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HomeMy WebLinkAbout20230773 Ver 1_2023.05.30_ePCN Cover Page_w. attachments_20230530 . `too* 5410 Trinity Road P 919.866.4951 T I M M O N S GROUP Suite F 919.859.5663 Raleigh, NC 27607 www.timmons.com May 30, 2023 Meagan Jolly U.S. Army Corps of Engineers—Wilmington District Charlotte Regulatory Field Office 8430 University Executive Park Drive Charlotte, NC 28262 Andrew Pitner 401 & Buffer Permitting Branch NCDEQ — Division of Water Resources 610 East Center Avenue, Suite 301 Mooresville, NC 28115 Re: Electronic Pre-Construction Notification Attachments Fairhaven Glen Charlotte, Mecklenburg County, North Carolina Project No.: 47655 Dear Ms. Jolly and Mr. Pitner, On behalf of Commonwealth Development Corporation, we are providing additional attachments and information to aid in the review of the electronic Pre-Construction Notification of the Fairhaven Glen project, an approximately 16.75-acre proposed residential site located at 8301 and 8329 Nations Ford Road in Charlotte, North Carolina, within Mecklenburg County (the Site). Please review the below attachments and contact Kate Hefner at (919) 866-4953 or kate.hefner�timmons.com if additional information is required. Sincerely, Timmons Group Kate Hefner, WPIT Environmental Scientist II _19f'. G Nick Tudor, PWS Senior Environmental Scientist ENGINEERING I DESIGN I TECHNOLOGY Enclosures ATTACHMENTS Appendix A Figure 1 —Vicinity Map Figure 2 — NRCS Soil Survey Map Figure 3 —Wetlands and Waters of the U.S. Delineation Map Appendix B Agent Authorization Form Preliminary Jurisdictional Determination Buffer Determination DWR Pre-Filing Request Appendix C Environmental Impacts Set Appendix D Mitigation Acceptance Letter NCSAM Analysis Forms Appendix E IPaC Official Species Report NCNHP Database Report Appendix F SHPO Map and List Appendix A Path:Y:\805\47655-Fairhaven Glen\GIS\47655-JD-VIC.mxd V ti "'A I ADY I DUPONI OR POIN PIVE Ir c (� Site Limits `FpSf IN .1000 ■ NElcmSf Ors-1 ■■�■■ Ekm Sch 11yv4 � �r b `r ti i Site limits are approximate. Topographic imagery from USGS. 0 1,000 2,000 3,000 4,000 Miiiiiia Feet FAIRHAVEN GLEN TIMMONS GROUP MECKLENBURG COUNTY,NORTH CAROLINA FIGURE 1:VICINITY MAP YOUR VISION ACHIEVED THROUGH OURS. • TIMMONS GROUP JOB NUMBER: 47655 U.S.G.S.QUADRANGLE(S): CHARLOTTE WEST,NC PROJECT STUDY LIMITS: 16.75 ACRES DATE(S): 2022 LATITUDE: 35.141647 WATERSHED(S): LOWER CATAWBA(SANTEE RIVER BASIN) LONGITUDE: -80.891158 HYDROLOGIC UNIT CODE(S): 03050103 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever,inclusive,but not limited to construction,bidding,and/or construction staking without the express written consent of TIMMONS GROUP. Path:Y:\805\47655-Fairhaven G1en\GIS\47655-JD-NRCS.n-xd q7 � w�,��r. 1 Ilk S WIN z r ■ UL4 � - Site Limits ••' • 00000 _ 00 1 �■o,00•• 1 �� a ■.�� 0 WON •0.0.0 1 _ WOO— EL ■ �� . ■'116L - A _ Er Li Site limits are approximate. ^■ ■ NRCS Mecklenburg County Soil Survey(1980) ' 0 400 800 1,200 1,600 Feet • FAIRHAVENGLEN TIMMONS GROUP � � � �� MECKLENBURG COUNTY,NORTH CAROLINA FIGURE 2: NRCS MAP YOUR VISION ACHIEVED THROUGH OURS. • TIMMONS GROUP JOB NUMBER: 47655 U.S.G.S.QUADRANGLE(S): CHARLOTTE WEST,NC PROJECT STUDY LIMITS: 16.75 ACRES DATE(S): 2022 LATITUDE: 35.141647 WATERSHED(S): LOWER CATAWBA(SANTEE RIVER BASIN) LONGITUDE: -80.891158 HYDROLOGIC UNIT CODE(S): 03050103 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever,inclusive,but not limited to construction,bidding,and/or construction staking without the express written consent of TIMMONS GROUP. 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O` \ '< ! \ �J ��i ' .r,,....r r/ �J, r `\^�`,�:.` ♦`n \Z 1� �t\ \\[•.1 r 1 \ \ ` r \ I l // t J l •. _•••. , 1 + \\� _.a'I 1�_" . r \ ` . \\1,I1 ' "�.". . \`�`,```' �\y.Ill , NL iIlr �;if++\/l\ \\\1 r/+= \ , I \8 r„ ', 1 \ - JA\`Q` \ Intl ;♦ `�, \\` -r'>•,\ 1 " ) „ r ° >>� \" l {•^ >. "'a 1� •1s. \•� a"` -=�' `' a , `,._Jil ,,,, J / \,\�a .,�-:� ' f +4 ` , ` ,l+ 1 rr: U 1 \\\a"_ , 1 1. -\ 1 \ \\.1..1 .Ia\ • .\, s.` ,rr•� f_lr , I„ -,l ,\,\t--s•- .' l ..^ la\\.:0... 1 r. Appendix B 0 • TIMMONS GROUP YUUR VISION ACHIEVED THROUGH OURS. AGENT AUTHORIZATION All Blanks to be Filled in by Applicant The Department of the Army NCDEQ— Division of Water Resources US Army Corps of Engineers 401 & Buffer Permitting Unit Wilmington District 610 East Center Avenue, Suite 301 PO Box 1890 Mooresville, NC 28115 rN Wilmington, NC 28402-1890 U z L M LT � N kD L!'1 To Whom It May Concern: cl� a) I, the undersigned, current applicant designate, authorize representatives of Timmons Group to o act on my behalf as my agent in the processing of permit applications, to furnish upon request Q supplemental information in support of applications, etc., from this day forward. This the 5th day of May , 20 23 (number) (Month) (Year) Cr T This notification supersedes any previous correspondence concerning the agent for this project. ID Project Name: Fairhaven Glen Ln E Applicant Name(Print): Fairhaven Glen LLC Applicant Signature: E 7 University Avenue, Suite 210 2 ° o U Applicant Mailing Addre iddleton, WI 53562 L N c 0 E Applicant Fax Y Telephone: 920-922-8170 No. 920-922-8171 3 Applicant Email 3 Address: i.nesburg@commonwealthco.net a a_ W W C 71 E a 0 m v G m V, SAW-2021-01424 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2021-01424 County:Mecklenburg U.S.G.S.Quad:NC-Charlotte West NOTIFICATION OF JURISDICTIONAL DETERMINATION Requestor: Commonwealth Development Corporation Sean Bradt/ Address: 7447 University Avenue,Suite 210 Middleton,WI 53562 Telephone Number: 404-406-6697 E-mail: s.brady(&commonwealthco.net Size(acres) 15.5 Nearest Town Charlotte Nearest Waterway Kings Branch River Basin Santee USGS HUC 03050103 Coordinates Latitude: 35.141647 Longitude:-80.891158 Location description: The review area is located on the north side of Deanna Lane; approximately 0.1 miles east of the intersection of Deanna Lane and Nations Ford Road.PIN: 16921223.Reference review area description shown in the Jurisdictional Determination Request package entitled"Figure 1,Vicinity Mad'. Indicate Which of the Following Apply: A. Preliminary Determination ® There appear to be waters,including wetlands on the above described project area/property,that may be subject to Section 404 of the Clean Water Act(CWA)(33 USC§ 1344)and/or Section 10 of the Rivers and Harbors Act(RHA)(33 USC§403).The waters,including wetlands have been delineated,and the delineation has been verified by the Corps to be sufficiently accurate and reliable.The approximate boundaries of these waters are shown on the enclosed delineation map dated 5/17/2021. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,including determining compensatory mitigation.For purposes of computation of impacts,compensatory mitigation requirements,and other resource protection measures,a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S.This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process(Reference 33 CFR Part 331).However,you may request an approved JD,which is an appealable action,by contacting the Corps district for further instruction. ❑ There appear to be waters,including wetlands on the above described project area/property,that may be subject to Section 404 of the Clean Water Act(CWA)(33 USC § 1344)and/or Section 10 of the Rivers and Harbors Act(RHA)(33 USC §403). However,since the waters,including wetlands have not been properly delineated,this preliminary jurisdiction determination may not be used in the permit evaluation process. Without a verified wetland delineation,this preliminary determination is merely an effective presumption of CWA/RHA jurisdiction over all of the waters,including wetlands at the project area,which is not sufficiently accurate and reliable to support an enforceable permit decision.We recommend that you have the waters, including wetlands on your project area/property delineated.As the Corps may not be able to accomplish this wetland delineation in a timely manner,you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. B. Approved Determination ❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit requirements of Section 10 of the Rivers and Harbors Act(RHA)(33 USC §403)and Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in law or our published regulations,this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ There are waters,including wetlandson the above described project area/property subject to the permit requirements of Section 404 of the Clean Water Act(CWA)(33 USC§ 1344). Unless there is a change in the law or our published regulations,this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑We recommend you have the waters,including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner,you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. SAW-2021-01424 ❑The waters,including wetlands on your project area/property have been delineated and the delineation has been verified by the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE.We strongly suggest you have this delineation surveyed. Upon completion,this survey should be reviewed and verified by the Corps. Once verified,this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which,provided there is no change in the law or our published regulations,may be relied upon for a period not to exceed five years. ❑The waters,including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below onDATE.Unless there is a change in the law or our published regulations,this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ There are no waters of the U.S.,to include wetlands,present on the above described project area/property which are subject to the permit requirements of Section 404 of the Clean Water Act(33 USC 1344). Unless there is a change in the law or our published regulations,this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act(CAMA). You should contact the Division of Coastal Management in Morehead City,NC,at(252)808-2808 to determine their requirements. Placement of dredged or fill material within waters of the US,including wetlands,without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act(33 USC§ 1311). Placement of dredged or fill material,construction or placement of structures,or work within navigable waters of the United States without a Department of the Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act(33 USC§401 and/or 403).If you have any questions regarding this determination and/or the Corps regulatory program,please contact Bryan Roden-Reynolds at 704-510-1440 or bryan.roden-reynolds(&usace.army.mil. C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination form dated 09/20/2021. D. Remarks: None E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants,or anticipate participation in USDA programs,you should request a certified wetland determination from the local office of the Natural Resources Conservation Service,prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above) If you object to this determination,you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process(NAP)fact sheet and Request for Appeal(RFA)form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Mr.Philip A. Shannin Administrative Appeal Review Officer 60 Forsyth Street SW,Floor M9 Atlanta,Georgia 30303-8803 AND PHILIP.A.SHANNIN(a,USACE.ARMY.MIL In order for an RFA to be accepted by the Corps,the Corps must determine that it is complete,that it meets the criteria for appeal under 33 CFR part 331.5,and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form,it must be received at the above address by Not applicable. **It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.** Bryan Roden-Reynolds Corps Regulatory Official: W2 1 na 20 1 a.2ti.a6-"00' SAW-2021-01424 Date of JD:09/20/2021 Expiration Date of JD:Not applicable The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,please complete our Customer Satisfaction Survey, located online at htt2s://reizulatoly.ops.usace.anny.mil/customer-service-survey Copy Furnished: The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.artny.mil/cm_apex/f?p=136*0 Copy furnished: Agent: Timmons Group Matt Michel Address: 428 Eastwood Road Wilmington,NC 28403 Telephone Number: 574-514-3115 E-mail: matt.michelAtimmons.com Property Owner: Yorkmont Land LES,LLC Donald Harlan Address: 7960 Old Georgetown Road Bethesda,MD 20814 Telephone Number: 301-652-8662 E-mail: dharlanAharlan-enterprises.com NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: Commonwealth Development Corporation, File Number: SAW-2021-01424 Date: 09/20/2021 Sean Brad Attached is: See Section below INITIAL PROFFERED PERMIT(Standard Permit or Letter of permission) A PROFFERED PERMIT(Standard Permit or Letter of permission) B ❑ PERMIT DENIAL C ❑ APPROVED JURISDICTIONAL DETERMINATION D ❑X PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I-The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at or http://www.usace.gM.mil/Missions/CivilWorks/Re ugulatoryProgramandPennits.aspx or the Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all rights to appeal the permit,including its terms and conditions,and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit(Standard or LOP)because of certain terms and conditions therein,you may request that the permit be modified accordingly.You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice,or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter,the district engineer will evaluate your objections and may: (a)modify the permit to address all of your concerns,(b)modify the permit to address some of your objections,or(c)not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections,the district engineer will send you a proffered permit for your reconsideration,as indicated in Section B below. B: PROFFERED PERMIT:You may accept or appeal the permit • ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all rights to appeal the permit,including its terms and conditions,and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit(Standard or LOP)because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice,means that you accept the approved JD in its entirety,and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD,you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish,you may request an approved JD(which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION II-REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record,the Corps memorandum for the record of the appeal conference or meeting,and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer,Wilmington Regulatory Division MR.PHILIP A. SHANNIN Attn: Bryan Roden-Reynolds ADMINISTRATIVE APPEAL REVIEW OFFICER Charlotte Regulatory Office CESAD-PDS-O U.S Army Corps of Engineers 60 FORSYTH STREET SOUTHWEST,FLOOR M9 8430 University Executive Park Drive,Suite 615 ATLANTA,GEORGIA 30303-8803 Charlotte,North Carolina 28262 PHONE: (404)562-5136;FAX(404)562-5138 EMAIL:PHILIP.A.SHANNINgUSACE.ARMY.MIL RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants,to conduct investigations of the project site during the course of the appeal process. You will be provided a 15-day notice of any site investigation,and will have the opportuni to participate in all site investi ations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer,Wilmington Regulatory Division,Attn: Bryan Roden-Reynolds,69 Darlington Avenue,Wilmington,North Carolina 28403 For Permit denials,Proffered Permits and Approved Jurisdictional Determinations send this form to: Division Engineer,Commander,U.S.Army Engineer Division,South Atlantic,Attn:Mr.Philip Shannin,Administrative Appeal Officer,CESAD-PDO,60 Forsyth Street,Room 10M15,Atlanta,Georgia 30303-8801 Phone: (404)562-5137 PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: 09/20/2021 B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Commonwealth Development Corporation, Sean Brady, 7447 University Avenue, Suite 210,Middleton,WI 53562 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District,Fairhaven Glen, SAW-2021- 01424 D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The review area is located on the north side of Deanna Lane; approximately 0.1 miles east of the intersection of Deanna Lane and Nations Ford Road. PIN: 16921223. Reference review area description shown in the Jurisdictional Determination Request package entitled"Figure 1,Vicinity Map". (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State:NC County: Mecklenburg City: Charlotte Center coordinates of site (lat/long in degree decimal format):Latitude: 35.141647 Longitude: -80.891158 Universal Transverse Mercator: Name of nearest waterbody:Kings Branch E. