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HomeMy WebLinkAboutSW3220102_Wetland Determination/Report_20220131WETLAND DETERMINATION REPORT a DOWNTOWN WAXHAW 301 GIVENS STREET WAXHAW, UNION COUNTY, NORTH CAROLINA ECS PROJECT NO. 49:15039 FOR ALFRED BENESCH & CO SEPTEMBER 24, 2021 ECS Southeast, LLP "Setting the Standard for Service" Geotechnical • Construction Matena€s • Environmental • Facilities September 24, 2021 Mr. Brian Cannella Alfred Benesch & Co 2359 Perimeter Pointe Parkway Suite 350 North Carolina, 28208 ECS Project No. 49:15039 Reference: Waters of the US Delineation Report, Downtown Waxhaw, 301 Givens Street, Waxhaw, Union County North Carolina Dear Mr. Cannella: ECS Southeast, LLP (ECS) is pleased submit this report of the Waters of the US services for the above -referenced site. ECS services were provided in general accordance with ECS Proposal No. 49:26314 authorized on August 26, 2021 and generally meet the requirements of the 1987 U.S. Army Corps of Engineers (USACE) Wetlands Delineation Manual, and on the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region, Version 2.0 dated April 2012. Based on our field reconnaissance, potentially jurisdictional Waters of the US (WOUS) are present onsite. If there are questions regarding this report, or a need for further information, please contact the undersigned. ECS Southeast, LLP Ron Johnson Senior Project Manager rgjohnson@ecslimited.com 704-995-3963 Brandon Fulton, LSS, PSC, PWS Environmental Principal bfulton@ecslimited.com 704-968-5704 1812 Center Park Drive, Suite D, Charlotte, North Carolina 28217 • T: 704-525-5152 • F: 704-357-0023 • ecslimited.com ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC • ECS Southeast, LLP • ECS Southwest, LLP ECS Capitol Services, PLLC -An Associate of the ECS Group of Companies ECSSoutheast, LLP TABLE OF CONTENTS PAGE 1.0 INTRODUCTION.............................................................. 1 2.0 METHODOLOGY............................................................. 1 2.1 Literature Review........................................................ 1 2.2 Methodology for Field Investigation ......................................... 1 2.3 Methodology for Delineating Streams ....................................... 2 3.0 FINDINGS................................................................... 2 3.1 Literature Review Summary ............................................... 2 3.2 Field Investigation Findings ................................................ 3 4.0 REGULATORY DISCUSSION.................................................... 3 5.0 WATERSHED CLASSIFICATION/BUFFER REQUIREMENTS ........................... 4 5.1 State Riparian Buffer Requirements ........................................ 4 5.2 Local Buffer Requirements ................................................ 4 5.3 Stormwater Requirements ................................................ 4 6.0 CONCLUSIONS............................................................... 5 ECS Project # 49:15039 ECSSoutheast, LLP TABLE OF APPENDICES Appendix I: Figures Appendix II: Photographic Log ECS Project # 49:15039 C Southeast, LLP 1.0 INTRODUCTION This report presents the findings of the wetland and stream delineation study conducted by ECS Southeast, LLP (ECS) for Alfred Benesch & Co at the Downtown Waxhaw located at the intersection of 301 Givens Street, Waxhaw, Union County, North Carolina (34.922971,-80.744832). According to the Union County GIS website, the site comprises Parcel No(s). 05115026 The site includes approximately 9.9-acres, as shown on the Site Location Map (Appendix I, Figure 1). The site currently consists of The site consists of moderately wooded land. Surrounding areas consists of single-family residences and wooded land. Based on the United States Geological Survey (USGS) Topographic Map, no tributaries are depicted on the site. The purpose of this study was to identify and delineate jurisdictional Waters of the U.S. (WOUS) within the project study area (PSA). Wetlands are defined by the United States Army Corps of Engineers (USACE) and the United States Environmental Protection Agency (EPA) as "those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and under normal circumstances, do support a prevalence of vegetation typically adapted for life in saturated soil conditions." In order for an area to be classified as wetland, hydrophytic vegetation, hydric soils, and wetland hydrology indicators must be present described in the 1987 "Corps of Engineers Wetlands Delineation Manual" and the Appropriate Regional Supplement. 