TO 2 3 • 2 Sinuosity of channel along thalweg 00 1 2• 3 3. In -channel structure: ex riffle -pool, step -pool, ripple -pool se uence 00 10 2 (D 3 C) 4. Particle size of stream substrate 0 10 2 • 3 5. Active/relict floodplain 08 1 2 • 3 6. Depositional bars or benches 0 1 2 • 3 7. Recent alluvial deposits 0 • 1 20 3 8. Headcuts 1 2 • 3 9. Grade control LAO 0. • 1 1.5 10. Natural valley 0. • 10 1.5() 11. Second or greater order channel I No = 0 • Yes = 3 artificial ditches are not rated, see discussions in manual B. Hydrology (Subtotal = 45 12. Presence of Baseflow 0 () 10 2•© 30 13 Iron oxidizing bacteria 00 1 • 20 3 14. Leaf litter 1.50 1 • 0. 0 15. Sediment on plants or debris 0 • 0.5 1 1.5 16. Organic debris lines or piles 00 0.5 9 1 1.5 17. Sod -based evidence of high water table? 23. Crayfish 0 • No = 0 G Yes = 3 1.5 C. Bioloqy (Subtotal = 18 Fibrous roots in streambed 3 2 •) 1 0 19. Rooted upland plants in streambed 3 2 @ 1 0 20. Macrobenthos (note diversity and abundance) 0 • 1 2 3 21. Aquatic Mollusks 0 • 10 2 3 22. Fish 0 • 0.5 1 1.5 23. Crayfish 0 • 05 1 1.5 24. Amphibians 0 • 058 1 1.5 25. Algae 0 • 0 5 1 1 5 26. Wetland plants in streambed FACW = 0.75C)OBL = 1.500ther = 00 'perennial streams may also be identified using other methods See p 35 of manual Notes: Sketch: 41 USDA United States Department of Agriculture MRCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Catawba County, North Carolina Grassy Creek Tower Site February 23, 2016 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/portal/ nres/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (http:// offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface....................................................................................................................2 How Soil Surveys Are Made..................................................................................5 SoilMap..................................................................................................................7 SoilMap................................................................................................................8 Legend..................................................................................................................9 MapUnit Legend................................................................................................10 MapUnit Descriptions........................................................................................10 Catawba County, North Carolina....................................................................12 CaB—Cecil sandy loam, 2 to 6 percent slopes...........................................12 CaC—Cecil sandy loam, 6 to 10 percent slopes.........................................13 CaD—Cecil sandy loam, 10 to 15 percent slopes.......................................14 CeC2—Cecil clay loam, 6 to 10 percent slopes, moderately eroded .......... 15 ChA—Chewacla loam, 0 to 2 percent slopes, frequently flooded...............16 PeE—Pacolet soils, 10 to 25 percent slopes..............................................17 W—Water....................................................................................................18 References............................................................................................................19 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil -vegetation -landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil scientists classified and named the soils in the survey area, they compared the 5 Custom Soil Resource Report individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil - landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil -landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field -observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. 0 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. MAZZ •W V- 0 O_ O N U L Z) Q- 0 m w� Q) ry o a U U E O U M -V Z .TB M 1M Z .T8 I w o N V Cod'' a � R 8 o os z Q M.iYZ .T8 O OL a) O N a) •O O U o m c m `o c o g rn coo ry a D 7U� N U m 2 C6 LLm 7 O > O m m m m m r 5 C 8 m C C m° L P- ' W m' C �" my y E _ !c m c� N cE Z W c m m $ `�� ma �D c Q m a _ m E m CL amE vcm vm a° m .8 Z ,•• « m c ay mv mQ LL «m «m = m u) CD O L 2.8.6 L 0 Q N 'Q q� y Qy/ O « o C 0 E a V N W C j 0 m�o� Q Z°' l�9 m L m io V yCL a° a f VJ io D c m m CL Lo o p Q p O L ' 7 m C o m U« O W U C uj c m C d E Z_ c c o y y m � Z'o m E O pm c H a m E c c °>vcc m 9 ami Nm ac z a 3 �° �Q� a $ >, g' my 3 •g Q °_ d m m m d a$ Q E aoa� Z�' E (n c� m� U� m CM oNo' CL E mL « H CD CL -52 3 EQm oW v aTi W crs �m o Q° ovp a LD Emmo 2°'c c-1.c=vm a c °Z10 c c m u CL m °mmm E �cc�y Wm o Lo Q y� �Z E� m 3 C y m- w E ani m m d E 7aQ m `+ a�c� m Q T) m 8 L m 7 � �i mN m cl 0.