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY): ®Office (Desk) Determination. Date: 07/13/21 ❑X Field Determination. Date(s): 09/13/21 TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH"MAY BE"SUBJECT TO REGULATORY JURISDICTION Feature Latitude Longitude Estimated amount Type of aquatic Geographic authority to (decimal (decimal of aquatic resources resources(i.e., which the aquatic degrees) degrees) in review area wetland vs.non- resource"may be" (acreage and linear wetland waters) subject(i.e.,Section 404 feet,if applicable or Section 10/404 Wetland A 35.14188081 -80.88999609 0.02 acre Wetland 404 Wetland B 35.14173123 -80.89045057 0.02 acre Wetland 404 Stream C 35.14287272 -80.88853274 228 linear feet Non-wetland 404 Stream D 35.14172683 -80.89067829 1,150 linear feet Non-wetland 404 Stream E 35.14127815 -80.89218527 435 linear feet Non-wetland 404 1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an approved JD (AJD) for that review area based on an informed decision after having discussed the various types of JDs and their characteristics and circumstances when they may be appropriate. 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 AJD for the activity, the permit applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit authorization based on a PJD, which does not make an official determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an AJD could possibly result in less compensatory mitigation being required or different special conditions; (3) 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) 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) undertaking any activity in reliance upon the subject permit authorization without requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (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 PJD constitutes agreement that all aquatic resources in the review area affected in any way by that activity will be treated as jurisdictional, and waives 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 AJD or a PJD, the JD will be processed as soon as practicable. Further, an AJD, 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. If, during an administrative appeal, it becomes appropriate to make an official determination whether geographic jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that there "may be"waters of the U.S. and/or that there "may be"navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the review area that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for PJD(check all that apply)Checked items are included in the administrative record and are appropriately cited: 0 Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Map: Figure 1-6 0 Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets: 0 Office concurs with data sheets/delineation report. ❑Office does not concur with data sheets/delineation report. Rationale: ❑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: ONatural Resources Conservation Service Soil Survey. Citation: Figure 3,Environmental Inventory Map(Web Soil Survey of Mecklenburg County) and Figure 5,NRCS Map(Soil Survey of Mecklenburg County Dated 1980) O National wetlands inventorymap(s). Cite name: Figure 3,Environmental Inventory Map (USFWS NWI Mapper) ❑State/local wetland inventory map(s): ❑FEMA/FIRM maps: ❑100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) 0 Photographs: 0 Aerial(Name & Date):Figure 1,Vicinity Map and Figure 4,Parcel Map or ❑ Other(Name&Date): ❑Previous determination(s). File no. and date of response letter: ®Other information(please specify): Figure 2,Hydrologic Unit Code Map and Figure 6,Wetlands and Waters Delineation Map (Dated 05/17/21) 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. Bryan Roden-Reynolds 2021.09.20 14:26:06 -04'00' Signature and date of Regulatory staff member completing PJD Signature and date of person requesting PJD 09/20/2021 (REQUIRED, unless obtaining the signature is impracticable)1 1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action. 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C N N N Cn O C O 0 O M N fn LL O O C ° ° :° LL Nm Ewan W€ �q II.■. a � A in '0' aam m ° ` ° fir- s 7 _ '99aw3 -Oc ° i EC s �E "�i�"- E9 E r e K 3 N f6 'O J .0. .0. (0 C N fA O. 0 0 0 9 a 8 3 Q (0 N d > 7 I`6 O c oW Enc_ _ C ID N N N a 9 LL US LL LL LL 11 LL V) 0_ C U LLo� o w@ � N r: I I I I 0 Lauren Norris-Heflin From: Miller,Jordan <Jordan.Miller@charlottenc.gov> Sent: Thursday, July 1, 2021 04:06 PM To: Kate Hefner Cc: Lauren Norris-Heflin; Matt Michel; bryan.roden-reynolds@usace.army.mil;Johnson, Alan; Smith, Brendan Subject: RE: [EXT]RE: [EXT]RE: [EXT]RE: Preliminary Jurisdictional Request Package - Fairhaven Glen - Charlotte, NC No worries. The map should show buffers on the intermittent and perennial streams as determined by the agreed upon field assessment. The GIS buffers are only based on desktop data and are estimates. Thanks. From: Kate Hefner<Kate.Hefner@timmons.com> Sent:Thursday,July 1, 2021 2:15 PM To: Miller,Jordan <Jordan.Miller@charlottenc.gov> Cc: Lauren Norris-Heflin <Lauren.Norris-Heflin@timmons.com>; Matt Michel <Matt.Michel @timmons.com>; bryan.roden-reynolds@usace.army.mil;Johnson, Alan <alan.johnson@ncdenr.gov>; Smith, Brendan <Brendan.Smith@charlottenc.gov> Subject: [EXT]RE: [EXT]RE: [EXT]RE: Preliminary Jurisdictional Request Package- Fairhaven Glen - Charlotte, NC EXTERNAL EMAIL:This email originated from the Internet.Do not click any images,links or open any attachments unless you recognize and trust the sender and know the content is safe.Please click the Phish Alert button to forward the email to Bad.Mail. HiJordan, My apologies for not being more clear on this. Please see the attached map from Mecklenburg County's GIS. It only shows the main perennial stream and one intermittent stream buffered. Should our map go off of these depicted buffers or should our map buffer both intermittent streams since they show up on the USGS/NRCS map? Thanks! Kate Hefner, WIT Environmental Technician 0000000 • TH ONS GROUP ENGINEERING I DESIGN I TECHNOLOGY Celebrating LGBTQ+Pride Month TIMMONS GROUP I www.timmons.com 5410 Trinity Rd, Suite 102 1 Raleigh, NC 27607 Office: 919.866.4953 1 Cell: 828.455.4636 Kate.Hefner@timmons.com Your Vision Achieved Through Ours i From: Miller,Jordan <Jordan.Miller@charlottenc.gov> Sent:Thursday,July 1, 2021 1:42 PM To: Kate Hefner<Kate.Hefner@timmons.com> Cc: Lauren Norris-Heflin <Lauren.Norris-Heflin@timmons.com>; Matt Michel <Matt.Michel @timmons.com>; bryan.roden-reynolds@usace.army.mil;Johnson, Alan <alan.johnson@ncdenr.gov>; Smith, Brendan <Brendan.Smith@charlottenc.gov> Subject: RE: [EXT]RE: [EXT]RE: Preliminary Jurisdictional Request Package- Fairhaven Glen -Charlotte, NC Hey Kate, How you show the buffers appear correct to me (page 13 of the PDF copied below). The buffers should be measured from field located top of bank and would need to "join" when overlapping. I did not measure the widths to confirm but assuming they are scaled appropriately this should be fine. Hope this helps. Thanks, Jordan z From: Kate Hefner To: 401PreFile Cc: Lauren Norris-Heflin Subject: DWR Pre-Filing Request-Fairhaven Glen-Charlotte,NC Date: Wednesday,October 5,2022 3:41:00 PM Good afternoon, I wanted to submit a 401 Pre-Filing Request for a project in Charlotte, NC. The project information can be found below: • Project Name: Fairhaven Glen • Project Applicant: Commonwealth Development Corporation • Applicant Contact Information: Sean Brady at s.brady(@commonwealthco.net • Applicant Mailing Address: 7447 University Avenue, Suite 210 Middleton, WI 53562 • Parcel IDs: 16921223 and 16921224 • Project Location: Charlotte, Mecklenburg County, NC • The proposed project is a an approximately 16.75-acre residential development located in Charlotte, NC in Mecklenburg County. The project is located at 8301 Nations Ford Road. Let me know if you have any questions. Thanks! Kate Hefner, WIT(she/her) Environmental Scientist TIMMONS GROUP I www.timmons.com 5410 Trinity Rd, Suite 102 1 Raleigh, NC 27607 Office: 919.866.4953 1 Cell: 828.455.4636 Kate.Hefner(@timmons.com Your Vision Achieved Through Ours To send me files greater than 20MB click here. Appendix C NE z E FAIRHAVEN GLEN APARTMENTS v E ti 3 e o LLU^oz w�N z Oin^m ENVIRONMENTAL IMPACTS x� 0 Q Z v Q� Z �� a MECKLENBURG COUNTY, NORTH CAROLINAo= u z o 0 0 SHEET LIST a CW10.0 COVER o CWI 1.0 OVERALL EXISTING CONDITIONS BASE 0 12ZO512022 CWI 2.0 OVERALL IMPACT MAP CWI 2.01 IMPACT MAP - DETAIL VIEW DRAWN BY ^ CWI 2.1 ENVIRONMENTAL IMPACT PROFILES IN DESIS'G NNEED By `- CWI 2.2 ENVIRONMENTAL IMPACT PROFILES • J.DOLAN CWI 2.3 ENVIRONMENTAL IMPACT PROFILES �� CHECKED BY 0 %r CWI 2.4 ENVIRONMENTAL IMPACT PROFILES • J.DOLAN O CWI 2.5 ENVIRONMENTAL IMPACT PROFILES • • SCALE y ASS"owN CWI 2.6 ENVIRONMENTAL IMPACT PROFILES : �4 CWI 3.0 NOTES & DETAILS • 4 • �;&2 NOTES: w 1. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM TIMMONS GROUP. SITE BOUNDARY AND TOPOGRAPHIC SURVEY, DATED OCTOBER 24, 2022 . LLJ z - -c�Z 2. SOIL INFORMATION TAKEN FROM SUBSURFACE EXPLORATION & GEOTECHNICAL0 EVALUATION REPORT BY MR RICHARDS ENGINEERING, PLLC DATED MARCH 25, z 2023. a Z 3. ENVIRONMENTAL DELINEATION BY TIMMONS GROUP, DATED APRIL 28, 2021 AND a _ �O N J U LY 19, 2022. Q 0 _ o LANE DRIVE 4. THE SUBJECT PROPERTY IS PRIMARILY LOCATED IN ZONE X WITH A PORTION DEANNA z VICINITY MAP LOCATED IN ZONE AE. REFER TO SHEET CWI 1.0 FOR ZONE LOCATION ON SUBJECT w Z 1" - 4OO' PROPERTY. THIS WAS DETERMINED IN ACCORDANCE WITH FIRM MAP NUMBERS J o 3 3710453100K WITH AN EFFECTIVE DATE OF SEPTEMBER 2, 2015. L7 > O zz Ua SITE DATA TABLE: LU Y E TOTAL TRACT AREA: 17.95 ACRES Q = TOTAL TRACT WETLANDS: 0.04 ACRES O TOTAL TRACT STREAMS: 0.27 ACRES PROPOSED TRACT IMPERVIOUS AREA: 4.07 ACRES (22.7%) (177,289 SF) � TOTAL NUMBER OF APARTMENTS: 140 - E I , A �o z E _Y F o 3 e 0 0 0 p o a�N � M O�`a-'vim z Di'no m � c ✓O7yNNY07B>>s �=w LL� z �qM ?4B O Vyou O Gz F o V N FQ 0 S or 1228 LPN&7 F C ALCE FR4YLON P/D 16925106 DB 13147PG 890 VICTORYCHRISTIAN w 2 ''/O / �'s FA/RGREEN OR CENTER INCORPORATED >y DA7j<✓B1'7`9�01 O O a a L7 50'PUBLICRIW 0825917 PG 47g laPGy'gRO / PROPERTYBOUNDARY N m? m z q C' O C PO1JOSITYP THOMAS DEBRA EILEEN WILSONB in2P/D 16921522 P1D 16921501 PlD I OT 1,MB 11 PG 263 SAMUEL STEPHEN WILSON O CD BOYD 8 NISSA VONGPHAKDYB O m +y n O a a C p n a is D So ❑ 16921401 / O ROBERTAMBOYD / / L0T22,MB if PG 263 d S/SOUPHAH YANVANHXAY a3 a No y N C LOT 70,MB 11 PG 263 LOT II,MB 11 PG263 `_ �O m a Ox�r yam NAxu� Ngq2a OyyG. ♦� \ / vV y v�'2� uoimmyZ2 `o m 11 1�• 1,7 l,) I IIII/I/Ill .J 1111 I(I 11b� Ai %/icei o 0 1 I I\ I \ \\\ \�� - s// /� —_ — — '!� __ _ > \I / /I/. /•,/ //f ///IIII I �l / 100-YRFEMA _ :i/ — _ — / � g� \� ��1 �� //�°/�/ — 1 \� `` •�/ //// / ,))//�EXIST/NG PERENNIAL STREAM CHANNEL \\\I FLOODPLAIN LINE DATE IEX�E6� LyyyyFFF s\\\\ _ — —_ O 12 05 2022 EDMf >00-YR FEMA FLOODPLAIN LINE �73 R7 \ i _ \\\\ �� — .i _ �� ��\\\ / �'•7 / /F7, .. / /// // /I / / // / / DRAWN BY `— �— EXISTING INTERMITTENT STREAM CHANNEL \\ ` _ / // / •/ / //// / J.DOLAN _ DESIGNED BY Pg1ss21 /i W. 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NO IMPACT \ \ I E JC f I CWI-2.01 CWI-2.01 ) /i- ® � /Ill TEMP.IMPACT 1b \PERM.IMPACT 3b // CWI-2.01 \ \\ / •/// \\\ \ // ///// IIII I I I I I r • CHDOLA Y J PERM.NO-LOSS IMPACT 3c / /� \ \— /// /// // 1 I I I/ / / I I I I I • J.00LAN I I. � • SCALECWI-2.01 TEMP.IMPACT 3a ASSHOW N %l //�'%// I — -- — a j � YORKMONTLANOL ESLLC \ \ � — /�• I 1 ( `� �` — — t DB 21ss4 M H 4 -� //y/ + / Z.� �� • ,WI-2.01 714.109 SF %PERM.NO-LOSS IMPACT 2b \ \� \ ( I / �•;: ••. ®� � gAL • CWI-2.01' / / — _ — — 1111H5 v =PERM.IMPACT 2a \\\\ `s s �i z I III 2.6 I PR�VANTEADANE � 1 \\\\ �° SHEET I I R/VE DIRECT TO ° U) a PROPOSED SCM OUTLET( U) WETLANDS) (D Z 9 LU I / ^ LEGEND a EXISTING CONTOUR 0 J i ,l PROPERTYBOUNDARY Q Da p A PROJECT BOUNDARY — ADJACENT PROPERTY LINE RI < a n GHT OF WAV � Q s O � z WETLANDS z WETLAND AND STREAM IMPACTS EXISTING STREAM W z Q a 7 STREAM IMPACT 1 0 a 3 MAP IMPACT IMPACT L7 SHEET NUMBER SPECIFICATION PERMANENT TEMPORARY PERMANENT-NO LOSS ~ m J (LF) (SF) (AC) (LF) (SF) (AC) (LF) (SF) (AC) z w J 2 CWI-2.01 1a Rip Rap Aporn Install - - - 12 24 0.001 STREAM IMPACT LEGEND: ; wLUE CWI-2.01 1b 10'Wal I Const.Buffer 53 106 0.002 - - - "�'� PERMANENT STREAM-ORANGE Q � R 7� PERMANENT STREAM-NO LOSS-BROWN CWI-2.01 1c Site Fill&Road Const. 286 589 0.014 O TEMPORARY STREAM-PINK CWI-2.01 1d Rip Rap Apron Install - - - 80 54 0.001 I--I c CWI-2.01 2a Site Fill&Road Const. 46 183 0.004 Q CWI-2.01 2b Rip Rap Apron Install - - - - - - 53 82 0.002 L.L f CWI 2.01 3a 10'Wall Const.Buffer 10 36 0.001 M CWI-2.01 3b Site Fill&Road Const. 81 320 0.007 - - - 2° CWI-2.01 3c Rip Rap Apron Install 55 78 0.002 SewerAerail Crossing E CWI-2.6 4a 24 349 0.008 - - - SewerAera•ItCrossing SCALE 1"=150' ]OB NO. CWI-2.6 4b 15 180 0.004 47655 Bank Stabilzation. TOTAL 413 1,092 0.025 87 491 0.011 215 418 0.010 0 150' 300' CWI 2.0 r I .� o PROPERTY BOUNDARY —665— yIN _ _ _ z — // / / PERMANENT STREAM IMPACT 1c — — — _ FOR ROAD FILL + _ — 286 LF 589 SF — aWv�v 0 PROPOSED BYPASS STORM LINE (REFER TO SHEETS CWI 2.1 &2.2 STORM SEWER TO OUTFACE AT HEAD OF FOR STREAM ALIGNMENT AND / �/ _ \ o o / EXISTING INTERMITTENT STREAM CHANNEL SECTIONS) IN ORDER TO AVOID INDIRECT STREAM LOSSESCULWT / — _ / _ - _ / \ 54"RCP \ \ \ \ — — --_— - / PERMANENT NO-LOSS STREAM IMPACT 1a `\— \ \ \\ \ \ FOR RIP ui o \ — v 2 STREAM REALIGNMENT + \ ,PERMANENT NO-LOSS STREAM IMPACT 1d ° ° FOR RIP RAP APRON _ DATE \ •69 0 — — — \ \ \ \ \ \\ \ - \ 80 LF 54 SF — —¢ r iz/os/zozz BY CAST-IN-PLACE, / / / — _ — -— _ — — _ DRAWN N \ \ \ \ / RETAINING WALL '�- PROP.RIP J.DOLAN TEMPORARY STREAM IMPACT 1b \ \� \ \ � � � � / --__,,`` y� DESIGNED BY 10'WALL CONSTRUCTION BUFFER \ / / / —RAP APRON' — — _ • / 53 LF 106 SF \ — \ �'� / i ,\ / / y / — _ 62� �\\\\ - — • J.DOLAN TEMPORARY STREAM IMPACT 3a- _ — — - -d/ 1CHECKED BY 0'WALL CONSTRUCTION BUFFER / v _ _ _ ���J_ _ _ • J.DOLAN 10 LF 36 SF:-� - i62o — — — — 620— SCALE / / / / QA 1 I I / / / / / / / / / / / / / / / / ' ' / ' •,i _ — — �, \ �. / AS SHO WN PERMANENT NO-LOSS STREAM IMPACT 2b FOR RIP RAP APRON /// _ _ d _ _ PERMANENT NO LOSS STREAM IMPACT 3c/ / / / / / / / / __ _ _ _ _ _ _ 53 LF 82 SF -FOR RIP RAP APRON — 55 LF 78 SF PROP. RIP /r/�� i/j/j//// _ — — — RAP APRON//i/ //// %/� / \ _ — — — — — — /, — (I)Lu PERMANENT STREAM IMPACT 3b STREAM IMPACT 2a r / / / / / / \�\I \ — + FOR ROAD FILL / / // // ////� / // / \ \ !, = FOR ROAD FILL / o 46 LF 183 SF / / //ice/ / /ri/ / i%/ii \ 81vF 320 SF SCALE 1"=50' Q u P Lu �/ / / i / \ ___ — — Qo > _ CULVERT 2 = _ — _ 0 50' 100, z g _ Lu J o w LEGEND EXISTING CONTOUR PROJECT BOUNDARY z co d 5 ADJACENT PROPERTY LINE Lu j Q P RIGHT OF WAY V WETLANDS / CULVERT 3 r — -- _— , � W E I p \ \\ \ �� \� =J� ri / / 48"RCP / / // b — — _ \/ ® Q Q o EXISTING STREAM = a STREAM IMPACT LEGEND: a 1 Q I \ \ \\\ \\ �_ �� `�/ / / / / `s O \ PERMANENT STREAM-ORANGE PERMANENT STREAM-NO LOSS-BROWN TEMPORARY STREAM-PINK E PROPERTY BOUNDARY / / / / � - m \ \ \ S ' � JOB NO. I � EETN�47655 wl Z.n1 660 660 665 665 665 665 -o _E v€ PROPOSED =wt3"o GRADE �LL o 655 PROPOSED GRADE 655 660 660 660 660 a� M PROPOSED ,< `GRADE "`� o u�"u o �r a f p o z 650 650 655 655 655 655 0 PROPOSED RETAINING WALL,TYP. 645 645 650 650 650 650 a Q DATE PROPOSED RETAININ o 1210512022 PROPOSED RETAINING WALL,TYP. DRAWN BY WALL,TYP. J.DOLAN 640 640 645 645 645 645 • DESIGNED BY • J.DOLAN / •IMPACT #1 c Y • CHECKED HECKED B / • • SCALE HORIZ SCALE:1"=50' • ASSHOWN VERT SCALE 1"=5' • 635 635 640 640 640 640 0 0 - I 630 630 635 635 635 N 635 z I I I I I I I PROPO ED Z Lu V EXISTIN CHANN L Q aGRAD I ADJUS ENTa. 0(2'FLAT BOTTOM)625 625 630EXISTING 630 630 630EXIS ING STREAM LIN GRADE /�V/ W Q PROPOSED J o � 3 BOTTOM CHANNEL BOTTO 14 OF EXISTING STR' ADJUSTMENT EXISTING ST EAM (2'FLAT BOTTO ) Z Z Q W Y z 620 620 625 625 625 625 Q w "' E � a 2 Op �o � � NN �r � N � �oN � � N r � � o OQE �0 �0 �O �O M r DO CO I--I N N � N `n NN N � N � d rr M M � M > co co co cfl co cfl co cfl co co co w -0+50 0+00 1+00 2+00 3+00 0+0c 1+00 0+00 1+00 STA 0+00.00 STA 0+50.00 E SCALE 1"=50' IMPACT #1c CROSS-SECTIONS JOB NO. HORIZ SCALE:1"=50' 47655 ISHEET NO. _ 0 50' 160, VERT SCALE 1"=5' CWI 2.1 660 660 �o v� PROPOSED GRADE =wt3o a0 655 655 655 655 655 655 6�LmV PROPOSED GRADE � vLLo