2.0 Mt I HUUULU(3Y This WOUS delineation is based on ECS' professional judgment and application of the technical criteria presented in the 1987 USACE Wetlands Delineation Manual, and on the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region, Version 2.0 dated April 2012 . ECS completed the following tasks to identify and delineate potentially jurisdictional WOUS boundaries onsite: 2.1 Literature Review ECS wetland scientists reviewed the US Geological Survey (USGS) Topographic Map, US Department of Agriculture Natural Resource Conservation Service (USDA-NRCS) Soil Survey of Union County, the USDA NRCS 2015 National Hydric Soils List for Union County, the Federal Emergency Management Agency (FEMA) Floodplain Mapping Service, US Fish & Wildlife Service (USFWS) National Wetlands Inventory (NWI) Wetlands Mapper, and available aerial photographs to identify potentially jurisdictional Waters of the US (i.e., streams, wetlands, natural ponds, lakes), and available watershed information. 2.2 Methodology for Field Investigation Wetland boundaries were delineated using the routine onsite determination method described in the USACE Manual and Regional Supplement, in conjunction with the Piedmont 2016 Regional Wetland Plant List, and the USDA Soil Survey. ECS Project # 49:15039 Page 1 Southeast, LLP ECS performed onsite wetland delineations as described above. First, site hydrology was observed and the plant community within the data plot was characterized. The dominant plant species within each community were then identified, and it was determined whether or not hydrophytic (wetland) plants dominated the plant community. The USFWS has defined five wetland plant indicator categories including: • Obligate wetland (OBL) - has >99% probability of occurring in wetlands • Facultative wetland (FACW) - has 66% to 99% chance of occurring in wetlands • Facultative (FAC) - has 33% to 66% chance of occurring in wetlands • Facultative upland (FACU) - has 1 to 33% chance of occurring in wetlands • Upland (UPL) - has <1 % chance of occurring in wetlands • No Indicator (NI) - no wetland indicator for the specified species, considered UPL Plants identified as OBL, FACW, or FAC are considered wetland plants (or hydrophytes) by USACE. In areas determined to have hydrophytic vegetation and potential wetland hydrology, an approximately 16-24 inch hand auger soil boring or shovel test pit was completed to determine if hydric soils were present. The soil boring was also inspected to determine if indicators of wetland hydrology (inundation, soil saturation, etc.) were present. Once an area is determined to be a wetland, further testing was performed to locate the wetland/ upland (non -wetland) boundary. A second soil data point was completed in the upland area to document non -wetland conditions. Wetland boundaries were marked with consecutively numbered surveyor's ribbon flags. Data forms specified in the Regional Supplement were completed for each wetland and non -wetland soil data point location. The data forms recorded the vegetation, soils, and hydrology observations used in making the wetland determinations. 2.3 Methodology for Delineating Streams During the field investigation, ECS identified streams onsite that could be considered jurisdictional by state and federal regulatory agencies. ECS used field indicators such as flow, substrate composition, presence/absence of defined bed and banks, origin of hydrologic source, presence/absence of vegetation in the stream channel, and composition and relative abundance of resident benthic macroinvertebrates to classify onsite streams into three stream types: ephemeral, intermittent, and perennial. 3.0 FINDINGS 3.1 Literature Review Summary The following is a summary of the available desktop information that was reviewed as part of this WOTUS Delineation: • According to the USGS Topographic Map, Waxhaw, North Carolina Quadrangle dated 2019 (Figure 2), the PSA is situated at an approximate elevation of 750 feet above mean sea level (MSQ. ECS Project # 49:15039 Page 2 Southeast, LLP According to the NRCS Union County Soil Survey, (Figure 3), soils on the PSA have been mapped as Unit(s) TbC2: Tarrus gravelly silty clay loam, 8 to 15 percent slopes, moderately eroded, and TuB: Tarrus-Urban land complex, 2 to 8 percent slopes. The aforementioned soils were not listed as hydric soils on the national hydric soils list for Union County, North Carolina. The FEMA Flood Insurance Rate Maps (FIRM), Panel3710447300J, dated October 16, 2008 (Figure 4) indicates the PSA is located in unshaded Zone X. Zone X areas are determined to be outside the 0.2%Annual Chance Floodplain. • The US Fish and Wildlife NWI map (Figure 5) does not identify wetlands on the PSA. • The site is located within the Twelvemile Creek watershed and is identified as Hydrologic Unit Code (HUC) 030501030204. 