- mEm L $ E c�?iU CL H« r%it/1 o t- C ICU m LL m U a G C m J m m CD ma v v o O O L Q r N m E c o m m v a ti n > 3 N : N p C :a) `U. Z QDaB�a iB0 m W L C 7 0� m m W J ac Q a ° g c o m m co c O a E O J a m O T m m L06 CL a a a $ o. S y ° o m m O c 3 Q 10 CL w $ m a a m LL >° 2 8 m m g m O m O O C O co co e m O m ymy m O L U U U' L C > m 0 � � r1 �_ y � � a a C tmn w > C v) m C m fn IL Custom Soil Resource Report Map Unit Legend Catawba County, North Carolina (NC035) Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI CaB Cecil sandy loam, 2 to 6 percent slopes 2.7 96% CaC Cecil sandy loam, 6 to 10 percent slopes 7.3 258% CaD Cecil sandy loam, 10 to 15 percent slopes 2.1 73% CeC2 Cecil clay loam, 6 to 10 percent slopes, moderately eroded 0.3 09% ChA Chewacla loam, 0 to 2 percent slopes, frequently flooded 69 24.3% PeE Pacolet soils, 10 to 25 percent slopes 88 312% W Water 0.2 0.8% Totals for Area of Interest 28.2 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been 10 Custom Soil Resource Report observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha - Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 11 Custom Soil Resource Report Catawba County, North Carolina CaB—Cecil sandy loam, 2 to 6 percent slopes Map Unit Setting National map unit symbol. 2mlx0 Elevation: 200 to 1,400 feet Mean annual precipitation: 37 to 60 inches Mean annual air temperature: 59 to 66 degrees F Frost -free period. 200 to 240 days Farmland classification: All areas are prime farmland Map Unit Composition Cecil and similar soils. 95 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Cecil Setting Landform: I nterfluves Landform, position (two-dimensional): Summit Landform position (three-dimensional): Interfluve Down-slope shape: Convex Across -slope shape: Convex Parent material. Saprolite derived from granite and gneiss and/or schist Typical profile Ap - 0 to 8 inches. sandy loam Bt - 8 to 42 inches. clay BC - 42 to 50 inches: clay loam C - 50 to 80 inches. loam Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Natural drainage class. Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding. None Frequency of ponding: None Available water storage in profile: Moderate (about 8.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: A Minor Components Pacolet, moderately eroded Percent of map unit. 5 percent Landform: Interfluves Landform position (two-dimensional): Summit 12 Custom Soil Resource Report Landform position (three-dimensional): Inter Tuve Down-slope shape: Convex Across -slope shape: Convex CaC—Cecil sandy loam, 6 to 10 percent slopes Map Unit Setting National map unit symbol. 2mix1 Elevation: 200 to 1,400 feet Mean annual precipitation: 37 to 60 inches Mean annual air temperature: 59 to 66 degrees F Frost -free period. 200 to 240 days Farmland classification: Farmland of statewide importance Map Unit Composition Cecil and similar soils: 95 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Cecil Setting Landtbrm: Interfluves Landform position (two-dimensional): Summit, shoulder Landform position (three-dimensional): Interfluve Down-slope shape: Convex Across -slope shape: Convex Parent material. Saprolite derived from granite and gneiss and/or schist Typical profile Ap - 0 to 8 inches. sandy loam Bt - 8 to 42 inches. clay BC - 42 to 50 inches: clay loam C - 50 to 80 inches: loam Properties and qualities Slope: 6 to 10 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding. None Frequency of ponding: None Available water storage in profile: Moderate (about 8.1 inches) Interpretive groups Land capability class cation (irrigated): None specified Land capability classification (nonirrigated): 3e Hydrologic Soil Group: A 13 Custom Soil Resource Report Minor Components Pacolet, moderately eroded Percent of map unit. 3 percent Landform: Hillslopes on ridges Landform position (two-dimensional): Backslope Landform position (three-dimensional): Side slope Down-slope shape: Linear Across,slope shape: Convex Spartanburg Percent of map unit. 2 percent Landform: Hillslopes on ridges Landform position (two-dimensional): Backslope Landform position (three-dimensional): Side slope Down,slope shape: Linear Across -slope shape: Convex CaD—Cecil sandy loam, 10 to 15 percent slopes Map Unit Setting National map unit symbol: 2mlx2 Elevation: 200 to 1,400 feet Mean annual precipitation: 37 to 60 inches Mean annual air temperature: 59 to 66 degrees F Frost -free period. 