PROPOSED o�� U o �e a GRADE v u, z o 650 1650 650 650 650 650 0 0 PROPOSED RETAIN NG o ALL,TYP. w 645 645 645 645 645 645 a � DATE o 1210512022 DRAWN BY ].DOLAN BY 640 640 640 640 640 640 •� J.DES I IGNED GNED OLAN • CHECKED BY J.DOLAN • • SCALE AS SHOWN 635 635 635 635 635 635 0 I EXISTING \ GRADE \ D 630 630 630 \ EXISTING 630 630 630 W 3 I \ W I GRADE / O PROPOSE BOTTOM C IF ~ Z w CHANNEL \ / EXISTING STRE 0 J BOTTOM OF ADJUSTME T BOTTOM 013 EXISTING Q u 0 EXISTING STREAM (2'FLAT B TOM) GRADE a L LL EXISTING STREA Q � o a rt 625 625 625 625 625 625 z Z � PROPOSED Z U W � Q a N N M N CHANNEL% L M PROPOSED J o 3 Cp � ADJUSTMENT °4 CHANNEL C7 L7 MCO O M (2'FLAT BOTTO L� COLO Cfl Co ADJUSTMENT (.0 Q ( ) e W J Y z > w w Q a 0+00 1+00 0+00 1+00 0+00 1+00 O 2 O p STA 1 +00.00 STA 1 +50.00 STA 1 +90.43 SCALE 1°=50' QLL. w 0 50' 100, IMPACT #1c CROSS-SECTIONS _ E HORIZ SCALE:1"=50' VERT SCALE 1"=5' I OB ND. c 47655 SHEET CWI 2.2 655 655 655 655 660 660 ^E PROPOSE D GRADE PRO OSED GRADE PROPOSED RADE w v€N P OPOSED f 3" PROPOSED 6 PVC 15" RC STORM LL o WATER LINE 650 650 650 650 =� 655 655 vas PR POSE 6" PVT �u�LLU�r a WATER LIN PROPOSED 8" PVC z PROPOS D SEWER LINE 645 15" RCP STORM 645 645 645 650 650 0 PROPOSED PROPOSE CAST-IN-PLACE 10 1 RCP STORM RETAINING WALL 640 640 640 640 a 645 645 o KATE PROPOSED 16. ' 1210512022 C ST-IN-PLACE 14DRAWN BY RETAINING WALL '9 21.2' / ].DOLAN 1 5.2' DESIGNED BY 635 635 635 635 3.2' •� ].DOLAN 640 640 CHECKED BY —/l:: PR POSE 20.3' 16.8' :• 7.DOLAN CAST-I -PLAC SCALE RETAINING WAL • ASSHOWN • 14.27' F � 630 630 630 630 48" RCP @ 4.9 % • 635 635 EXISTING GRADE z 625 625 625 625 O W 3 630 630 � ROP. RIP I ~ Z w R P APRON PROP. RIP < ° J -� I Q a u r RAP APRON p O PROP. RIP Q 620 89.16' F 620 620 620 RAP APRON z Z 54" RCP @ 5.7 % 51.12' OF 625 625 W Q 1' E BED. J 54" R P@ 28% J o EXISTING GRA E 60.9 ' OF C� 1' EMBED. EXISTIN GRA E U J V E BED. 48" RCP @ 4 55% w Z a 89.16 LF OF 54 RCP 51.12 LF OF 54" RCP u Lu z 'E 615 615 615 615 60.97 LF OF 48" RCP Q 620 620 0 O = z M � 00 ON a/ V O Cpoq � � Q) Oa � M O O00 0p CNp � CNp � Cp � � � � rl Cps O W cfl cfl -0+50 0+00 1+00 1+50 -0+25 0+00 1+00 1+20 -0+50 0+00 1+00 1+20 E CULVERT 1 PROFILE SCALE 1"=50' CULVERT 2 PROFILE CULVERT 3 PROFILE • JOB NO. HORIZ SCALE:1"=50' HORIZ SCALE:1"=50' HORIZ SCALE:1"=50' 47655 VERT SCALE 1"=5' 0 VERT SCALE 1"=5' VERT SCALE 1"=5' ' ' c SHEET NO. R i 50' 100' 12.3 655 655 655 655 655 655 655 655 PRO OSED 13RADE -E (FOP OF WALL) PROPOSED GRADE PROPOSED GRADE PROPOSE GRA E z E ( OP OF ALL) (T P OF WALL) (TOP F WAL ) w o � o u 2�o 650 :. '. 650 650 650 650 ti.:.s`:;,ti: ' x, 650 650 650 k'•1.:��'y�`. {.'�' S.: :�.�����5•'*''�.: �,�,..{`: �,'.�SA::5'.'�_,;ti S;'y �•Y't•SScS'•.i';:.5'S{i N �ti a ,.5s.,45' :5:�. 4:'ti.."1. y:yti i.•ti�. `.Y�, ,4„ 45•;,... .5:...•y.'r F a,co 645 645 645 : ;.. ;, 645 645 h: • : 645 'y s , ' '. ,..: ,� , sh�''•�?:,'• ,';:' . .. �;. 645 ,.. . :•: :� 645 ui •'� ,•�.4 .h�t'•.�•i :4: +';•5:"{,'..'.'�� .:1•.YS. <.-i5"*{K:�.{.. .:,....V.:S,S4•:. .'G.,�� � 5 .�,:�5::;,,`".Y,•�� .�, ... ..� :,,��?..�5 :; �.',.��.,.,'SS'',•1••..S%. .h'S ti':.�1..1�.S'..4:, .• � •�:Si� ..':: 15'.••.". 5�,'L'.,'•,.k'!'' �1:.«5• '.',.:�. i�:S .,` " :.,Yi.':5;.'1..•' O� 640 ''s. ' .¢'.ti. 640 640 " ' .. 640 640 .: :: .:,:.:.. 640 640 k'. 640 ;:. PROPOSED :. . ',-y'•,M1 s...: • :ti•;; 4,'':K.:. .5. 1 ,,.:.5,• .... h .•Af4,i'f� .. .'.4:.�4a1 5:.•..1'..A�.�S PROPOSED ' is ;�s•�K . . . .'. .. ..,•�,•�`• `' "`.�:,•,,, .,.s > x. . . .; CAST-IN-PLACE 5:s'�: ;'''+: i:.',.•. '• •,,'. y, DATE � .: :u'"{' ;',• ^;. ?5'::i':,;,..':.:::r �: AST-IN-PLACE o ..s S•.?: y ,... sy-. , 1210512022 RETAINING WALL Y i: :s'",:.. ,:.,,..',«', ',. • s.. �5:.:(`5.; ..�;�4.:'.�:. RETAINING WALL 4. 5!� , 'ti,�,•{."K'' K b .'y lv .K •,...S DRAWN BY 4.).{•'.hJy.:.y.y':y1,,:.y' _ h:.+,,:..,xiYS'.• ',{":,h .:2YY ti:' ..7•�4 J.DOLAN 5.,2'•5',•1. •5.';5: :"• � 5� ..4'�..{. 1 ..'•4Y:,`'',.•Y:•.:L• .:,K�4 t.:; 635 635 635 " :. `` 635 635 ' `"' 635 :y '::.,s ti 'Y S y DESIGNED BY �, ,. 5 ., ,�:.: ., •t •.5,. ��. .,. . :.,� 635 �. :s�''*: ,.::,•.: 635 • J.DOLAN '•.i5 :'.1;SY..ifi , '.: �, fi•:,.K ,.,{5. .•J"Si` •�:yl,''.S , +i..'S.s • . ., •• `!5•' '. r ��•. .. 'ylb.,� • CHECKED BY IDOLAN SS'.:,��'•,(•:•y.,.,+:.ti y<. •• `!ti's::,�3::�_,{%�Y 5� •{5:2' S;.%,. .3. •s,: ,.�5, •.a. •ti:•R:. ,.� ..h.. Y�. 'S` .. :5 �• •. i.. 1 Y`5,. .1��}.,... • • SCALE _)S•i y ;••S.r. 1.: X, � AS SHOWN 630 �:,: ' :ti, 630 630 X:.':;.,.; '' ., 630 630 = :' ' 630 630 ':'" 630 • -Y.S 625 625 625 : '',.::''° 625 625 5 625 625 �'' 625 Lu PROP. 54' RCP 4.`°.:.;: ,:�.g:' , {..+.4: E CULVER P OP. 54 'x:•,,:'K.; p� � w r ° PROP. 54' EXIS ING GRADE J g XISTIP G GRADE RCP C LVERT 5' + � Q a LL EXISTING C5h RCP C LVER ,..•.,"K` ' ° a 0 . 620 620 620 620 620 620 620 620 Q o a Z z � u � w � a coo � � cow MI N � � � EXISTING RA DE J o 00 � �i d �i o 0) PROP. 5 " (7 cNoQ � D cNo � c`yo � z Q0 N RCP CU VERT J f zm � a wYz 615 615 > � u' E � R -0+25 0+00 0+75 -0+25 0+00 0+75 660 = zz CULVERT 1 W PROFILE O > HORIZ SCALE:1"=50' CULVERT 1 E PROFILE CULVERT 2 W PROFILELL. W VERT SCALE 1"=5' HORIZ SCALE:1"=50' f HORIZ SCALE:1"=50' VERT SCALE 1"=5' VERT SCALE 1"=5' CULVERT 2 E PROFILE r SCALE 1"=50' HORIZ SCALE:1"=50' IDB NO. - NOR VERT SCALE 1"=5' 47655 0 50' 100' I SHEET NO. _ CW12.4 660 660 �o PROPOSED GRADE E (TOP OF WALL) Ur 3 c5 a 1 S•. 655 ,...q,-+'' S..:.; . , 655 moo� � �� o OR zo ' '•:••1; 3a�aE z ��K�S•S,t; 5] o CC t z 650 ,.:... . s: 650 {: 0 x U 645 <. • ���°-s.';�s.��¢:.;. 645 z a PROPOSED ..n.,:•M1 ^4,� ,.. DATE 5.K o 1210512022 '+�,$;.y4S•l.ti Ky''�ti•,'• CAST-IN-PLACE RETAINING WALL DRAWN BY J.DOLAN DESIGNED BY ,..tt •5•'�'y..fi.:.,;MKS': • CHECKED BY ;5.•.5: .•.5,...�. .'� :' • SCALE q y .'1•,h 5,S M1.. ..t:•.ti t.y't)`'.�,'� � AS SHOWN 635 A. a:'; `:,`.` 635 � S 630 .,:f. ..�: 630 O W 3 W O J aaur EXISTING GRADE d = O o a - 625 625 z Z w Z < J o � PROP. 48" RCP CULVERT Z Z Q z > L) le w E 620 620 Q z cow nL0 O cy ,—, � � � � LaL w z -0+25 0+00 0+75 E CULVERT 3 N PROFILE SCALE 1"=50' / JOB NO. HORIZ SCALE:1"=50' r 47655 now VERT SCALE 1"=5' SHEET NO. 0 50' 100' ' R CWI 2.5 s \ I I MH4 K- \F k 1 / ' I I I / r I I ' TEMPORARY STREAM IMPACT 4a EF I I I ► / I I 1 I I I EXISTING AERIAL CROSSING PIER CONSTRUCTION E PERENNIAL 24 LF 349 SF m zo \\\ \ \ \ I I I I I I 1 I I I I I STREAM I lI M H 1 E I I I I ► ..( , W�U�U 1+S 68 I STORMWATER \ I IIII Q.Q h 3avx- EXISTINV\ \ \\\ \ I R ESMT 11 I ,I I i I ► I i I MP PROP. CONC. IER ok5o INTERMITTENT\ \\ I I I I I I I I I STREAM ► �,° I o Sa. I I I I I I I I i o S \\ / / v �o w 1 1 C I I I 1 I1 \ I ' \ R sit 11 lilt/TEMP. I : / 11 lli Oil l ill �� w H-1A J ' 4 I I I PERMANENT(NO-LOSS)STREAM IMPACT 4b II I I I I RECEIVING 1 1 I I \11 IIII III 1= R• / — — — I II1 i I BANK STABILZATION ul PIT \ I I 1 11 T `` \ - - I I —Ll:j 15 LF 180 SF o MH5 I 1111/ 11/ 1 1 � :111 \ \\ \ \ / III �2 � �I I � IeI I �I I o I I 1111 1111�\t — Z 625 625 Z 0 MH1A DATE MH5 TOP 599.95 0 1210512022 TOP 614.54 605 INV IN 596.43 (SW) 605 DRAWN BY INV IN 604.75 (SW) DIP TO STEEL INV OUT 596.23 (NE) 1.DOLAN INV OUT 604.55 (N) PIPE OUPLING DEPTH 3.72' •� �IGNED By 620 OLAI DEPTH 10.01' MH4 (5' DIA ETER) EXIISTING TOB MH1 (DOGHOUSE CHECKED BY TOP 621.00 MANHOLE • J.DOLAN INV IN 603.4 (S) 600 600 W/OUTSIDE DROP) SCALE j • AS SHOWN INV OUT 603 26 (E) -� / TOP 601.03 • DEPTH 17.7 ' INV IN 595.45 (SW) 615 615 DIP PIPE INV IN 591.55 INV OUT 591.55 DEPTH 10.31' _ 595 - — 595 EXISTING G z ' I-FtPROP. RIP P R Lu 610 610 FOR BANK STABILIZATION / (; 8" HIGHS RENGTH O STEEL PRE PER CW STD. I l TEMPORAR BORE PIT az cn E Lu O J a 590 590 Q U L 2' MI 4' PROP. CONC. PIER r1 = p . Qo a = 605 605 Z U rt z ; W F z Q 16" STE L CASING PIPE f 5 ' a ` J o 3 J 585 5, 585 z Z Q TEMPORARY RECEIVI G PIT z I-I-I Y z > W w E 600 600 582 582 Q rt 2 o c Lo 0O Qo M oo � w -0+50 0+00 1+00 1+50 -0+50 0+00 1+00 2+00 E SEWER BORING PROFILE SCALE 1°=50' AERIAL CREEK CROSSING PROFILEkk - HORIZ SCALE:1"=50' HORIZ SCALE:1"=50' 47655 VERT SCALE 1"=5' 0 50' 100' VERT SCALE 1"=5' ' r 1111T ND. R CWr 2.6 a- f7pk. NON-MVASIVE PERMANENT SEEDING z E RECOMMENDATIONS FOR FALL °'E NON-INVASIVE PERMANENT SEEDING RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING NON-INVASIVE PERMANENT SEEDING SEEDING MIXTURE SEEDING MIXTURE a w t 3 RECOMMENDATIONS FOR SUMMER Species Rate `-';°o LL TABLE 6.10a TABLE 6.10b TABLE 6.10c Species Rate SEEDING MIXTURE Hard lslbsra re oN�� i Switchgrass 2.5-3.5 IbsJauu' p F v M v Centipede 5lbs/acm Species Rate Indian Grass 5-7 Ituilacre' z c ^c WINTER AND EARLY SPRING SUMMER FALL Indian wddddats ,s-2 s IbsJacre radian Woodoats 1.5-2.5 It s acts' Big 9luestam 5-7 lbs/acro' Virginia Wild Rye 4-6 Ibs/aae" Virginia Wild Rye 4-6 Itis/sire' Indian Woodoats 1 5-2.5 Ibslaere• <°"` Table 6.t0a Table 6.10a Temporary Seeding Specifications for Summer Table B.IOa Temporary Seeding Specifications for Fall x v LL o z Virginia Wild Rye 4-61bWacre' o v+o" O Temporary Seeding Specifications Seeding Mixture Spades Rate(Iblacre) 'Depending upon mix with other species.See table 6.11 d 'Depending upon mix with other species. 1. r a for Winter and Early Spring Seeding Mixture Spades Rate(Iblacre) Grain from Chapter 6 of the NC Erosion and Sediment Control See table 6.11.d Rom Chapter 6 of the NC v N s Rya 30 'Depending upon mix with other apaches.See table 6.11.0 from u German Millet 15 Planning and Design Manual Erosion and Sediment Control Planning Chapter 6 of the NC Erosion and Sediment Control Planning and o z w Seeding Mixture Spades Rate(Iblacre) In the Piedmont and Mountains,asmall-stemmed sundangrass may and Desl n Manual. o In the Piedmont and Mountains,a small-stemmed sundangrass may 9 Design Manual Rye Grain 3U be substituted at a rate of 501blacre. be substituted et a rate of 501b/sire. Seeding Dates g z Seeding Dates Coastal or Eastern Piedmont for Centipede-Sept.1•May 1 Seeding Dates Seeding Dates ° o Seeding Dates Seeding Dates Coastal and Piedmont for Indian Woodoats and Virginia Mountains-July 15-Aug 15 w Mountains 15-Atg o 15-Dec Mountains-Hard Fescue-Aug t-June 1 Mountains>2500 fL 15-Feb to 15-May Mountains 15-May to 15-Aug Coastal Plain and 15-A to 30-Dee Will Rye-Feb 15•April 1 Piedmont-Aug 15.Oct 15 <2500 ft. t-Feb to 1-Ma Piedmont 1-May to 15-Au � I Mountains-and Coastal- Indian Grass.Big Bluestein-Dec t-April 15 Y g Piedmont Mountains for Indian Woodoats and Virginia WIKI Rye- Piedmad and Cdastat-Switchgrass.Indian Grass,8g Bluaslem- Piedmtmt 1Jan to 1-May Coastal Plain 15-Apr to 15-Aug March 1-May 15 Maintenance: Coastal Plain 1-Dec to 15-Apr Soil Amendments Indian Woodoets and Virginia Wild Rye Dec 1-April 1 Follow recommendations of soil tests or apply 2 tonfacre ground Maintenance: are both sun and shade tolerant. Coastal.Indian Wrxxtdats and Virginia Wild Rye-Sept 1-Nov 1 c Soil Amendments Soil Amendments o agricultural limestone and 7501blaere 10-10-10 fenilizee Significant maintenance may be required to obtain desired Follow recommendations of soil fasts or apply 2 onlacre ground Follow recommendabons of soil teals or apply 2 tonlacre ground g Y eq Maintenance: i, agricultural limestone and 7501b/acre 10-10-10 fertiliser Mulch cover once centiplede,is planted.Acceptable for sodding. Hard Fescue is not recommended for slopes>5% Prefers shade. o agricultural limestone and 750 Iblacre 10.10.10 fertilizer agricultural 4,000 Ib/acre straw.Anchor straw by tacking with asphalt SEED BED PREPARATION: _ Mulch netting or a mulch anchoring tool.Use 400 gallons of tack per acre LIMING-A lime oknaMln to sou toll remmmendnimhs.if tne 4,000 Ib/acre straw.Anchor straw by tacking with asphalt, or straw covered with oiled netlin Apply 9 I H(stdlty)of the ail is not known,an apMbelan of ground aryKuiwrat limestone at me rate W 1 to 1 I onuacro on rnerae-mifurad o Apply 4,000 Iblacre straw.Anchor straw by tacking with asphalt, nefting or a mulch anchoring tool.Use 400 gallons of tack per acre Pi g seas and 2.3 tonsraae an fine-leatured so is is uavaliy sum vent Apply install"Jose"end Incorporate late the top 4-0 I 1105 of sal SW.s y lh a pH air e a tNgller nebd not be Mond. w netting or a mulch anchoring tool.Use 40D gallons of tack per acre or straw covered with pinned netting. Maintenance FERTILIZER-ease appleratbn rates on eon wsta vAedn mew pie nlyt possmle.apply a 10.10-10 grader lemlaer at roil-1.000 Itunce Br.T tenMca and lime should be nrnrporated Iola tree top 4-6 or straw covered with pinned netting. Repair and refertilize damaged areas immediately.Topdress with mrhas of sea.it a oyareubc sooder a used,do net mu sews and to Main,more then 30 mmule.enfold application Q Maintenance 5911b/acre of nitrogen in March.If ft is necessary t0 extent SURFACE ROUGHENING If rircrim litlaten oucial-ons hove lesuaed e a:,I a fmsd surface lotig gwmd,llonmg may nor on m excepl to basal,w brae clods It ranfsg causes MI wassail to 0 Maintenance Referiilize If growth is not fully adequate.Reseed,refertilize and become reeked a udsred,loosen It rue+pno,to waiting by raking,he—Ing.a finer suitable methods for fine grading The his aMd grade shall as a smooth a nRn sM surf—WiIn a loosen o Refedflize if growth is not fully adequate.Reseed,refertilize and mulch immediately toilovilin erosion or damage. temporary rover beyond June 15,tyvarseed with 501b/acre Kobe g y grades are commod era `^ g ly eq 9 a9 seedbed one texture All c ridges and depresseons shell be removM one flYcd b prowM Me approved strlaca drainage Planting Is to the done,mmedlaal after hnleMld mulch immediately following erosion or damage. (Piedmont and Coastal Plain) > late February or early March sak<lbad preparation Is completed �. DATE NOTES oo 12/OS/2022 1. Pennanont seedmg.seodding or am mo the,moans of to bo—h e.me mguved when 0construtban work Is[dmpisI accorong eke m to NPDE S befrene'e faolti 2 A North Carolina Department er Agrkcuaom MIS IMt for egUell Ik Nosy rem m Wndod to to eb43umd for all areas In be saodM songged,mown or picot k PERMANENT SEED MIX ERNST CONSERVATION SEEDS NC PIEDMONT FACW MIX OR APPROVED EQUAL BY DESIGNER 3 the a sewing mix that Will woduce fast grewmg nurse croos and includes nor Invasive species that will evenlually provide a permenenn wowelcdsw Sol bamliels(my be used in law of niaae DBA W N BY APPLICATION RATE 20 LBS/AC.TO BE PLANTED IN ALL DISTURBED WETLAND AND RIPARIAN AREAS. crops.Mel.rack or enmp mulch,as neaided to sweilze seeded areas Imhu rant establishment MUlrh must be Rallied umfomay Over me sag with a ca"r denary of at least 80% J.DOLAN 4. Ground tslwv slag be mslMained until Pemtlanenl vegetalinn is 6$WWWW and statue against accelerated erosion. • PLASTIC NETTING SHOULD NOT BE USED WITHIN WETLANDS R STREAMS DESIGNED BY �e�y •�'�Fwr..rv�ah PERMANENT SEEDING RECOMMENDATIONS ].DOLAN • CHECKED BY J.DOLAN • • SCALE - TEMPORARY SEEDING SCHEDULES NTS PERMANENT SEEDING SCHEDULES NTS - - AS SHOW APPROVED SEDIMENT FILTERING DEVICE (SEDIMENT FILTER BAG). PROVIDE Contractor will follow the following construction sequence: POSITIVE DRAINAGE FROM SEDIMENT STREAM DIVERSION PUMP uwORonoraaE FILTER BAG TO STREAM. DISCHARGE HOSES a`saw`N aNO NPgNar - P Contractor shall notify the Mecklenburg County Department of Public 4' INTAKE HOSE z ' DISCHARGE ONTO DEWATERING PUMP - f tart f ark during period f time - STABLE RIPRAP P PAD TO PREVENT ..•....•.. Utilities 48 hours in advance o s o w n cu e o t- 1 y /*`;o L1J O SCOUR HOLE ..,�''�'..- jti~:[e(a,.`�.S•�j'1�,;'.,,.�,.51ftEIMBANK with no rain in the forecast. �- �' a' � �'�o �aeReEam,.LelrR,r�,e.a�a�. � F- — • Prior to start of work,contractor shall have all materials and 1 ,$ _ � `N Q a �° equ►pment on-site. For utility crossings with casings,the carrier pipe o HOSES SUMP-HOLE FOR POOL shall be installed within the casing pipe prior to any open cut activities. RE EnaRa�HEp ,.eEReeNr 4�' y � mr INTAK E (D FLO�- SEDIMENT CLEAN WATER sracrfr+sranxa " Pu'"n"O sc"saute O DIKE DIKE arOc rare sPEaEs to 9E sl�nslxaaaE ' moaexie " (n � �..._ _ (12'TO 18•DEEP,2-FT DIAMETER) Contractor shall install a temporary coffer dam on the upstream side of .TMR� �� � ,;k�:;..•v:.;..c:-.-.';::.' Kerr-i .-', �,;.i'-d :>�„,,..:a:•,i-' .. -' � a n pump water around the open cut area to w„ m r.< the proposed crossing and um o e ��, Q � 'Ea Z � the downstream side. n Rai apu� - N'ORK AREA LENGTH NOT TO IXCEED THAT^ IH uyE uasn'acy 7 r WHICH CAN BE COMPLETED IN ONE DAY T a Contractor shall place the culvert or utility casing with carrier pipe at a maw LU D L CY elevations shown on the approved plans and backfill in accordance ( ,w.