3.2 Field Investigation Findings ECS personnel conducted the field investigation on September 10, 2021. The last precipitation event prior to the site reconnaissance was on September 9, 2021 and approximately 0.03 inch was recorded. During the reconnaissance, ECS observed the PSA for evidence of WOUS, including ponds, streams, and wetlands. These jurisdictional areas were marked with blue (streams) and pink (wetlands) flagging tape and located using a Trimble Geo7X hand-held GPS unit capable of sub -foot accuracy. ECS identified four potentially jurisdictional areas including two potentially jurisdictional streams and two potentially jurisdictional wetlands, summarized in Table 1 below. Table 1: WOUS Summary Table Wetland/Stream ID Classification Acreage Linear Feet (if applicable) Stream 1 Ephemeral N/A 191 Stream 1 Intermittent N/A 498 Stream 2 Intermittent N/A 60 Wetland 1 Emergent 0.00096 N/A Wetland 2 Forested 0.007 N/A Total -- 0.00796 749 4.0 REGULATORY DISCUSSION The WOUS are regulated by Sections 401 and 404 of the Clean Water Act. State and Federal law dictates that any disturbance to WOUS must be permitted through the appropriate agencies. ECS Project # 49:15039 Page 3 Southeast, LLP Upon your request, we will contact the USACE to schedule a field meeting to conduct a wetlands and Waters boundary confirmation and preliminary jurisdictional determination. The timeline of this process is dependent on the availability of the regulator. If any potential impacts are proposed, we can assist you with permitting options and support to complete the process. In the interim, we recommend further review of state and federal agency records pertaining to Section 7 (Federal Endangered Species Act) and Section 106 (National Historic Preservation Act). These reviews will generally be required to verify compliance for either the Nationwide Permit (NWP) or General Permit conditions. If jurisdictional wetlands and streams are present at the site, planned land disturbance in these areas would likely require a permit from the USACE and/or the N.C. Division of Water Resources. ;.0 WATERSHED CLASSIFICATION/BUFFER REQUIREMENTS 5.1 State Riparian Buffer Requirements The PSA is located in the Catawba River Basin. Surface waters within the Catawba River Basin are not subject to State mandated riparian buffers, except for the main stem of the Catawba River. 5.2 Local Buffer Requirements ECS reviewed the Union County Code of Ordinances to determine if the county has vegetative buffer requirements for surface waters. According to the Ordinance, a minimum one hundred -foot vegetative buffer is required for all new development activities that exceed the low density option; otherwise, a minimum fifty -foot vegetative buffer for development activities is required along all perennial waters indicated on the most recent versions of U.S.G.S. 1:24,000 (7.5 minute) scale topographic maps or as determined by local government studies. Desirable artificial streambank or shoreline stabilization is permitted. ECS recommends consultation with a civil engineer to determine if mandatory vegetative buffers and/ or regulated development (impervious surfaces) setbacks are required for the site in addition to those mentioned above. 5.3 Stormwater Requirements Surface waters located within the PSA appear to flow to Rone Branch, which is classified as a Class C water. Class C waters are protected for uses such as secondary recreation, fishing, wildlife, fish consumption, aquatic life including propagation, survival and maintenance of biological integrity, and agriculture. Secondary recreation includes wading, boating, and other uses involving human body contact with water where such activities take place in an infrequent, unorganized, or incidental manner. ECS reviewed the NCDWR online stormwater permitting map to determine jurisdiction of NCDWR stormwater regulations. According to the online permitting map, it appears the site is located in an area designated as Local Permitting Authority. ECS recommends consultation with a civil engineer to determine if mandatory vegetative buffers and/or regulated development (impervious surfaces) setbacks are required for the