200 to 240 days Farmland classificadon: Farmland of statewide importance Map Unit Composition Cecil and similar soils: 80 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Cecil Setting Landform: I nterfl uves Landform position (two-dimensional): Summit, shoulder Landform position (three-dimensional): Interfluve Down-slope shape: Convex Across -slope shape: Convex Parent material. Saprolite derived from granite and gneiss and/or schist Typical profile Ap - 0 to 8 inches. sandy loam Bt - 8 to 42 inches. clay BC - 42 to 50 inches. clay loam C - 50 to 80 inches. sandy loam Properties and qualities Slope: 10 to 15 percent 14 Custom Soil Resource Report Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding. None Frequency of ponding: None Available water storage in profile: Moderate (about 8.1 inches) Interpretive groups Land capability class cation (irrigated): None specified Land capability class cation (nonirrigated): 3e Hydrologic Soil Group: A CeC2—Cecil clay loam, 6 to 10 percent slopes, moderately eroded Map Unit Setting National map unit symbol. 2mlxh Elevation: 200 to 1,400 feet Mean annual precipitation: 37 to 60 inches Mean annual air temperature: 59 to 66 degrees F Frost -free period. 200 to 240 days Farmland classification: Farmland of statewide importance Map Unit Composition Cecil, moderately eroded, and similar soils: 90 percent Minor components. 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Cecil, Moderately Eroded Setting Landform: I nterfluves Landform position (two-dimensional): Summit, shoulder Landform position (three-dimensional): Interfluve Down-slope shape: Convex Across -slope shape: Convex Parent material: Saprolite derived from granite and gneiss and/or schist Typical profile Ap - 0 to 8 inches., clay loam Bt - 8 to 48 inches. clay BC - 48 to 58 inches. clay loam C - 58 to 80 inches., sandy loam Properties and qualities Slope: 6 to 10 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class. Medium 15 Custom Soil Resource Report Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding. None Frequency of ponding: None Available water storage in profile: Moderate (about 8.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3e Hydrologic Soil Group: B Minor Components Lloyd, moderately eroded Percent of map unit: 7 percent Landform: Hillslopes on ridges Landform position (two-dimensional): Backslope Landform position (three-dimensional): Side slope Down-slope shape: Linear Across -slope shape: Convex Madison, moderately eroded Percent of map unit. 3 percent Landform: Hillslopes on ridges Landform position (two-dimensional): Backslope Landform position (three-dimensional): Side slope Down,slope shape: Linear Acrossslope shape: Convex ChA—Chewacla loam, 0 to 2 percent slopes, frequently flooded Map Unit Setting National map unit symbol. 2mlxv Elevation: 200 to 1,400 feet Mean annual precipitation: 37 to 60 inches Mean annual air temperature: 59 to 66 degrees F Frost -free period. 200 to 240 days Farmland class cation: Prime farmland if drained and either protected from flooding or not frequently flooded during the growing season Map Unit Composition Chewacla, frequently flooded, and similar soils. 85 percent Minor components: 8 percent Estimates are based on observations, descriptions, and transects of the mapunit Description of Chewacla, Frequently Flooded Setting Landform: Flood plains Down-slope shape: Concave 16 Custom Soil Resource Report Across,slope shape: Linear Parent material. Loamy alluvium derived from igneous and metamorphic rock Typical profile A - 0 to 4 inches: loam Bwl - 4 to 26 inches: silty clay loam Bw2 - 26 to 38 inches: loam Bw3 - 38 to 60 inches. clay loam C - 60 to 80 inches. loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat poorly drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 6 to 24 inches Frequency of flooding: Frequent Frequency of ponding: None Available water storage in profile: High (about 11.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: B/D Minor Components Wehadkee, undrained Percent of map unit. 5 percent Landform: Depressions on flood plains Down-slope shape: Concave Across -slope shape: Linear Riverview Percent of map unit. 3 percent Landform: Flood plains Down-slope shape: Linear Across -slope shape: Linear PeE—Pacolet soils, 10 to 25 percent slopes Map Unit Setting National map unit symbol. 2mm2r Elevation: 200 to 1,400 feet Mean annual precipitation: 37 to 60 inches Mean annual air temperature: 59 to 66 degrees F Frost -free period. 