—ORks— °` e J o w 3 IELIPORARV PUMP ARIX1N0 SEUIIEN(a• - a with Mecklenburg County Department of Public Utilities specifications. • •eoeoe••o .a�x 1.SET UP PUMP MTH SUCTION AND DISCHARGE HOSE. "�.,.,•,e 2 INSTALL UP-STREAM SANDBAG DAM. • Contractor shall restore channel and seed and stabilize any disturbance 1Q1°"��" m 3.INSTALL DOWN-STREAM SANDBAG DAM. aras.r�� ' c�vxmlp� w w v o j 4.THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM. with native species within 24-hours of start of work. "m"ef -- � o ll 5.STREAMBANKS MUST BE STABILIZED AT THE END OF EACH DAY. IurraoRlaw.l.•. W y -g NOTES: > W O E 1.SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA,AND STREAM FLOW z o" U LIVE STAKING(MULTIPLE ROW) to SHALL BE PUMPED AROUND THE WORK AREA.THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER SPACING DETAIL FOR MAJOR REINFORCED SOIL LIFT DETAIL FOR Q u 8 to CONSTRUCTED OF RIPRAP OR SANDBAGS. STREAM BANK RESTORATIONS MAJOR STREAM BANK RESTORATIONS O `m Q0 2.WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER _ "air ro Norro....,. APPROVED DEVICE THE MEASURE SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW THE Ur DOWNSTREAM SANDBAG DIKE MTHOUT CAUSING FURTHER EROSION BETWEEN THE SEDIMENT FILTER BAG AND THE STREAMBANK. _ __ Pi- F1 Q _ Q net TEMPORARY PUMP AROUND =ti R"r'K"m•^°aef a° 0 - = - akaWww o 0 � �/r Blackberry V — Elderberry j.N JI WUMl aSpONNE ' PBLTEIHYIFaE nW o Hcs pvPj uamka lremnmaaeef - 2OffS: nark trva•araewadwl Birk Willow v (d OR N PIPING RPE - STRF/ae 8 ud8o Silky aogwootl HOR PNIerS PNp POLYETrvaleE FlW 1 Wool Grass `o (D P SLgy p 'RM kwelwcerl ?y LL eve.P.`�Ei— m LO e.assTPRINT OF sacra FOR aapmONu ENEROr PLANTING SCHEDULE FOR MAJOR _ L17 aoET PRIOR TO RERHR raw Ter STREAM BANK RESTORATIONS ' sRraa. ' LOB NO. crF TEMPORARY STREAM BYPASS PUMP) 2 L. �47655 a Appendix D WILDLANDS IS HOLDINGS Catawba Stream Credits Statement of Availability May 25, 2023 Fairhaven Glen LLC Attn:Jonathan Nesburg 7447 University Avenue, Suite 210 Middleton, WI 53562 RE: Availability of Stream Credits for the "Fairhaven Glen Apartments" project Bank Name: Wildlands Catawba 01 Umbrella Mitigation Bank: Firestone Mitigation Site and Double Rock Mitigation Site Bank Sites: Firestone Mitigation Site/ Double Rock Mitigation Site Bank Sponsor: Wildlands Holdings VI, LLC USACE Action ID No.: SAW-2020-01534/SAW-2020-01532 Permittee: Fairhaven Glen LLC Stream Credits Needed: 387 LF Stream Credits Available:856 LF Catawba 03050101 River Basin Dear Mr. Nesburg, Wildlands Holdings VI, LLC, owned and operated by Wildlands Engineering, Inc., currently has sufficient stream credits from the Wildlands Catawba 01 Umbrella Mitigation Bank: Firestone Mitigation Site and Double Rock Mitigation Site to satisfy the stream mitigation requirements related to the above-mentioned project. The project is located within the Catawba River Basin of the service area (HUC 03050101) of the Bank. This letter is simply a statement of availability of credits as of the date written. It is neither a guarantee of future credit availability, nor a guarantee of credit pricing. Credits are sold on a first come, first serve basis at the Bank's price at the time an invoice is requested. Invoices reserve both the credits and the price for a period of 30 days. Credits and associated pricing may be reserved for up to 6 months with a signed reservation agreement and a 10%deposit. Final transfer of the credits will be made upon receipt of a copy of the US Army Corps of Engineers Compensatory Mitigation Responsibility Transfer Form approving the Stream and/or wetland mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holdings VI, LLC. We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at (704) 332- 7754 x114 or cbrunick@wildlandseng.com if you have any questions or need any additional information. Wildlands Holdings VI,LLC • Wildlands Engineering,Inc • 1430 South Mint Street,Suite 104,Charlotte,NC 28203 WILDLANDS HOLDINGS Sincerely, Camden M. Brunick Wildlands Engineering, Inc. Mitigation Credit Sales cbrunick@wildlandseng.com O: (704) 332-77S4 ext. 114 M: (919) 219-6162 Cc: Ms. Meagan Jolly, Regulatory Agent I USACE Wildlands Holdings VI,LLC • Wildlands Engineering,Inc • 1430 South Mint Street,Suite 104,Charlotte,NC 28203 NC SAM FIELD ASSESSMENT FORM Stream B Accompanies User Manual Version 2.1 USACE AID#: NCDWR#: INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5-minute topographic quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and number all reaches on the attached map,and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions and explanations of requested information. Record in the"Notes/Sketch"section if supplementary measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant. NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA(do not need to be within the assessment area). PROJECT/SITE INFORMATION: 1. Project name(if any): Fairhaven Glen 2. Date of evaluation: 07-13-2021 3.Applicant/owner name: Commonwealth Development Group 4.Assessor name/organization: Sydni Law-Timmons Group 5.County: Mecklenburg 6. Nearest named water body 7. River basin: Catawba on USGS 7.5-minute quad: Kings Branch 8.Site coordinates(decimal degrees,at lower end of assessment reach): 35.141725,-80.890566 STREAM INFORMATION: (depth and width can be approximations) 9.Site number(show on attached map): SAM-40D1-1 10. Length of assessment reach evaluated (feet): 360 11. Channel depth from bed (in riffle, if present)to top of bank(feet): 3 ❑Unable to assess channel depth. 12. Channel width at top of bank(feet): 5 13. Is assessment reach a swamp steam? ❑Yes ❑No 14. Feature type: ❑Perennial flow ®Intermittent flow ❑Tidal Marsh Stream STREAM CATEGORY INFORMATION: 15. NC SAM Zone: ❑ Mountains(M) ® Piedmont(P) ❑ Inner Coastal Plain(I) ❑Outer Coastal Plain (0) 16. Estimated geomorphic ®A\ , ❑B valley shape(skip for Tidal Marsh Stream): (more sinuous stream,flatter valley slope) (less sinuous stream,steeper valley slope) 17.Watershed size: (skip ®Size 1 (<0.1 mil) ❑Size 2(0.1 to<0.5 mil) ❑Size 3(0.5 to<5 mil) ❑Size 4(>_5 mil) for Tidal Marsh Stream) ADDITIONAL INFORMATION: 18.Were regulatory considerations evaluated? ®Yes ❑No If Yes,check all that apply to the assessment area. ❑Section 10 water ❑Classified Trout Waters ❑Water Supply Watershed (❑I ❑II ❑III ❑IV ❑V) ❑Essential Fish Habitat ❑Primary Nursery Area ❑ High Quality Waters/Outstanding Resource Waters ❑Publicly owned property ❑NCDWR Riparian buffer rule in effect ❑Nutrient Sensitive Waters ❑Anadromous fish ❑303(d)List ❑CAMA Area of Environmental Concern(AEC) ❑Documented presence of a federal and/or state listed protected species within the assessment area. List species: ❑Designated Critical Habitat(list species) 19.Are additional stream information/supplementary information/supplementary measurements included in"Notes/Sketch"section or attached? ®Yes ❑No 1. Channel Water-assessment reach metric(skip for Size 1 streams and Tidal Marsh Streams) ®A Water throughout assessment reach. ❑B No flow,water in pools only. ❑C No water in assessment reach. 2. Evidence of Flow Restriction-assessment reach metric ❑A At least 10% of assessment reach in-stream habitat or riffle-pool sequence is severely affected by a flow restriction or fill to the point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within the assessment reach(examples: undersized or perched culverts,causeways that constrict the channel,tidal gates,debris jams, beaver dams). ®B Not 3. Feature Pattern-assessment reach metric ❑A A majority of the assessment reach has altered pattern(examples:straightening, modification above or below culvert). ®B Not 4. Feature Longitudinal Profile-assessment reach metric ❑A Majority of assessment reach has a substantially altered stream profile(examples: channel down-cutting,existing damming,over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these disturbances). ®B Not 5. Signs of Active Instability-assessment reach metric Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include active bank failure,active channel down-cutting(head-cut),active widening,and artificial hardening(such as concrete,gabion, rip-rap). ❑A < 10%of channel unstable ®B 10 to 25%of channel unstable ❑C >25%of channel unstable 6. Streamside Area Interaction—streamside area metric Consider for the Left Bank(LB)and the Right Bank(RB). LB RB ®A ❑A Little or no evidence of conditions that adversely affect reference interaction ❑B ❑B Moderate evidence of conditions (examples: berms, levees, down-cutting, aggradation, dredging)that adversely affect reference interaction(examples: limited streamside area access,disruption of flood flows through streamside area,leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching[including mosquito ditching]) ❑C ®C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access [examples: causeways with floodplain and channel constriction,bulkheads,retaining walls,fill,stream incision,disruption of flood flows through streamside area]or too much floodplain/intertidal zone access[examples:impoundments,intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a man-made feature on an interstream divide 7. Water Quality Stressors—assessment reach/intertidal zone metric Check all that apply. ❑A Discolored water in stream or intertidal zone(milky white, blue, unnatural water discoloration, oil sheen, stream foam) ®B Excessive sedimentation(burying of stream features or intertidal zone) ❑C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem ❑D Odor(not including natural sulfide odors) ❑E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in "Notes/Sketch" section. ❑F Livestock with access to stream or intertidal zone ❑G Excessive algae in stream or intertidal zone ❑H Degraded marsh vegetation in the intertidal zone(removal, burning, regular mowing,destruction,etc) ❑1 Other: (explain in"Notes/Sketch"section) ❑J Little to no stressors 8. Recent Weather—watershed metric(skip for Tidal Marsh Streams) For Size 1 or 2 streams,D1 drought or higher is considered a drought;for Size 3 or 4 streams, D2 drought or higher is considered a drought. ®A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours ❑B Drought conditions and rainfall exceeding 1 inch within the last 48 hours ❑C No drought conditions 9. Large or Dangerous Stream—assessment reach metric ❑Yes ®No Is stream is too large or dangerous to assess? If Yes,skip to Metric 13(Streamside Area Ground Surface Condition). 10. Natural In-stream Habitat Types—assessment reach metric 10a. ❑Yes ❑No Degraded in-stream habitat over majority of the assessment reach (examples of stressors include excessive sedimentation, mining, excavation, in-stream hardening [for example, rip-rap], recent dredging, and snagging) (evaluate for Size 4 Coastal Plain streams only,then skip to Metric 12) 10b. Check all that occur(occurs if>5%coverage of assessment reach)(skip for Size 4 Coastal Plain streams) ❑A Multiple aquatic macrophytes and aquatic mosses 0 ❑F 5%oysters or other natural hard bottoms (include liverworts, lichens, and algal mats) CO ❑G Submerged aquatic vegetation ®B Multiple sticks and/or leaf packs and/or emergent o Y ❑H Low-tide refugia(pools) vegetation Y LC ❑l Sand bottom ❑C Multiple snags and logs(including lap trees) t ❑J 5%vertical bank along the marsh ❑D 5% undercut banks and/or root mats and/or roots ❑K Little or no habitat in banks extend to the normal wetted perimeter ❑E Little or no habitat *********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS**************************** 11. Bedform and Substrate—assessment reach metric(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 1la. ❑Yes ®No Is assessment reach in a natural sand-bed stream?(skip for Coastal Plain streams) 11b. Bedform evaluated. Check the appropriate box(es). ®A Riffle-run section(evaluate 11c) ❑B Pool-glide section(evaluate 11d) ❑C Natural bedform absent(skip to Metric 12,Aquatic Life) 11 c. In riffle sections,check all that occur below the normal wetted perimeter of the assessment reach—whether or not submerged. Check at least one box in each row(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams). Not Present(NP)=absent, Rare (R)= present but< 10%, Common (C)_ > 10-40%, Abundant(A) _ >40-70%, Predominant(P) _ > 70%. Cumulative percentages should not exceed 100%for each assessment reach. NP R C A P ❑ ® ❑ ❑ ❑ Bedrock/saprolite ® ❑ ❑ ❑ ❑ Boulder(256—4096 mm) ® ❑ ❑ ❑ ❑ Cobble(64—256 mm) ® ❑ ❑ ❑ ❑ Gravel (2—64 mm) ❑ ❑ ❑ ❑ ® Sand(.062—2 mm) ❑ ❑ ❑ ® ❑ Silt/clay(<0.062 mm) ❑ ® ❑ ❑ ❑ Detritus ® ❑ ❑ ❑ ❑ Artificial(rip-rap,concrete,etc.) 11d. ❑Yes ❑No Are pools filled with sediment?(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 12. Aquatic Life-assessment reach metric(skip for Tidal Marsh Streams) 12a. ®Yes ❑No Was an in-stream aquatic life assessment performed as described in the User Manual? If No,select one of the following reasons and skip to Metric 13. ❑No Water ❑Other: 12b. ❑Yes ®No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check all that apply. If No, skip to Metric 13. 1 >1 Numbers over columns refer to"individuals"for Size 1 and 2 streams and"taxa"for Size 3 and 4 streams. ❑ ❑Adult frogs ❑ ❑Aquatic reptiles ❑ ❑Aquatic macrophytes and aquatic mosses(include liverworts, lichens,and algal mats) ❑ ❑Beetles ❑ ❑Caddisfly larvae(T) ❑ ❑Asian clam(Corbicula) ❑ ❑Crustacean(isopod/amphipod/crayfish/shrimp) ❑ ❑Damselfly and dragonfly larvae ❑ ❑Dipterans ❑ ❑Mayfly larvae(E) ❑ ❑Megaloptera(alderfly,fishfly,dobsonfly larvae) ❑ ❑Midges/mosquito larvae ❑ ❑Mosquito fish(Gambusia)or mud minnows(Umbra pygmaea) ❑ ❑Mussels/Clams(not Corbicula) ❑ ❑Other fish ❑ ❑Salamanders/tad poles ❑ ❑Snails ❑ ❑Stonefly larvae(P) ❑ ❑Tipulid larvae ❑ ❑Worms/leeches 13. Streamside Area Ground Surface Condition-streamside area metric(skip for Tidal Marsh Streams and B valley types) Consider for the Left Bank(LB)and the Right Bank(RB). Consider storage capacity with regard to both overbank flow and upland runoff. LB RB ®A ❑A Little or no alteration to water storage capacity over a majority of the streamside area ❑B ❑B Moderate alteration to water storage capacity over a majority of the streamside area ❑C ®C Severe alteration to water storage capacity over a majority of the streamside area(examples: ditches,fill,soil compaction, livestock disturbance, buildings, man-made levees,drainage pipes) 14. Streamside Area Water Storage-streamside area metric(skip for Size 1 streams,Tidal Marsh Streams,and B valley types) Consider for the Left Bank(LB)and the Right Bank(RB)of the streamside area. LB RB ❑A ❑A Majority of streamside area with depressions able to pond water>-6 inches deep ❑B ❑B Majority of streamside area with depressions able to pond water 3 to 6 inches deep ®C ®C Majority of streamside area with depressions able to pond water<3 inches deep 15. Wetland Presence-streamside area metric(skip for Tidal Marsh Streams) Consider for the Left Bank(LB)and the Right Bank(RB). Do not consider wetlands outside of the streamside area or within the normal wetted perimeter of assessment reach. LB RB ®Y ❑Y Are wetlands present in the streamside area? ❑N ®N 16. Baseflow Contributors-assessment reach metric(skip for Size 4 streams and Tidal Marsh Streams) Check all contributors within the assessment reach or within view of and draining to the assessment reach. ❑A Streams and/or springs(jurisdictional discharges) ❑B Ponds(include wet detention basins; do not include sediment basins or dry detention basins) ❑C Obstruction passing flow during low-flow periods within the assessment area(beaver dam, leaky dam, bottom-release dam,weir) ®D Evidence of bank seepage or sweating(iron in water indicates seepage) ®E Stream bed or bank soil reduced (dig through deposited sediment if present) ❑F None of the above 17. Baseflow Detractors-assessment area metric(skip for Tidal Marsh Streams) Check all that apply. ❑A Evidence of substantial water withdrawals from the assessment reach(includes areas excavated for pump installation) ❑B Obstruction not passing flow during low-flow periods affecting the assessment reach (ex:watertight dam, sediment deposit) ®C Urban stream(>_24%impervious surface for watershed) ®D Evidence that the streamside area has been modified resulting in accelerated drainage into the assessment reach ❑E Assessment reach relocated to valley edge ❑F None of the above 18. Shading-assessment reach metric(skip for Tidal Marsh Streams) Consider aspect. Consider"leaf-on"condition. ®A Stream shading is appropriate for stream category(may include gaps associated with natural processes) ❑B Degraded(example: scattered trees) ❑C Stream shading is gone or largely absent 19. Buffer Width—streamside area metric(skip for Tidal Marsh Streams) Consider"vegetated buffer"and "wooded buffer"separately for left bank(LB)and right bank(RB)starting at the top of bank out to the first break. Vegetated Wooded LB RB LB RB ®A ®A ®A ❑A >_ 100 feet wide or extends to the edge of the watershed ❑B ❑B ❑B ❑B From 50 to< 100 feet wide ❑C ❑C ❑C ❑C From 30 to<50 feet wide ❑D ❑D ❑D ®D From 10 to<30 feet wide ❑E ❑E ❑E ❑E < 10 feet wide or no trees 20. Buffer Structure—streamside area metric(skip for Tidal Marsh Streams) Consider for left bank(LB)and right bank(RB)for Metric 19("Vegetated" Buffer Width). LB RB ®A ❑A Mature forest ❑B ®B Non-mature woody vegetation or modified vegetation structure ❑C ❑C Herbaceous vegetation with or without a strip of trees< 10 feet wide ❑D ❑D Maintained shrubs ❑E ❑E Little or no vegetation 21. Buffer Stressors—streamside area metric(skip for Tidal Marsh Streams) Check all appropriate boxes for left bank(LB)and right bank(RB). Indicate if listed stressor abuts stream(Abuts),does not abut but is within 30 feet of stream(<30 feet),or is between 30 to 50 feet of stream (30-50 feet). If none of the following stressors occurs on either bank,check here and skip to Metric 22: ❑ Abuts <30 feet 30-50 feet LB RB LB RB LB RB ❑A ❑A ❑A ❑A ❑A ❑A Row crops ❑B ❑B ❑B ®B ❑B ❑B Maintained turf ❑C ❑C ❑C ❑C ❑C ❑C Pasture(no livestock)/commercial horticulture ❑D ❑D ❑D ❑D ❑D ❑D Pasture(active livestock use) 22. Stem Density—streamside area metric(skip for Tidal Marsh Streams) Consider for left bank(LB)and right bank(RB)for Metric 19("Wooded" Buffer Width). LB RB ®A ❑A Medium to high stem density ❑B ®B Low stem density ❑C ❑C No wooded riparian buffer or predominantly herbaceous species or bare ground 23. Continuity of Vegetated Buffer—streamside area metric(skip for Tidal Marsh Streams) Consider whether vegetated buffer is continuous along stream(parallel). Breaks are areas lacking vegetation> 10 feet wide. LB RB ®A ®A The total length of buffer breaks is<25 percent. ❑B ❑B The total length of buffer breaks is between 25 and 50 percent. ❑C ❑C The total length of buffer breaks is>50 percent. 