site in addition to those mentioned above. ECS Project # 49:15039 Page 4 Southeast, LLP �.0 CONCLUSIONS Two potentially jurisdictional wetland areas totaling approximately 0.00796 acre and two potentially jurisdictional streams totaling approximately 749 linear feet were identified and delineated within the study area. The locations and boundaries of jurisdictional Waters are illustrated on the attached Waters of the U.S. Delineation Map (Figure 6). The flagged WOUS boundaries are subject to change during the jurisdictional determination meeting with the USACE. ECS cannot guarantee that field conditions and/or WOUS boundaries will not change over time. ECS Project # 49:15039 Page 5 Appendix I: Figures N Legend ihr "INNRd Sau lhdiSt Af ECF- Project Study Area �`Y i ■� a ore CI 11L 4 � Client: E y' MaYweod aam benesch a c n a 3 yi�cns st N gl � Project: z � � p:ice st Esti w 4 Y a N pllcasl z n lcese DOWNTOWN WAXHAW 1A N X " H.— Mine Rd Dunlap sf SITE +Yakhaw 1 McA on ald 5l= kn N : m E Narlh Main 5 w r+�rlh *h„n sl 7 waxhaw 301 GIVENS STREET nn 5x w Hwy WAXHAW, �, W SDulh M n n �n}ha UNION COUNTY, mV st NORTH CAROLI NA W nxhPw w Title: Wit sl aby - - - -- ge Sf 0t g� C1 �' SITE LOCATION Sipe$ F LY nn st "., MAP a dy ei a C. 1 e� % Rye CH � S� n p s, UNION COUNTY F A$h+an fb anor ya a as 1 Terrsa L1f �y �1 st '� O x y'ah V R d U Sras° Easy . m µay p[ a n Drawn By: Scale: ° AMC 1 "= 1,000' 6 z Approved By: Date: N:V-s Rd °tp WBF 09/14/2021 ECS Project No. e; 49: 15039 500 1,000 2,000 Fee FIGURE 1 Legend _ I- �y 3! 1 ram . Project Study Area {{ 1 b o ��• f,�•` " _ ,�-. 7 tom. '��. ••;- "... •..: ,• _ _ __I P F ! � � � `c�: � .' •�r�!' '"'Zip .` ���,�' � L r� �~ gr -q 4,000 Liz r� 0"\ n a Client: *0benesch Project: o� DOWNTOWN WAXHAW =�•_ ,_ SITE 7 {- J 301 GIVENS STREET G WAXHAW, G: UNION COUNTY, -' NORTH CAROLINA �L Title: �. USGS 1 _ TOPOGRAPHIC MAP WAXHAW,NC QUADRANGLE DATED: 2019 1 f t 1 � WaxhawF.y... CIA 0 00 Drawn By: Scale: _ ( AMC 1 " = 2,000 ' •J_ ` ` Approved By: Date: i WBF 09/14/2021 ECS Project No. 49: 15039 1f% FIGURE 2 Legend E M� QProject Study Area Soil Mapunits _ r►�, TbC2 1 ' + � , i Client: TuB benesch b R` DOWNTOWN WAXHAW ' SITE 301 GIVENS STREET WAXHAW, r UNION COUNTY, NORTH CAROLI NA r Title: • ��� i s' ' Ile e USDA-NRCS '- :icy SOIL SURVEY {� MAP ! ..r' .. r, ( y�.'• i- Waxhaw. f Drawn By: Scale: ++'; AMC 1 = 250 , '►,.�. �, ;yr s � [� ... Ry . =a t.+��C •� � V'k. Approved By: Date: ?x WBF 09/14/2021 L ,� �•' 'q' i ECS Project No. -,, 4:.. k.• �[ r Y' �11 " +. ;� . 49: 15039 41 i125 r250 500 Feet �� '� :� FIGURE 3 Legend QProject Study Area Flood Hazard Zones Zone Type 1%Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard 0.2%Annual Chance Flood Hazard Future Conditions 1%Annual Chance Flood Hazard Area with Reduced Risk Due to Levee Area with Risk Due to Levee N Client: benesch ■ F } � Project: DOWNTOWN WAXHAW ` y •� — - - - --- - - �,. � �'• �a �it.n''�� �.��r = i� SITE 45Q57C*QQ95E y; � �, ' .• -�`'a �' • �� ,! •` Title: ✓ ..e FEMA r'' • " ti'le'w FLOOD HAZARD _ "` '� •'�►,� � ' .... n ZONE MAP te.*'�'. ■ . �A'. � 1 P tZ Syr•' • a.� ; { •`}l -.� r•yf i �+`�FWaxhavd, Wilk ANEL Drawn By: Scale: r "371044.72QQJ` ' AMC 1 = 500 leak 10l1 fiJ. DQ$ Approved By: Date: WBF 09/14/2021 Y- • - ECS Project No. A. 49: 15039 500 1,000 2,000 Fee FIGURE 4 Legend- �+Lcl� Project Study Area - VA - Streams i f � .� Client: Intermittent Stream �r5:. ti� ' 1 ' ,, r• - Wetland Area "' �benesch E hemeral Stream 'K� 1 -+ % �'r ��191 LF Wetland 2 'T A J Project: -0.007 AC DOWNTOWN WAXHAW SITE i ` F 301 GIVENS STREET Oetland 1 00096 AC • "! WAXHAW, UNION COUNTY, ,'' • =f NORTH CAROLINA L� �, • VF`Title: • y�• i WATERS OF THE ''=, ti��,� r• U.S. DELINEATION MAP Stream 2 Stream 1 60 LF NOTES: 1. POTENTIALLY JURISDICTIONAL r 498 LF WATERS OF THE US WERE 7 -, DELINEATED BY ECS ON .•� SEPTEMBER 10, 2021. • r S {r C • �* 2. FEATURES DEPICTED ON THIS MAP HAVE NOT BEEN VERIFIED BY THE USACE AND/OR SCDHEC. THE DELINEATION FINDINGS ARE • �- SUBJECT TO CHANGE BASED ON *`�•�'1 } � ���' •1t i' � .yam y*- � - � � - arkob ow 0 150 300 600 Fee �� .. • AGENCY VERIFICATION. 3. THIS MAP SHOULD BE USED FOR PRELIMINARY PLANNING PURPOSES. AMC 1 " = 300 ' • Approved By: Date: WBF 09/14/2021 ECS Project No. 49: 15039 FIGURE 6 Appendix II: Photographic Log ECSSoutheast, LLP 1 -View of Stream 1. 2 - View of Stream 2. ECS Project # 49:15039 ECSSoutheast, LLP 3 - View of Wetland 1. 4 - View of Wetland 2. ECS Project # 49:15039 ECSSoutheast, LLP 5 - Ephemeral portion of Stream 1 ECS Project # 49:15039