200 to 240 days Farmland classification: Not prime farmland 17 Custom Soil Resource Report Map Unit Composition Pacolet and similar soils: 85 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Pacolet Setting Landform: Hillslopes on ridges Landform position (two-dimensional): Backslope Landform position (three-dimensional): Side slope Down,slope shape: Linear Across -slope shape: Convex Parent material. Saprolite derived from granite and gneiss and/or schist Typical profile A - 0 to 3 inches: gravelly sandy loam E - 3 to 7 inches. gravelly sandy loam Bt - 7 to 25 inches: sandy clay C - 25 to 80 inches. sandy clay loam Properties and qualities Slope: 10 to 25 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Moderate (about 7.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classificalion (nonirrigated): 4e Hydrologic Soil Group: B W—Water Map Unit Composition Water. • 100 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Water Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 8w 18 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/nres/ detail/national/soils/?cid=nres142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http://www.nres.usda.gov/wps/portal/ nres/detail/national/soils/?cid=nres 142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http://www.nres.usda.gov/wps/ portal/nres/detail/national/soils/?cid=nres142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/ home/?cid=nres 142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 19 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430 -VI. http://www.nres.usda.gov/wps/portal/ nres/detail/soils/scientists/?cid=nres 142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www. nres. usda.gov/wps/porta I/nres/detail/national/soi Is/? cid=nres 142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nres.usda.gov/Internet/FSE_DOCUMENTS/nresl42p2_052290.pdf 20 Appendix VI — Agency Responses QpPSMgNT OF r~F o� zm United States Department of the Interior 9 N C � a FISH AND WILDLIFE SERVICE CH �_�gs� Asheville Field Office 160 Zilltcoa Street Asheville, North Carolina 28801 June 7, 2016 Mr. Darrin Peine Ms. Kristy Smedley S&ME. Inc. 9751 Southern Pine Blvd. Charlotte, NC 28273 Dear Mr. Peine and Ms. Smedley: We have reviewed your letter of May 12, 2016 (received via email on that same date), concerning the proposed construction of a communications tower at 4747 Grassy Creek Road, Denver, Catawba County, North Carolina [Site Name: EnSite #27764]. The following comments are provided in accordance with the National Environmental Policy Act (42 U.S.C.§ 4321 et seq.); Migratory Bird Treaty Act (16 U.S.C. 703, et seq.) and; section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act). Proposed Project. The proposed tower will be about 199 feet high (with appurtenances) and will be of a monopole design. The tower is anticipated to be an unlit structure. The tower will be constructed in a 0.23 acre compound in a wooded area. About 0.4 mile of new access road will be constructed in the wooded area and two stream crossings are proposed. Stream Crossings. Bridges or spanning structures should be used for all permanent roadway crossings of streams and associated wetlands. Structures should span the channel and the floodplain in order to minimize impacts to aquatic resources, allow for the movement of aquatic and terrestrial organisms, and eliminate the need to place fill in streams and floodplains. Bridges should be designed and constructed so that no piers or bents are placed in the stream, approaches and abutments do not constrict the stream channel, and the crossing is perpendicular to the stream. Spanning some or all of the floodplain allows the stream to access its floodplain and dissipate energy during high flows and also provides for terrestrial wildlife passage. When bank stabilization is necessary, we recommend that the use of riprap be minimized and that a riprap-free buffer zone be maintained under the bridge to allow for wildlife movement. If fill in the floodplain is necessary, floodplain culverts should be added through the fill to allow the stream access to the floodplain during high flows. If bridges are not possible and culverts are the only option (which will also require a permit from the U.S. Army Corps of Engineers), we suggest using bottomless culverts. Bottomless culverts preserve the natural stream substrate, create less disturbance during construction and provide a more natural post -construction channel. Culverts should be sufficiently sized to mimic natural stream functions and habitats located at the crossing site; allow for water depth, volume (flow), and velocity levels that will permit aquatic organism passage; and accommodate the movement of