24. Vegetative Composition—streamside area metric(skip for Tidal Marsh Streams) Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first)as it contributes to assessment reach habitat. LB RB ®A ❑A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native species, with non-native invasive species absent or sparse. ❑B ❑B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native species. This may include communities of weedy native species that develop after clear-cutting or clearing or communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or communities missing understory but retaining canopy trees. ❑C ®C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities with non-native invasive species dominant over a large portion of expected strata or communities composed of planted stands of non-characteristic species or communities inappropriately composed of a single species or no vegetation. 25. Conductivity—assessment reach metric(skip for all Coastal Plain streams) 25a. ❑Yes ®No Was conductivity measurement recorded? If No,select one of the following reasons. ❑No Water ®Other: 25b. Check the box corresponding to the conductivity measurement(units of microsiemens per centimeter). ❑A <46 ❑B 46 to<67 ❑C 67 to<79 ❑D 79 to<230 ❑E >_230 Notes/Sketch: Drought conditions on the day of our site visit(July 13,2021)were identified to be in the DO intensity(Abnormally Dry)category.According to the Antecedent Precipitation Tool,data was collected during the Dry Season and conditions were within their normal range. The right bank streamside area was heavily affected by runoff resulting from 1) an adjacent SCM drainageway flowing to the stream from the adjoining multi-family housing development, 2) increased runoff from the adjoining development due to paved roads and parking lots, and 3)a wooded buffer that was largely replaced by maintained lawn,which typically results in increased sheet flow rates due to soil compaction. What remained of the vegetated buffer on along the right bank was largely composed of invasive species(e.g. Chinese privet,glossy privet,Japanese honeysuckle, pokeweed),which comprised over 50%of the vegetative structure. Draft NC SAM Stream Rating Sheet Accompanies User Manual Version 2.1 Stream B Stream Site Name Fairhaven Glen Date of Assessment 07-13-2021 SAM-40Dl-1 Stream Category Pal Assessor Name/Organization Sydni Law-Timmons Group Notes of Field Assessment Form (Y/N) YES Presence of regulatory considerations(Y/N) NO Additional stream information/supplementary measurements included (Y/N) YES NC SAM feature type(perennial, intermittent, Tidal Marsh Stream) Intermittent USACE/ NCDWR Function Class Rating Summary All Streams Intermittent (1)Hydrology MEDIUM MEDIUM (2)Baseflow MEDIUM MEDIUM (2)Flood Flow MEDIUM MEDIUM (3)Streamside Area Attenuation MEDIUM MEDIUM (4)Floodplain Access MEDIUM MEDIUM (4)Wooded Riparian Buffer MEDIUM MEDIUM (4)Microtopography MEDIUM MEDIUM (3)Stream Stability MEDIUM MEDIUM (4)Channel Stability MEDIUM MEDIUM (4)Sediment Transport LOW LOW (4)Stream Geomorphology HIGH HIGH (2)Stream/Intertidal Zone Interaction NA NA (2)Longitudinal Tidal Flow NA NA (2)Tidal Marsh Stream Stability NA NA (3)Tidal Marsh Channel Stability NA NA (3)Tidal Marsh Stream Geomorphology NA NA (1)Water Quality HIGH HIGH (2)Baseflow MEDIUM MEDIUM (2)Streamside Area Vegetation HIGH HIGH (3)Upland Pollutant Filtration HIGH HIGH (3)Thermoregulation HIGH HIGH (2) Indicators of Stressors NO NO (2)Aquatic Life Tolerance OMITTED NA (2) Intertidal Zone Filtration NA NA (1)Habitat LOW HIGH (2) In-stream Habitat LOW MEDIUM (3)Baseflow MEDIUM MEDIUM (3)Substrate LOW LOW (3)Stream Stability MEDIUM MEDIUM (3) In-stream Habitat LOW HIGH (2)Stream-side Habitat HIGH HIGH (3)Stream-side Habitat MEDIUM MEDIUM (3)Thermoregulation HIGH HIGH (2)Tidal Marsh In-stream Habitat NA NA (3)Flow Restriction NA NA (3)Tidal Marsh Stream Stability NA NA (4)Tidal Marsh Channel Stability NA NA (4)Tidal Marsh Stream Geomorphology NA NA (3)Tidal Marsh In-stream Habitat NA NA (2) Intertidal Zone NA NA Overall MEDIUM HIGH NC SAM FIELD ASSESSMENT FORM Stream D Accompanies User Manual Version 2.1 USACE AID#: NCDWR#: INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5-minute topographic quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and number all reaches on the attached map,and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions and explanations of requested information. Record in the"Notes/Sketch"section if supplementary measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant. NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA(do not need to be within the assessment area). PROJECT/SITE INFORMATION: 1. Project name(if any): Fairhaven Glen 2. Date of evaluation: 07-13-2021 3.Applicant/owner name: Commonwealth Development Group 4.Assessor name/organization: Sydni Law-Timmons Group 5.County: Mecklenburg 6. Nearest named water body 7. River basin: Catawba on USGS 7.5-minute quad: Kings Branch 8.Site coordinates(decimal degrees,at lower end of assessment reach): 35.141673,-80.891571 STREAM INFORMATION: (depth and width can be approximations) 9.Site number(show on attached map): SAM-40D1-2 10. Length of assessment reach evaluated (feet): 650 11. Channel depth from bed (in riffle, if present)to top of bank(feet): 1 ❑Unable to assess channel depth. 12. Channel width at top of bank(feet): 5 13. Is assessment reach a swamp steam? ❑Yes ❑No 14. Feature type: ❑Perennial flow ®Intermittent flow ❑Tidal Marsh Stream STREAM CATEGORY INFORMATION: 15. NC SAM Zone: ❑ Mountains(M) ® Piedmont(P) ❑ Inner Coastal Plain(I) ❑Outer Coastal Plain (0) 16. Estimated geomorphic ®A\ , ❑B valley shape(skip for Tidal Marsh Stream): (more sinuous stream,flatter valley slope) (less sinuous stream,steeper valley slope) 17.Watershed size: (skip ®Size 1 (<0.1 mil) ❑Size 2(0.1 to<0.5 mil) ❑Size 3(0.5 to<5 mil) ❑Size 4(>_5 mil) for Tidal Marsh Stream) ADDITIONAL INFORMATION: 18.Were regulatory considerations evaluated? ®Yes ❑No If Yes,check all that apply to the assessment area. ❑Section 10 water ❑Classified Trout Waters ❑Water Supply Watershed (❑I ❑II ❑III ❑IV ❑V) ❑Essential Fish Habitat ❑Primary Nursery Area ❑ High Quality Waters/Outstanding Resource Waters ❑Publicly owned property ❑NCDWR Riparian buffer rule in effect ❑Nutrient Sensitive Waters ❑Anadromous fish ❑303(d)List ❑CAMA Area of Environmental Concern(AEC) ❑Documented presence of a federal and/or state listed protected species within the assessment area. List species: ❑Designated Critical Habitat(list species) 19.Are additional stream information/supplementary information/supplementary measurements included in"Notes/Sketch"section or attached? ❑Yes ®No 1. Channel Water-assessment reach metric(skip for Size 1 streams and Tidal Marsh Streams) ®A Water throughout assessment reach. ❑B No flow,water in pools only. ❑C No water in assessment reach. 2. Evidence of Flow Restriction-assessment reach metric ®A At least 10% of assessment reach in-stream habitat or riffle-pool sequence is severely affected by a flow restriction or fill to the point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within the assessment reach(examples: undersized or perched culverts,causeways that constrict the channel,tidal gates,debris jams, beaver dams). ❑B Not 3. Feature Pattern-assessment reach metric ❑A A majority of the assessment reach has altered pattern(examples:straightening, modification above or below culvert). ®B Not 4. Feature Longitudinal Profile-assessment reach metric ❑A Majority of assessment reach has a substantially altered stream profile(examples: channel down-cutting,existing damming,over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these disturbances). ®B Not 5. Signs of Active Instability-assessment reach metric Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include active bank failure,active channel down-cutting(head-cut),active widening,and artificial hardening(such as concrete,gabion, rip-rap). ®A < 10%of channel unstable ❑B 10 to 25%of channel unstable ❑C >25%of channel unstable 6. Streamside Area Interaction—streamside area metric Consider for the Left Bank(LB)and the Right Bank(RB). LB RB ®A ®A Little or no evidence of conditions that adversely affect reference interaction ❑B ❑B Moderate evidence of conditions (examples: berms, levees, down-cutting, aggradation, dredging)that adversely affect reference interaction(examples: limited streamside area access,disruption of flood flows through streamside area,leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching[including mosquito ditching]) ❑C ❑C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access [examples: causeways with floodplain and channel constriction,bulkheads,retaining walls,fill,stream incision,disruption of flood flows through streamside area]or too much floodplain/intertidal zone access[examples:impoundments,intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a man-made feature on an interstream divide 7. Water Quality Stressors—assessment reach/intertidal zone metric Check all that apply. ❑A Discolored water in stream or intertidal zone(milky white, blue, unnatural water discoloration, oil sheen, stream foam) ®B Excessive sedimentation(burying of stream features or intertidal zone) ❑C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem ❑D Odor(not including natural sulfide odors) ❑E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in "Notes/Sketch" section. ❑F Livestock with access to stream or intertidal zone ❑G Excessive algae in stream or intertidal zone ❑H Degraded marsh vegetation in the intertidal zone(removal, burning, regular mowing,destruction,etc) ❑1 Other: (explain in"Notes/Sketch"section) ❑J Little to no stressors 8. Recent Weather—watershed metric(skip for Tidal Marsh Streams) For Size 1 or 2 streams,D1 drought or higher is considered a drought;for Size 3 or 4 streams, D2 drought or higher is considered a drought. ®A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours ❑B Drought conditions and rainfall exceeding 1 inch within the last 48 hours ❑C No drought conditions 9. Large or Dangerous Stream—assessment reach metric ❑Yes ®No Is stream is too large or dangerous to assess? If Yes,skip to Metric 13(Streamside Area Ground Surface Condition). 10. Natural In-stream Habitat Types—assessment reach metric 10a. ❑Yes ❑No Degraded in-stream habitat over majority of the assessment reach (examples of stressors include excessive sedimentation, mining, excavation, in-stream hardening [for example, rip-rap], recent dredging, and snagging) (evaluate for Size 4 Coastal Plain streams only,then skip to Metric 12) 10b. Check all that occur(occurs if>5%coverage of assessment reach)(skip for Size 4 Coastal Plain streams) ❑A Multiple aquatic macrophytes and aquatic mosses 0 ❑F 5%oysters or other natural hard bottoms (include liverworts, lichens, and algal mats) CO ❑G Submerged aquatic vegetation ®B Multiple sticks and/or leaf packs and/or emergent o Y ❑H Low-tide refugia(pools) vegetation Y LC ❑l Sand bottom ®C Multiple snags and logs(including lap trees) t ❑J 5%vertical bank along the marsh ®D 5% undercut banks and/or root mats and/or roots ❑K Little or no habitat in banks extend to the normal wetted perimeter ❑E Little or no habitat *********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS**************************** 11. Bedform and Substrate—assessment reach metric(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 1la. ❑Yes ®No Is assessment reach in a natural sand-bed stream?(skip for Coastal Plain streams) 11b. Bedform evaluated. Check the appropriate box(es). ®A Riffle-run section(evaluate 11c) ❑B Pool-glide section(evaluate 11d) ❑C Natural bedform absent(skip to Metric 12,Aquatic Life) 11 c. In riffle sections,check all that occur below the normal wetted perimeter of the assessment reach—whether or not submerged. Check at least one box in each row(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams). Not Present(NP)=absent, Rare (R)= present but< 10%, Common (C)_ > 10-40%, Abundant(A) _ >40-70%, Predominant(P) _ > 70%. Cumulative percentages should not exceed 100%for each assessment reach. NP R C A P ❑ ® ❑ ❑ ❑ Bedrock/saprolite ® ❑ ❑ ❑ ❑ Boulder(256—4096 mm) ® ❑ ❑ ❑ ❑ Cobble(64—256 mm) ❑ ® ❑ ❑ ❑ Gravel (2—64 mm) ❑ ❑ ❑ ❑ ® Sand(.062—2 mm) ❑ ❑ ❑ ® ❑ Silt/clay(<0.062 mm) ❑ ® ❑ ❑ ❑ Detritus ® ❑ ❑ ❑ ❑ Artificial(rip-rap,concrete,etc.) 11d. ❑Yes ❑No Are pools filled with sediment?(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 12. Aquatic Life-assessment reach metric(skip for Tidal Marsh Streams) 12a. ®Yes ❑No Was an in-stream aquatic life assessment performed as described in the User Manual? If No,select one of the following reasons and skip to Metric 13. ❑No Water ❑Other: 12b. ❑Yes ®No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check all that apply. If No, skip to Metric 13. 1 >1 Numbers over columns refer to"individuals"for Size 1 and 2 streams and"taxa"for Size 3 and 4 streams. ❑ ❑Adult frogs ❑ ❑Aquatic reptiles ❑ ❑Aquatic macrophytes and aquatic mosses(include liverworts, lichens,and algal mats) ❑ ❑Beetles ❑ ❑Caddisfly larvae(T) ❑ ❑Asian clam(Corbicula) ❑ ❑Crustacean(isopod/amphipod/crayfish/shrimp) ❑ ❑Damselfly and dragonfly larvae ❑ ❑Dipterans ❑ ❑Mayfly larvae(E) ❑ ❑Megaloptera(alderfly,fishfly,dobsonfly larvae) ❑ ❑Midges/mosquito larvae ❑ ❑Mosquito fish(Gambusia)or mud minnows(Umbra pygmaea) ❑ ❑Mussels/Clams(not Corbicula) ❑ ❑Other fish ❑ ❑Salamanders/tad poles ❑ ❑Snails ❑ ❑Stonefly larvae(P) ❑ ❑Tipulid larvae ❑ ❑Worms/leeches 13. Streamside Area Ground Surface Condition-streamside area metric(skip for Tidal Marsh Streams and B valley types) Consider for the Left Bank(LB)and the Right Bank(RB). Consider storage capacity with regard to both overbank flow and upland runoff. LB RB ®A ®A Little or no alteration to water storage capacity over a majority of the streamside area ❑B ❑B Moderate alteration to water storage capacity over a majority of the streamside area ❑C ❑C Severe alteration to water storage capacity over a majority of the streamside area(examples: ditches,fill,soil compaction, livestock disturbance, buildings, man-made levees,drainage pipes) 14. Streamside Area Water Storage-streamside area metric(skip for Size 1 streams,Tidal Marsh Streams,and B valley types) Consider for the Left Bank(LB)and the Right Bank(RB)of the streamside area. LB RB ❑A ❑A Majority of streamside area with depressions able to pond water>-6 inches deep ❑B ❑B Majority of streamside area with depressions able to pond water 3 to 6 inches deep ®C ®C Majority of streamside area with depressions able to pond water<3 inches deep 15. Wetland Presence-streamside area metric(skip for Tidal Marsh Streams) Consider for the Left Bank(LB)and the Right Bank(RB). Do not consider wetlands outside of the streamside area or within the normal wetted perimeter of assessment reach. LB RB ❑Y ❑Y Are wetlands present in the streamside area? ®N ®N 16. Baseflow Contributors-assessment reach metric(skip for Size 4 streams and Tidal Marsh Streams) Check all contributors within the assessment reach or within view of and draining to the assessment reach. ❑A Streams and/or springs(jurisdictional discharges) ❑B Ponds(include wet detention basins; do not include sediment basins or dry detention basins) ❑C Obstruction passing flow during low-flow periods within the assessment area(beaver dam, leaky dam, bottom-release dam,weir) ❑D Evidence of bank seepage or sweating(iron in water indicates seepage) ®E Stream bed or bank soil reduced (dig through deposited sediment if present) ❑F None of the above 17. Baseflow Detractors-assessment area metric(skip for Tidal Marsh Streams) Check all that apply. ❑A Evidence of substantial water withdrawals from the assessment reach(includes areas excavated for pump installation) ®B Obstruction not passing flow during low-flow periods affecting the assessment reach (ex:watertight dam, sediment deposit) ®C Urban stream(>_24%impervious surface for watershed) ❑D Evidence that the streamside area has been modified resulting in accelerated drainage into the assessment reach ❑E Assessment reach relocated to valley edge ❑F None of the above 18. Shading-assessment reach metric(skip for Tidal Marsh Streams) Consider aspect. Consider"leaf-on"condition. ®A Stream shading is appropriate for stream category(may include gaps associated with natural processes) ❑B Degraded(example: scattered trees) ❑C Stream shading is gone or largely absent 19. Buffer Width—streamside area metric(skip for Tidal Marsh Streams) Consider"vegetated buffer"and "wooded buffer"separately for left bank(LB)and right bank(RB)starting at the top of bank out to the first break. Vegetated Wooded LB RB LB RB ®A ®A ®A ®A >_ 100 feet wide or extends to the edge of the watershed ❑B ❑B ❑B ❑B From 50 to< 100 feet wide ❑C ❑C ❑C ❑C From 30 to<50 feet wide ❑D ❑D ❑D ❑D From 10 to<30 feet wide ❑E ❑E ❑E ❑E < 10 feet wide or no trees 20. Buffer Structure—streamside area metric(skip for Tidal Marsh Streams) Consider for left bank(LB)and right bank(RB)for Metric 19("Vegetated" Buffer Width). LB RB ®A ®A Mature forest ❑B ❑B Non-mature woody vegetation or modified vegetation structure ❑C ❑C Herbaceous vegetation with or without a strip of trees< 10 feet wide ❑D ❑D Maintained shrubs ❑E ❑E Little or no vegetation 21. Buffer Stressors—streamside area metric(skip for Tidal Marsh Streams) Check all appropriate boxes for left bank(LB)and right bank(RB). Indicate if listed stressor abuts stream(Abuts),does not abut but is within 30 feet of stream(<30 feet),or is between 30 to 50 feet of stream (30-50 feet). If none of the following stressors occurs on either bank,check here and skip to Metric 22: Abuts <30 feet 30-50 feet LB RB LB RB LB RB ❑A ❑A ❑A ❑A ❑A ❑A Row crops ❑B ❑B ❑B ❑B ❑B ❑B Maintained turf ❑C ❑C ❑C ❑C ❑C ❑C Pasture(no livestock)/commercial horticulture ❑D ❑D ❑D ❑D ❑D ❑D Pasture(active livestock use) 22. Stem Density—streamside area metric(skip for Tidal Marsh Streams) Consider for left bank(LB)and right bank(RB)for Metric 19("Wooded" Buffer Width). LB RB ®A ®A Medium to high stem density ❑B ❑B Low stem density ❑C ❑C No wooded riparian buffer or predominantly herbaceous species or bare ground 23. Continuity of Vegetated Buffer—streamside area metric(skip for Tidal Marsh Streams) Consider whether vegetated buffer is continuous along stream(parallel). Breaks are areas lacking vegetation> 10 feet wide. LB RB ®A ®A The total length of buffer breaks is<25 percent. ❑B ❑B The total length of buffer breaks is between 25 and 50 percent. ❑C ❑C The total length of buffer breaks is>50 percent. 24. Vegetative Composition—streamside area metric(skip for Tidal Marsh Streams) Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first)as it contributes to assessment reach habitat. LB RB ®A ®A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native species, with non-native invasive species absent or sparse. ❑B ❑B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native species. This may include communities of weedy native species that develop after clear-cutting or clearing or communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or communities missing understory but retaining canopy trees. ❑C ❑C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities with non-native invasive species dominant over a large portion of expected strata or communities composed of planted stands of non-characteristic species or communities inappropriately composed of a single species or no vegetation. 25. Conductivity—assessment reach metric(skip for all Coastal Plain streams) 25a. ❑Yes ®No Was conductivity measurement recorded? If No,select one of the following reasons. ❑No Water ❑Other: 25b. Check the box corresponding to the conductivity measurement(units of microsiemens per centimeter). ❑A <46 ❑B 46 to<67 ❑C 67 to<79 ❑D 79 to<230 ❑E >_230 Notes/Sketch: Drought conditions on the day of our site visit(July 13,2021)were identified to be in the DO intensity(Abnormally Dry)category.According to the Antecedent Precipitation Tool,data was collected during the Dry Season and conditions were within their normal range. Excessive sedimentation was observed throughout the stream, filling pools so that pool-glide or riffle-run sequences were largely masked throughout the assessment reach. Sedimentation likely causes impediment to water flow during low flow periods. Draft NC SAM Stream Rating Sheet Accompanies User Manual Version 2.1 Stream D Stream Site Name Fairhaven Glen Date of Assessment 07-13-2021 SAM-40D 1-2 Stream Category Pal Assessor Name/Organization Sydni Law-Timmons Group Notes of Field Assessment Form (Y/N) YES Presence of regulatory considerations(Y/N) NO Additional stream information/supplementary measurements included (Y/N) NO NC SAM feature type(perennial, intermittent, Tidal Marsh Stream) Intermittent USACE/ NCDWR Function Class Rating Summary All Streams Intermittent (1)Hydrology HIGH HIGH (2)Baseflow MEDIUM MEDIUM (2)Flood Flow HIGH HIGH (3)Streamside Area Attenuation HIGH HIGH (4)Floodplain Access HIGH HIGH (4)Wooded Riparian Buffer HIGH HIGH (4)Microtopography HIGH HIGH (3)Stream Stability HIGH HIGH (4)Channel Stability HIGH HIGH (4)Sediment Transport LOW LOW (4)Stream Geomorphology HIGH HIGH (2)Stream/Intertidal Zone Interaction NA NA (2)Longitudinal Tidal Flow NA NA (2)Tidal Marsh Stream Stability NA NA (3)Tidal Marsh Channel Stability NA NA (3)Tidal Marsh Stream Geomorphology NA NA (1)Water Quality HIGH HIGH (2)Baseflow MEDIUM MEDIUM (2)Streamside Area Vegetation HIGH HIGH (3)Upland Pollutant Filtration HIGH HIGH (3)Thermoregulation HIGH HIGH (2) Indicators of Stressors NO NO (2)Aquatic Life Tolerance OMITTED NA (2) Intertidal Zone Filtration NA NA (1)Habitat LOW LOW (2) In-stream Habitat LOW LOW (3)Baseflow MEDIUM MEDIUM (3)Substrate LOW LOW (3)Stream Stability HIGH HIGH (3) In-stream Habitat MEDIUM MEDIUM (2)Stream-side Habitat HIGH HIGH (3)Stream-side Habitat HIGH HIGH (3)Thermoregulation HIGH HIGH (2)Tidal Marsh In-stream Habitat NA NA (3)Flow Restriction NA NA (3)Tidal Marsh Stream Stability NA NA (4)Tidal Marsh Channel Stability NA NA (4)Tidal Marsh Stream Geomorphology NA NA (3)Tidal Marsh In-stream Habitat NA NA (2) Intertidal Zone NA NA Overall HIGH HIGH NC SAM FIELD ASSESSMENT FORM Stream E Accompanies User Manual Version 2.1 USACE AID#: NCDWR#: INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5-minute topographic quadrangle, and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and number all reaches on the attached map,and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions and explanations of requested information. Record in the"Notes/Sketch"section if supplementary measurements were performed. See the NC SAM User Manual for examples of additional measurements that may be relevant. NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA(do not need to be within the assessment area). PROJECT/SITE INFORMATION: 1. Project name(if any): Fairhaven Glen 2. Date of evaluation: 07-13-2021 3.Applicant/owner name: Commonwealth Development Group 4.Assessor name/organization: Sydni Law-Timmons Group 5.County: Mecklenburg 6. Nearest named water body 7. River basin: Catawba on USGS 7.5-minute quad: Kings Branch 8.Site coordinates(decimal degrees,at lower end of assessment reach): 35.141489,-80.891744 STREAM INFORMATION: (depth and width can be approximations) 9.Site number(show on attached map): SAM-40E1-1 10. Length of assessment reach evaluated (feet): 435 11. Channel depth from bed (in riffle, if present)to top of bank(feet): 2 ❑Unable to assess channel depth. 12. Channel width at top of bank(feet): 6 .75 13. Is assessment reach a swamp steam? ❑Yes ❑No 14. Feature type: ❑Perennial flow ®Intermittent flow ❑Tidal Marsh Stream STREAM CATEGORY INFORMATION: 15. NC SAM Zone: ❑ Mountains(M) ® Piedmont(P) ❑ Inner Coastal Plain(I) ❑Outer Coastal Plain (0) 16. Estimated geomorphic ®A\ , ❑B valley shape(skip for Tidal Marsh Stream): (more sinuous stream,flatter valley slope) (less sinuous stream,steeper valley slope) 17.Watershed size: (skip ®Size 1 (<0.1 mil) ❑Size 2(0.1 to<0.5 mil) ❑Size 3(0.5 to<5 mil) ❑Size 4(>_5 mil) for Tidal Marsh Stream) ADDITIONAL INFORMATION: 18.Were regulatory considerations evaluated? ®Yes ❑No If Yes,check all that apply to the assessment area. ❑Section 10 water ❑Classified Trout Waters ❑Water Supply Watershed (❑I ❑II ❑III ❑IV ❑V) ❑Essential Fish Habitat ❑Primary Nursery Area ❑ High Quality Waters/Outstanding Resource Waters ❑Publicly owned property ❑NCDWR Riparian buffer rule in effect ❑Nutrient Sensitive Waters ❑Anadromous fish ❑303(d)List ❑CAMA Area of Environmental Concern(AEC) ❑Documented presence of a federal and/or state listed protected species within the assessment area. List species: ❑Designated Critical Habitat(list species) 19.Are additional stream information/supplementary information/supplementary measurements included in"Notes/Sketch"section or attached? ❑Yes ®No 1. Channel Water-assessment reach metric(skip for Size 1 streams and Tidal Marsh Streams) ®A Water throughout assessment reach. ❑B No flow,water in pools only. ❑C No water in assessment reach. 2. Evidence of Flow Restriction-assessment reach metric ®A At least 10% of assessment reach in-stream habitat or riffle-pool sequence is severely affected by a flow restriction or fill to the point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within the assessment reach(examples: undersized or perched culverts,causeways that constrict the channel,tidal gates,debris jams, beaver dams). ❑B Not 3. Feature Pattern-assessment reach metric ®A A majority of the assessment reach has altered pattern(examples:straightening, modification above or below culvert). ❑B Not 4. Feature Longitudinal Profile-assessment reach metric ®A Majority of assessment reach has a substantially altered stream profile(examples: channel down-cutting,existing damming,over widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these disturbances). ❑B Not 5. Signs of Active Instability-assessment reach metric Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include active bank failure,active channel down-cutting(head-cut),active widening,and artificial hardening(such as concrete,gabion, rip-rap). ❑A < 10%of channel unstable ®B 10 to 25%of channel unstable ❑C >25%of channel unstable 6. Streamside Area Interaction—streamside area metric Consider for the Left Bank(LB)and the Right Bank(RB). LB RB ®A ❑A Little or no evidence of conditions that adversely affect reference interaction ❑B ®B Moderate evidence of conditions (examples: berms, levees, down-cutting, aggradation, dredging)that adversely affect reference interaction(examples: limited streamside area access,disruption of flood flows through streamside area,leaky or intermittent bulkheads, causeways with floodplain constriction, minor ditching[including mosquito ditching]) ❑C ❑C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access [examples: causeways with floodplain and channel constriction,bulkheads,retaining walls,fill,stream incision,disruption of flood flows through streamside area]or too much floodplain/intertidal zone access[examples:impoundments,intensive mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a man-made feature on an interstream divide 7. Water Quality Stressors—assessment reach/intertidal zone metric Check all that apply. ❑A Discolored water in stream or intertidal zone(milky white, blue, unnatural water discoloration, oil sheen, stream foam) ®B Excessive sedimentation(burying of stream features or intertidal zone) ❑C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem ❑D Odor(not including natural sulfide odors) ❑E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in "Notes/Sketch" section. ❑F Livestock with access to stream or intertidal zone ❑G Excessive algae in stream or intertidal zone ❑H Degraded marsh vegetation in the intertidal zone(removal, burning, regular mowing,destruction,etc) ❑1 Other: (explain in"Notes/Sketch"section) ❑J Little to no stressors 8. Recent Weather—watershed metric(skip for Tidal Marsh Streams) For Size 1 or 2 streams,D1 drought or higher is considered a drought;for Size 3 or 4 streams, D2 drought or higher is considered a drought. ®A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours ❑B Drought conditions and rainfall exceeding 1 inch within the last 48 hours ❑C No drought conditions 9. Large or Dangerous Stream—assessment reach metric ❑Yes ®No Is stream is too large or dangerous to assess? If Yes,skip to Metric 13(Streamside Area Ground Surface Condition). 10. Natural In-stream Habitat Types—assessment reach metric 10a. ❑Yes ❑No Degraded in-stream habitat over majority of the assessment reach (examples of stressors include excessive sedimentation, mining, excavation, in-stream hardening [for example, rip-rap], recent dredging, and snagging) (evaluate for Size 4 Coastal Plain streams only,then skip to Metric 12) 10b. Check all that occur(occurs if>5%coverage of assessment reach)(skip for Size 4 Coastal Plain streams) ❑A Multiple aquatic macrophytes and aquatic mosses 0 ❑F 5%oysters or other natural hard bottoms (include liverworts, lichens, and algal mats) CO ❑G Submerged aquatic vegetation ®B Multiple sticks and/or leaf packs and/or emergent o Y ❑H Low-tide refugia(pools) vegetation Y LC ❑l Sand bottom ®C Multiple snags and logs(including lap trees) t ❑J 5%vertical bank along the marsh ®D 5% undercut banks and/or root mats and/or roots ❑K Little or no habitat in banks extend to the normal wetted perimeter ❑E Little or no habitat *********************************REMAINING QUESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS**************************** 11. Bedform and Substrate—assessment reach metric(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 1la. ❑Yes ®No Is assessment reach in a natural sand-bed stream?(skip for Coastal Plain streams) 11b. Bedform evaluated. Check the appropriate box(es). ®A Riffle-run section(evaluate 11c) ❑B Pool-glide section(evaluate 11d) ❑C Natural bedform absent(skip to Metric 12,Aquatic Life) 11 c. In riffle sections,check all that occur below the normal wetted perimeter of the assessment reach—whether or not submerged. Check at least one box in each row(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams). Not Present(NP)=absent, Rare (R)= present but< 10%, Common (C)_ > 10-40%, Abundant(A) _ >40-70%, Predominant(P) _ > 70%. Cumulative percentages should not exceed 100%for each assessment reach. NP R C A P ® ❑ ❑ ❑ ❑ Bedrock/saprolite ® ❑ ❑ ❑ ❑ Boulder(256—4096 mm) ❑ ® ❑ ❑ ❑ Cobble(64—256 mm) ❑ ❑ ® ❑ ❑ Gravel (2—64 mm) ❑ ❑ ❑ ❑ ® Sand(.062—2 mm) ❑ ❑ ® ❑ ❑ Silt/clay(<0.062 mm) ❑ ® ❑ ❑ ❑ Detritus ® ❑ ❑ ❑ ❑ Artificial(rip-rap,concrete,etc.) 11d. ❑Yes ❑No Are pools filled with sediment?