debris and bed material during bank -full events. Widening the stream channel must be avoided. In the event that a traditional culvert is the only option, the culvert design should provide for a minimum water depth in the structure during low-flow/dry periods. Sufficient water depth should be maintained in all flow regimes so as to accommodate both the upstream and downstream movement of aquatic species. Water depth inside the culvert must be adequate for fish to be completely immersed and all other aquatic life to move freely. The culvert should be designed and installed at the same slope as the stream grade to maintain an acceptable water velocity for aquatic life passage and for stream substrate characteristics to be retained within the culvert. Where feasible, we recommend the use of multiple barrels, in addition to the low -flow barrel, to accommodate flood flows. Floodplain barrels should be placed on or near stream bank -full or floodplain bench elevation and discharge onto floodplain benches. Where appropriate, install sills on the upstream end of floodplain barrels to restrict or divert the base stream flow to a single barrel. If the culvert is longer than 40 linear feet, alternating or notched baffles should be installed in a manner that mimics the existing stream pattern. This will enhance the passage of aquatic life by: (1) depositing and retaining sediment in the barrel, (2) maintaining channel depth and flow regimes, and (3) providing resting places for fish and other aquatic organisms. Measures to control sediment and erosion should be installed before any ground -disturbing activities occur. Grading and backfilling should be minimized, and existing native vegetation should be retained (if possible) to maintain riparian cover for fish and wildlife. Disturbed areas should be revegetated with native grass and tree species as soon as the project is completed. The proper planning, design, and installation of stream crossings provide year-round passage for aquatic organisms and preserve healthy streams. We recommend the following Web site for additional information regarding stream -crossing activities: http://www.stream fs fed.usTiishxinglpointers.html. Endangered and Threatened Species. Because the entire project is more than 50 miles from nearest known northern long-eared bat maternity site or hibernacula and there is suitable habitat in the surrounding area, the low probability/amount of "take" occurring as a result of this project is discountable and we believe this project is "not likely to adversely affect" this species. Though the project will result in the removal/loss of very little suitable northern long-eared bat habitat, and the probability of bats using the project area is very low, 2 we recommend all tree felling occur before May 15 (or after August 15) to further lessen the likelihood of the proposed project adversely affecting this species. Our concurrence with your "not likely to adversely affect" determination is not dependent on this action - the cutting moratorium is a measure that can be implemented to further reduce the probability of "take" of this species. Obligations under section 7 of the Endangered Species Act must be reconsidered if: (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered, (2) this action is subsequently modified in a manner that was not considered in this review, or (3) a new species is listed or critical habitat is determined that may be affected by the identified action. If you have any questions regarding this matter, please contact Mr. Allen Ratzlaff of our staff at 828/258-3939, Ext. 229. Please reference our log number 4-2-16-444 in any correspondence pertaining to this matter. Sincerely, - - original signed - - Janet Mizzi Field Supervisor o�PPSMENT OF United States Department of the Interior N 9 FISH AND WILDLIFE SERVICE �4gCH s 0a� Asheville Field Office 160 Zillicoa Street Asheville, North Carolina 28801 July 29, 2016 Mr. Damn Peine Ms. Kristy Smedley S&ME. Inc. 9751 Southern Pine Blvd. Charlotte, NC 28273 Dear Mr. Peine and Ms. Smedley: We have reviewed your letter of July 1, 2016 (received via email on that same date), concerning modifications to a proposed communications tower at 4747 Grassy Creek Road, Denver, Catawba County, North Carolina [Site Name: EnSite #27764]. We previously commented on this project in a letter to you dated June 7, 2016. The following comments are provided in accordance with the National Environmental Policy Act (42 U.S.C.§ 4321 et seq.); Migratory Bird Treaty Act (16 U.S.C. 703, et seq.) and; section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act). Your letter explains that the height of the tower will be reduced from 199 feet to 120 feet. This change does not change our comments other than to lessen are concerns about potential impacts to migratory birds. We continue to believe the project is "not likely to adversely affect" the northern long-eared bat and that your obligation under section 7 of the Endangered Species Act are fulfilled. Obligations under the Act must be reconsidered if. (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered, (2) this action is subsequently modified in a manner that was not considered in this review, or (3) a new species is listed or critical habitat is determined that may be affected by the identified action. If you have any questions regarding this matter, please contact Mr. Allen Ratzlaff of our staff at 828/258-3939, Ext. 229. Please reference our log number 4-2-16-444 in any correspondence pertaining to this matter. Sincerely, - - original signed - - Janet Mizzi Field Supervisor NORTH CAROLINA DEPARTMENT OF NATURAL AND CULTURAL RESOURCES Pat McCrory Bryan Gossage Susan Klutt: Governor Executive Director Secretary Clean Water Management Trust Fund May 12, 2016 Darrin Peine S&ME, Inc. 9751 Southern Pine Blvd. Charlotte, NC 28273 dpeine@smeinc.com RE: VZW Grassy Creek; EnSite #27764 Dear Darrin Peine: NCNHDE-1626 The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information about natural heritage resources from our database that have been compiled for the project referenced above. A query of the NCNHP database, based on the project area mapped with your request, indicates that there are no records for rare species, important natural communities, natural areas, or conservation/managed areas within the proposed project boundary, or within a one -mile radius of the project boundary. Please note that the results of this query should not be substituted for site-specific surveys where suitable habitat exists. Although there may be no documentation of natural heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have been surveyed. In the event that rare species are found within the project area, please contact the NCNHP so that we may update our records. Please also note that natural heritage element data are maintained for the purposes of conservation planning, project review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions. Information provided by the NCNHP database may not be published without prior written notification to the NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP data may also not be redistributed without permission. Thank you for your inquiry. If you have questions regarding the information provided in this letter or need additional assistance, please contact John Finnegan at iohn.finne9an _ncdcr.aov or 919.707.8630. Sincerely, NC Natural Heritage Program Page 1 of 2 Otowo 6 VI 0 'm0 N c O o a` CL to (o U r N N O 'p j N d m N cc El !M m rn m Q- 11- Otowo 6 VI 0 'm0 N c O o a` CL to (o U r N N O 'p j N d m N cc El !M m rn m Q- I. Applicant Information, Preparer/Company Address, Phone/Fax/E-mail- 11. Tower Information X Communications Tower Review Form Kimberly Nagle, SBME, Inc 134 Suber Road, Columbia, SC 29210 803-561-9024, 803-561-9177, knagle@smeinc.com For North Carolina HPO Use Only or 16. 0890 (Attach copy of USGS map or photocopy of quad on reverse, include 1 and 2 mile radius around site) Raw Land (New) Co -Location Applicant's Identifition # Grassy Creek - 27764 ca Address. 4747 Grassy Creek Road, Denver. NC 28037 Catawba County. Tower type and height. Monopole / 199 ft FCC Registration No _ Quad Name Denver III. Identification of Historic Properties List sites by site number and status: al Register t l'UA= Unassessed Study�ist, DOE = Determination of Eligibility, LD = Local Archaeology # of recorded sites in immediate area of tower: 31CT266•' - recommended not eligible 05A IV. Additional Information/Investigation Needed, Survey c ieaxet L & 6 3I t lQ 1,14" Testing of sites Recommended by/on _ (Office of State Archaeology) V. Recommendations/Final Determination Architecture # of recorded sites within 5 -mile radius. 3 CT0567, House, Not Assessed CTI 508, House, Not Assessed CT 1509, House, Not Assessed Photo Reconnaissance Balloon Test Recommended by/on _ (Survey & Planning Branch) Recommendations for additional work are shown above The proposed communication tower will affect hest is pr ernes in the area of po ntial effect P.emm • i6 • XL Renee Gledhill -Earley, Environmen al Revie ordinator Date cc. FCC .i February, 2001 MAY 2 3 2016 ` ' . �y. / / �... .. ` � `