(skip for Size 4 Coastal Plain streams and Tidal Marsh Streams) 12. Aquatic Life-assessment reach metric(skip for Tidal Marsh Streams) 12a. ®Yes ❑No Was an in-stream aquatic life assessment performed as described in the User Manual? If No,select one of the following reasons and skip to Metric 13. ❑No Water ❑Other: 12b. ❑Yes ®No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check all that apply. If No, skip to Metric 13. 1 >1 Numbers over columns refer to"individuals"for Size 1 and 2 streams and"taxa"for Size 3 and 4 streams. ❑ ❑Adult frogs ❑ ❑Aquatic reptiles ❑ ❑Aquatic macrophytes and aquatic mosses(include liverworts, lichens,and algal mats) ❑ ❑Beetles ❑ ❑Caddisfly larvae(T) ❑ ❑Asian clam(Corbicula) ❑ ❑Crustacean(isopod/amphipod/crayfish/shrimp) ❑ ❑Damselfly and dragonfly larvae ❑ ❑Dipterans ❑ ❑Mayfly larvae(E) ❑ ❑Megaloptera(alderfly,fishfly,dobsonfly larvae) ❑ ❑Midges/mosquito larvae ❑ ❑Mosquito fish(Gambusia)or mud minnows(Umbra pygmaea) ❑ ❑Mussels/Clams(not Corbicula) ❑ ❑Other fish ❑ ❑Salamanders/tad poles ❑ ❑Snails ❑ ❑Stonefly larvae(P) ❑ ❑Tipulid larvae ❑ ❑Worms/leeches 13. Streamside Area Ground Surface Condition-streamside area metric(skip for Tidal Marsh Streams and B valley types) Consider for the Left Bank(LB)and the Right Bank(RB). Consider storage capacity with regard to both overbank flow and upland runoff. LB RB ®A ®A Little or no alteration to water storage capacity over a majority of the streamside area ❑B ❑B Moderate alteration to water storage capacity over a majority of the streamside area ❑C ❑C Severe alteration to water storage capacity over a majority of the streamside area(examples: ditches,fill,soil compaction, livestock disturbance, buildings, man-made levees,drainage pipes) 14. Streamside Area Water Storage-streamside area metric(skip for Size 1 streams,Tidal Marsh Streams,and B valley types) Consider for the Left Bank(LB)and the Right Bank(RB)of the streamside area. LB RB ❑A ❑A Majority of streamside area with depressions able to pond water>-6 inches deep ❑B ❑B Majority of streamside area with depressions able to pond water 3 to 6 inches deep ®C ®C Majority of streamside area with depressions able to pond water<3 inches deep 15. Wetland Presence-streamside area metric(skip for Tidal Marsh Streams) Consider for the Left Bank(LB)and the Right Bank(RB). Do not consider wetlands outside of the streamside area or within the normal wetted perimeter of assessment reach. LB RB ❑Y ❑Y Are wetlands present in the streamside area? ®N ®N 16. Baseflow Contributors-assessment reach metric(skip for Size 4 streams and Tidal Marsh Streams) Check all contributors within the assessment reach or within view of and draining to the assessment reach. ❑A Streams and/or springs(jurisdictional discharges) ❑B Ponds(include wet detention basins; do not include sediment basins or dry detention basins) ❑C Obstruction passing flow during low-flow periods within the assessment area(beaver dam, leaky dam, bottom-release dam,weir) ❑D Evidence of bank seepage or sweating(iron in water indicates seepage) ®E Stream bed or bank soil reduced (dig through deposited sediment if present) ❑F None of the above 17. Baseflow Detractors-assessment area metric(skip for Tidal Marsh Streams) Check all that apply. ❑A Evidence of substantial water withdrawals from the assessment reach(includes areas excavated for pump installation) ®B Obstruction not passing flow during low-flow periods affecting the assessment reach (ex:watertight dam, sediment deposit) ®C Urban stream(>_24%impervious surface for watershed) ❑D Evidence that the streamside area has been modified resulting in accelerated drainage into the assessment reach ❑E Assessment reach relocated to valley edge ❑F None of the above 18. Shading-assessment reach metric(skip for Tidal Marsh Streams) Consider aspect. Consider"leaf-on"condition. ®A Stream shading is appropriate for stream category(may include gaps associated with natural processes) ❑B Degraded(example: scattered trees) ❑C Stream shading is gone or largely absent 19. Buffer Width—streamside area metric(skip for Tidal Marsh Streams) Consider"vegetated buffer"and "wooded buffer"separately for left bank(LB)and right bank(RB)starting at the top of bank out to the first break. Vegetated Wooded LB RB LB RB ®A ®A ®A ®A >_ 100 feet wide or extends to the edge of the watershed ❑B ❑B ❑B ❑B From 50 to< 100 feet wide ❑C ❑C ❑C ❑C From 30 to<50 feet wide ❑D ❑D ❑D ❑D From 10 to<30 feet wide ❑E ❑E ❑E ❑E < 10 feet wide or no trees 20. Buffer Structure—streamside area metric(skip for Tidal Marsh Streams) Consider for left bank(LB)and right bank(RB)for Metric 19("Vegetated" Buffer Width). LB RB ®A ®A Mature forest ❑B ❑B Non-mature woody vegetation or modified vegetation structure ❑C ❑C Herbaceous vegetation with or without a strip of trees< 10 feet wide ❑D ❑D Maintained shrubs ❑E ❑E Little or no vegetation 21. Buffer Stressors—streamside area metric(skip for Tidal Marsh Streams) Check all appropriate boxes for left bank(LB)and right bank(RB). Indicate if listed stressor abuts stream(Abuts),does not abut but is within 30 feet of stream(<30 feet),or is between 30 to 50 feet of stream (30-50 feet). If none of the following stressors occurs on either bank,check here and skip to Metric 22: Abuts <30 feet 30-50 feet LB RB LB RB LB RB ❑A ❑A ❑A ❑A ❑A ❑A Row crops ❑B ❑B ❑B ❑B ❑B ❑B Maintained turf ❑C ❑C ❑C ❑C ❑C ❑C Pasture(no livestock)/commercial horticulture ❑D ❑D ❑D ❑D ❑D ❑D Pasture(active livestock use) 22. Stem Density—streamside area metric(skip for Tidal Marsh Streams) Consider for left bank(LB)and right bank(RB)for Metric 19("Wooded" Buffer Width). LB RB ®A ®A Medium to high stem density ❑B ❑B Low stem density ❑C ❑C No wooded riparian buffer or predominantly herbaceous species or bare ground 23. Continuity of Vegetated Buffer—streamside area metric(skip for Tidal Marsh Streams) Consider whether vegetated buffer is continuous along stream(parallel). Breaks are areas lacking vegetation> 10 feet wide. LB RB ®A ®A The total length of buffer breaks is<25 percent. ❑B ❑B The total length of buffer breaks is between 25 and 50 percent. ❑C ❑C The total length of buffer breaks is>50 percent. 24. Vegetative Composition—streamside area metric(skip for Tidal Marsh Streams) Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first)as it contributes to assessment reach habitat. LB RB ❑A ❑A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native species, with non-native invasive species absent or sparse. ®B ®B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native species. This may include communities of weedy native species that develop after clear-cutting or clearing or communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or communities missing understory but retaining canopy trees. ❑C ❑C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities with non-native invasive species dominant over a large portion of expected strata or communities composed of planted stands of non-characteristic species or communities inappropriately composed of a single species or no vegetation. 25. Conductivity—assessment reach metric(skip for all Coastal Plain streams) 25a. ❑Yes ®No Was conductivity measurement recorded? If No,select one of the following reasons. ❑No Water ®Other: 25b. Check the box corresponding to the conductivity measurement(units of microsiemens per centimeter). ❑A <46 ❑B 46 to<67 ❑C 67 to<79 ❑D 79 to<230 ❑E >_230 Notes/Sketch: Drought conditions on the day of our site visit(July 13,2021)were identified to be in the DO intensity(Abnormally Dry)category.According to the Antecedent Precipitation Tool,data was collected during the Dry Season and conditions were within their normal range. Excessive sedimentation observed throughout the assessment reach as having buried stream features, likely causing flow impediments during low flow periods. A culvert with an approximately 20-ft concrete dissipator pad was observed at the top of the stream.While the culvert itself was not perched,the concrete pad was approximately 3 ft from the streambed at its outfall. Vegetative communities along both streambanks were diverse with some exotic plant species(e.g. Chinese privet at 10%cover, Japanese stilt grass at 30%cover)present, but not overwhelming the natural plant communities. Draft NC SAM Stream Rating Sheet Accompanies User Manual Version 2.1 Stream E Stream Site Name Fairhaven Glen Date of Assessment 07-13-2021 SAM-40El-1 Stream Category Pal Assessor Name/Organization Sydni Law-Timmons Group Notes of Field Assessment Form (Y/N) YES Presence of regulatory considerations(Y/N) NO Additional stream information/supplementary measurements included (Y/N) NO NC SAM feature type(perennial, intermittent, Tidal Marsh Stream) Intermittent USACE/ NCDWR Function Class Rating Summary All Streams Intermittent (1)Hydrology MEDIUM MEDIUM (2)Baseflow MEDIUM MEDIUM (2)Flood Flow MEDIUM MEDIUM (3)Streamside Area Attenuation HIGH HIGH (4)Floodplain Access HIGH HIGH (4)Wooded Riparian Buffer HIGH HIGH (4)Microtopography HIGH HIGH (3)Stream Stability LOW LOW (4)Channel Stability MEDIUM MEDIUM (4)Sediment Transport LOW LOW (4)Stream Geomorphology LOW LOW (2)Stream/Intertidal Zone Interaction NA NA (2)Longitudinal Tidal Flow NA NA (2)Tidal Marsh Stream Stability NA NA (3)Tidal Marsh Channel Stability NA NA (3)Tidal Marsh Stream Geomorphology NA NA (1)Water Quality HIGH HIGH (2)Baseflow MEDIUM MEDIUM (2)Streamside Area Vegetation HIGH HIGH (3)Upland Pollutant Filtration HIGH HIGH (3)Thermoregulation HIGH HIGH (2) Indicators of Stressors NO NO (2)Aquatic Life Tolerance OMITTED NA (2) Intertidal Zone Filtration NA NA (1)Habitat LOW LOW (2) In-stream Habitat LOW LOW (3)Baseflow MEDIUM MEDIUM (3)Substrate LOW LOW (3)Stream Stability MEDIUM MEDIUM (3) In-stream Habitat MEDIUM MEDIUM (2)Stream-side Habitat HIGH HIGH (3)Stream-side Habitat HIGH HIGH (3)Thermoregulation HIGH HIGH (2)Tidal Marsh In-stream Habitat NA NA (3)Flow Restriction NA NA (3)Tidal Marsh Stream Stability NA NA (4)Tidal Marsh Channel Stability NA NA (4)Tidal Marsh Stream Geomorphology NA NA (3)Tidal Marsh In-stream Habitat NA NA (2) Intertidal Zone NA NA Overall MEDIUM MEDIUM NC WAM FIELD ASSESSMENT FORM Wetland A Accompanies User Manual Version 5.0 USACE AID# NCDWR# Project Name Fairhaven Glen Date of Evaluation 07-13-2021 Applicant/Owner Name Commonwealth Development Wetland Site Name WAM-40A1-1 Corporation Wetland Type Headwater Forest Assessor Name/Organization S dni Law-Timmons Group Level III Ecoregion Piedmont Nearest Named Water Body Kings Branch River Basin Catawba USGS 8-Digit Catalogue Unit 03050103 County Mecklenburg NCDWR Region Mooresville ❑ Yes ® No Precipitation within 48 hrs? Latitude/Longitude deci-de rees 35.141851,-80.890053 Evidence of stressors affecting the assessment area(may not be within the assessment area) Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in recent past(for instance,within 10 years). Noteworthy stressors include, but are not limited to the following. • Hydrological modifications(examples: ditches,dams, beaver dams,dikes, berms, ponds, etc.) • Surface and sub-surface discharges into the wetland(examples:discharges containing obvious pollutants,presence of nearby septic tanks, underground storage tanks(USTs), hog lagoons, etc.) • Signs of vegetation stress(examples: vegetation mortality, insect damage,disease,storm damage,salt intrusion,etc.) • Habitat/plant community alteration(examples: mowing,clear-cutting,exotics,etc.) Is the assessment area intensively managed? ❑ Yes ® No Regulatory Considerations-Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area. ❑ Anadromous fish ❑ Federally protected species or State endangered or threatened species ❑ NCDWR riparian buffer rule in effect ❑ Abuts a Primary Nursery Area(PNA) ❑ Publicly owned property ❑ N.C. Division of Coastal Management Area of Environmental Concern(AEC)(including buffer) ❑ Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HOW, ORW,or Trout ❑ Designated NCNHP reference community ❑ Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream What type of natural stream is associated with the wetland, if any?(check all that apply) ❑ Blackwater ® Brownwater ❑ Tidal(if tidal,check one of the following boxes) ❑ Lunar ❑ Wind ❑ Both Is the assessment area on a coastal island? ❑ Yes ® No Is the assessment area's surface water storage capacity or duration substantially altered by beaver? ❑ Yes ® No Does the assessment area experience overbank flooding during normal rainfall conditions? ® Yes ❑ No 1. Ground Surface Condition/Vegetation Condition—assessment area condition metric Check a box in each column. Consider alteration to the ground surface(GS)in the assessment area and vegetation structure(VS)in the assessment area. Compare to reference wetland if applicable(see User Manual). If a reference is not applicable,then rate the assessment area based on evidence an effect. GS VS ®A ❑A Not severely altered ❑B ®B Severely altered over a majority of the assessment area(ground surface alteration examples: vehicle tracks, excessive sedimentation, fire-plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure alteration examples: mechanical disturbance, herbicides,salt intrusion[where appropriate],exotic species,grazing,less diversity[if appropriate], hydrologic alteration) 2. Surface and Sub-Surface Storage Capacity and Duration—assessment area condition metric Check a box in each column. Consider surface storage capacity and duration(Surf)and sub-surface storage capacity and duration(Sub). Consider both increase and decrease in hydrology. A ditch <_ 1 foot deep is considered to affect surface water only,while a ditch > 1 foot deep is expected to affect both surface and sub-surface water. Consider tidal flooding regime, if applicable. Surf Sub ®A ®A Water storage capacity and duration are not altered. ❑B ❑B Water storage capacity or duration are altered, but not substantially(typically, not sufficient to change vegetation). ❑C ❑C Water storage capacity or duration are substantially altered(typically,alteration sufficient to result in vegetation change) (examples:draining,flooding,soil compaction,filling,excessive sedimentation, underground utility lines). 3. Water Storage/Surface Relief—assessment area/wetland type condition metric(skip for all marshes) Check a box in each column. Select the appropriate storage for the assessment area (AA)and the wetland type(WT). AA WT 3a. ❑A ❑A Majority of wetland with depressions able to pond water> 1 deep ❑B ❑B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep ❑C ❑C Majority of wetland with depressions able to pond water 3 to 6 inches deep ®D ®D Depressions able to pond water<3 inches deep 3b. ❑A Evidence that maximum depth of inundation is greater than 2 feet ❑B Evidence that maximum depth of inundation is between 1 and 2 feet ®C Evidence that maximum depth of inundation is less than 1 foot 4. Soil Texture/Structure-assessment area condition metric(skip for all marshes) Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature. Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional indicators. 4a. ❑A Sandy soil ❑B Loamy or clayey soils exhibiting redoximorphic features(concentrations,depletions,or rhizospheres) ®C Loamy or clayey soils not exhibiting redoximorphic features ❑D Loamy or clayey gleyed soil ❑E Histosol or histic epipedon 4b. ®A Soil ribbon< 1 inch ❑B Soil ribbon>_ 1 inch 4c. ®A No peat or muck presence ❑B A peat or muck presence 5. Discharge into Wetland-opportunity metric Check a box in each column. Consider surface pollutants or discharges(Surf)and sub-surface pollutants or discharges(Sub). Examples of sub-surface discharges include presence of nearby septic tank,underground storage tank(UST), etc. Surf Sub ®A ®A Little or no evidence of pollutants or discharges entering the assessment area ❑B ❑B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the treatment capacity of the assessment area ❑C ❑C Noticeable evidence of pollutants or discharges(pathogen, particulate,or soluble)entering the assessment area and potentially overwhelming the treatment capacity of the wetland(water discoloration,dead vegetation,excessive sedimentation,odor) 6. Land Use-opportunity metric(skip for non-riparian wetlands) Check all that apply(at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining to assessment area within entire upstream watershed(WS),within 5 miles and within the watershed draining to the assessment area (5M), and within 2 miles and within the watershed draining to the assessment area(2M). WS 5M 2M ®A ®A ®A > 10%impervious surfaces ❑B ❑B ❑B Confined animal operations(or other local,concentrated source of pollutants ❑C ❑C ❑C >-20%coverage of pasture ❑D ❑D ❑D >-20%coverage of agricultural land(regularly plowed land) ❑E ❑E ❑E >_20%coverage of maintained grass/herb ❑F ❑F ❑F >_20%coverage of clear-cut land ❑G ❑G ❑G Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the assessment area. 7. Wetland Acting as Vegetated Buffer-assessment area/wetland complex condition metric(skip for non-riparian wetlands) 7a. Is assessment area within 50 feet of a tributary or other open water? ®Yes ❑No If Yes,continue to 7b. If No,skip to Metric 8. Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed. 7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the .water body. Make buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.) ❑A >_50 feet ❑B From 30 to<50 feet ❑C From 15 to<30 feet ®D From 5 to< 15 feet ❑E <5 feet or buffer bypassed by ditches 7c. Tributary width. If the tributary is anastomosed,combine widths of channels/braids for a total width. ®<_ 15-feet wide ❑> 15-feet wide ❑ Other open water(no tributary present) 7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water? ®Yes ❑No 7e. Is stream or other open water sheltered or exposed? ®Sheltered-adjacent open water with width <2500 feet and no regular boat traffic. ❑Exposed-adjacent open water with width >_2500 feet or regular boat traffic. 8. Wetland Width at the Assessment Area-wetland type/wetland complex condition metric(evaluate WT for all marshes and Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest only) Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area(WT)and the wetland complex at the assessment area(WC). See User Manual for WT and WC boundaries. WT WC ❑A ❑A >_ 100 feet ❑B ❑B From 80 to< 100 feet ❑C ❑C From 50 to<80 feet ❑D ❑D From 40 to<50 feet ❑E ❑E From 30 to<40 feet ❑F ❑F From 15 to<30 feet ®G ®G From 5 to< 15 feet ❑H ❑H <5 feet 9. Inundation Duration-assessment area condition metric(skip for non-riparian wetlands) Answer for assessment area dominant landform. ❑A Evidence of short-duration inundation(<7 consecutive days) ®B Evidence of saturation,without evidence of inundation ❑C Evidence of long-duration inundation or very long-duration inundation(7 to 30 consecutive days or more) 10. Indicators of Deposition-assessment area condition metric(skip for non-riparian wetlands and all marshes) Consider recent deposition only(no plant growth since deposition). ®A Sediment deposition is not excessive, but at approximately natural levels. ❑B Sediment deposition is excessive, but not overwhelming the wetland. ❑C Sediment deposition is excessive and is overwhelming the wetland. 11. Wetland Size-wetland type/wetland complex condition metric Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut,select"K"for the FW column. WT WC FW(if applicable) ❑A ❑A ❑A >_500 acres ❑B ❑B ❑B From 100 to<500 acres ❑C ❑C ❑C From 50 to< 100 acres ❑D ❑D ❑D From 25 to<50 acres ❑E ❑E ❑E From 10 to<25 acres ❑F ❑F ❑F From 5 to< 10 acres ❑G ❑G ❑G From 1 to<5 acres ❑H ❑H ❑H From 0.5 to< 1 acre ❑I ❑I ❑I From 0.1 to<0.5 acre ®J ®J ®J From 0.01 to<0.1 acre ❑K ❑K ❑K <0.01 acre or assessment area is clear-cut 12. Wetland Intactness-wetland type condition metric(evaluate for Pocosins only) ❑A Pocosin is the full extent(>_90%)of its natural landscape size. ❑B Pocosin type is<90%of the full extent of its natural landscape size. 13. Connectivity to Other Natural Areas-landscape condition metric 13a. Check appropriate box(es) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous naturally vegetated area and open water(if appropriate). Boundaries are formed by four-lane roads, regularly maintained utility line corridors the width of a four-lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water> 300 feet wide. Well Loosely ❑A ❑A >_500 acres ❑B ❑B From 100 to<500 acres ®C ❑C From 50 to< 100 acres ❑D ®D From 10 to<50 acres ❑E ❑E < 10 acres ❑F ❑F Wetland type has a poor or no connection to other natural habitats 13b. Evaluate for marshes only. ❑Yes ❑No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands. 14. Edge Effect-wetland type condition metric(skip for all marshes and Estuarine Woody Wetland) May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include non-forested areas>-40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear-cuts. Consider the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut, select option"C." ❑A 0 ®B 1 to 4 ❑C 5to8 15. Vegetative Composition-assessment area condition metric(skip for all marshes and Pine Flat) ❑A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate species,with exotic plants absent or sparse within the assessment area. ❑B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or clearing. It also includes communities with exotics present, but not dominant,over a large portion of the expected strata. ®C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non- characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at least one stratum. 16. Vegetative Diversity-assessment area condition metric(evaluate for Non-tidal Freshwater Marsh only) ❑A Vegetation diversity is high and is composed primarily of native species(< 10%cover of exotics). ❑B Vegetation diversity is low or has> 10%to 50%cover of exotics. ®C Vegetation is dominated by exotic species(>50% cover of exotics). 17. Vegetative Structure—assessment area/wetland type condition metric 17a. Is vegetation present? ®Yes ❑No If Yes,continue to 17b. If No,skip to Metric 18. 17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non-marsh wetlands. ❑A >_25%coverage of vegetation ❑B <25%coverage of vegetation 17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non-marsh wetlands. Consider structure in airspace above the assessment area (AA)and the wetland type(WT)separately. AA WT o®A ®A Canopy closed,or nearly closed,with natural gaps associated with natural processes ❑B ❑B Canopy present, but opened more than natural gaps U ❑C ❑C Canopy sparse or absent T o❑A ❑A Dense mid-story/sapling layer ®B ®B Moderate density mid-story/sapling layer ❑C ❑C Mid-story/sapling layer sparse or absent ❑A ❑A Dense shrub layer ®B ®B Moderate density shrub layer U) ❑C ❑C Shrub layer sparse or absent .0 ®A ®A Dense herb layer _ ❑B ❑B Moderate density herb layer ❑C ❑C Herb layer sparse or absent 18. Snags—wetland type condition metric(skip for all marshes) ❑A Large snags(more than one)are visible(> 12 inches DBH,or large relative to species present and landscape stability). ®B Not 19. Diameter Class Distribution—wetland type condition metric(skip for all marshes) ❑A Majority of canopy trees have stems>6 inches in diameter at breast height(DBH); many large trees(> 12 inches DBH)are present. ®B Majority of canopy trees have stems between 6 and 12 inches DBH,few are> 12 inch DBH. ❑C Majority of canopy trees are<6 inches DBH or no trees. 20. Large Woody Debris—wetland type condition metric(skip for all marshes) Include both natural debris and man-placed natural debris. ❑A Large logs(more than one)are visible(> 12 inches in diameter,or large relative to species present and landscape stability). ®B Not 21. Vegetation/Open Water Dispersion—wetland type/open water condition metric(evaluate for Non-Tidal Freshwater Marsh only) Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned areas indicate vegetated areas,while solid white areas indicate open water. ❑A ❑B ❑C ❑D 22. Hydrologic Connectivity—assessment area condition metric(evaluate for riparian wetlands and Salt/Brackish Marsh only) Examples of activities that may severely alter hydrologic connectivity include intensive ditching,fill,sedimentation,channelization,diversion, man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D. ®A Overbank and overland flow are not severely altered in the assessment area. ❑B Overbank flow is severely altered in the assessment area. ❑C Overland flow is severely altered in the assessment area. ❑D Both overbank and overland flow are severely altered in the assessment area. Notes 1.VS considered to be severely altered due to high percentage of exotic species dominating the tree,sapling,shrub, and herbaceous strata. 15 & 16. Vegetation largely composed of exotic species, which comprised >50% of total vegetative cover. Invasive pecies observed included: Chinese privet(Ligustrum sinense) 15%,pokeweed(Phytolacca americana)at 10%cover,Japanese stilt grass(Microstegium vimi neum)at 80% of the herbacous layer alone, and glossy privet(Ligustrum lucidum)at 20%. Native species observed included: red maple(Acer rubrum)at 8% cover,American elm(Ulmus americana)at 10%cover,and trumpet creeper(Campsis radicans)at 15%cover. Wetland A NC WAM Wetland Rating Sheet Accompanies User Manual Version 5.0 Wetland Site Name WAM-40A1-1 Date of Assessment 07-13-2021 Sydni Law-Timmons Wetland Type Headwater Forest Assessor Name/Organization Group Notes on Field Assessment Form (Y/N) YES Presence of regulatory considerations (Y/N) NO Wetland is intensively managed (Y/N) Assessment area is located within 50 feet of a natural tributary or other open water (Y/N) YES Assessment area is substantially altered by beaver (Y/N) NO Assessment area experiences overbank flooding during normal rainfall conditions (Y/N) YES Assessment area is on a coastal island (Y/N) NO Sub-function Rating Summary Function Sub-function Metrics Rating Hydrology Surface Storage and Retention Condition HIGH Sub-surface Storage and Retention Condition HIGH Water Quality Pathogen Change Condition MEDIUM Condition/Opportunity HIGH Opportunity Presence (Y/N) YES Particulate Change Condition HIGH Condition/Opportunity NA Opportunity Presence (Y/N) NA Soluble Change Condition MEDIUM Condition/Opportunity HIGH Opportunity Presence (Y/N) YES Physical Change Condition MEDIUM Condition/Opportunity HIGH Opportunity Presence (Y/N) YES Pollution Change Condition NA Condition/Opportunity NA Opportunity Presence (Y/N) NA Habitat Physical Structure Condition HIGH Landscape Patch Structure Condition LOW Vegetation Composition Condition LOW Function Rating Summary Function Metrics Rating Hydrology Condition HIGH Water Quality Condition MEDIUM Condition/Opportunity HIGH Opportunity Presence (Y/N) YES Habitat Condition LOW Overall Wetland Rating MEDIUM NC WAM FIELD ASSESSMENT FORM Wetland B Accompanies User Manual Version 5.0 USACE AID# NCDWR# Project Name Fairhaven Glen Date of Evaluation 07-13-2021 Applicant/Owner Name Commonwealth Development Wetland Site Name WAM-40131-1 Group Wetland Type Headwater Forest Assessor Name/Organization S dni Law-Timmons Group Level III Ecoregion Piedmont Nearest Named Water Body Kings Branch River Basin Catawba USGS 8-Digit Catalogue Unit 03050103 County Mecklenburg NCDWR Region Mooresville ❑ Yes ® No Precipitation within 48 hrs? Latitude/Longitude deci-de rees 35.141764,-80.890529 Evidence of stressors affecting the assessment area(may not be within the assessment area) Please circle and/or make note on the last page if evidence of stressors is apparent. Consider departure from reference, if appropriate, in recent past(for instance,within 10 years). Noteworthy stressors include, but are not limited to the following. • Hydrological modifications(examples: ditches,dams, beaver dams,dikes, berms, ponds, etc.) • Surface and sub-surface discharges into the wetland(examples:discharges containing obvious pollutants,presence of nearby septic tanks, underground storage tanks(USTs), hog lagoons, etc.) • Signs of vegetation stress(examples: vegetation mortality, insect damage,disease,storm damage,salt intrusion,etc.) • Habitat/plant community alteration(examples: mowing,clear-cutting,exotics,etc.) Is the assessment area intensively managed? ❑ Yes ® No Regulatory Considerations-Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area. ❑ Anadromous fish ❑ Federally protected species or State endangered or threatened species ❑ NCDWR riparian buffer rule in effect ❑ Abuts a Primary Nursery Area(PNA) ❑ Publicly owned property ❑ N.C. Division of Coastal Management Area of Environmental Concern(AEC)(including buffer) ❑ Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HOW, ORW,or Trout ❑ Designated NCNHP reference community ❑ Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream What type of natural stream is associated with the wetland, if any?(check all that apply) ❑ Blackwater ® Brownwater ❑ Tidal(if tidal,check one of the following boxes) ❑ Lunar ❑ Wind ❑ Both Is the assessment area on a coastal island? ❑ Yes ® No Is the assessment area's surface water storage capacity or duration substantially altered by beaver? ❑ Yes ® No Does the assessment area experience overbank flooding during normal rainfall conditions? ® Yes ❑ No 1. Ground Surface Condition/Vegetation Condition—assessment area condition metric Check a box in each column. Consider alteration to the ground surface(GS)in the assessment area and vegetation structure(VS)in the assessment area. Compare to reference wetland if applicable(see User Manual). If a reference is not applicable,then rate the assessment area based on evidence an effect. GS VS ❑A ❑A Not severely altered ®B ®B Severely altered over a majority of the assessment area(ground surface alteration examples: vehicle tracks, excessive sedimentation, fire-plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure alteration examples: mechanical disturbance, herbicides,salt intrusion[where appropriate],exotic species,grazing,less diversity[if appropriate], hydrologic alteration) 2. Surface and Sub-Surface Storage Capacity and Duration—assessment area condition metric Check a box in each column. Consider surface storage capacity and duration(Surf)and sub-surface storage capacity and duration(Sub). Consider both increase and decrease in hydrology. A ditch <_ 1 foot deep is considered to affect surface water only,while a ditch > 1 foot deep is expected to affect both surface and sub-surface water. Consider tidal flooding regime, if applicable. Surf Sub ❑A ❑A Water storage capacity and duration are not altered. ❑B ❑B Water storage capacity or duration are altered, but not substantially(typically, not sufficient to change vegetation). ®C ®C Water storage capacity or duration are substantially altered(typically,alteration sufficient to result in vegetation change) (examples:draining,flooding,soil compaction,filling,excessive sedimentation, underground utility lines). 3. Water Storage/Surface Relief—assessment area/wetland type condition metric(skip for all marshes) Check a box in each column. Select the appropriate storage for the assessment area (AA)and the wetland type(WT). AA WT 3a. ❑A ❑A Majority of wetland with depressions able to pond water> 1 deep ❑B ❑B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep ®C ®C Majority of wetland with depressions able to pond water 3 to 6 inches deep ❑D ❑D Depressions able to pond water<3 inches deep 3b. ❑A Evidence that maximum depth of inundation is greater than 2 feet ❑B Evidence that maximum depth of inundation is between 1 and 2 feet ®C Evidence that maximum depth of inundation is less than 1 foot 4. Soil Texture/Structure-assessment area condition metric(skip for all marshes) Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape feature. Make soil observations within the top 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for regional indicators. 4a. ❑A Sandy soil ®B Loamy or clayey soils exhibiting redoximorphic features(concentrations,depletions,or rhizospheres) ❑C Loamy or clayey soils not exhibiting redoximorphic features ❑D Loamy or clayey gleyed soil ❑E Histosol or histic epipedon 4b. ®A Soil ribbon< 1 inch ❑B Soil ribbon>_ 1 inch 4c. ®A No peat or muck presence ❑B A peat or muck presence 5. Discharge into Wetland-opportunity metric Check a box in each column. Consider surface pollutants or discharges(Surf)and sub-surface pollutants or discharges(Sub). Examples of sub-surface discharges include presence of nearby septic tank,underground storage tank(UST), etc. Surf Sub ®A ®A Little or no evidence of pollutants or discharges entering the assessment area ❑B ❑B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the treatment capacity of the assessment area ❑C ❑C Noticeable evidence of pollutants or discharges(pathogen, particulate,or soluble)entering the assessment area and potentially overwhelming the treatment capacity of the wetland(water discoloration,dead vegetation,excessive sedimentation,odor) 6. Land Use-opportunity metric(skip for non-riparian wetlands) Check all that apply(at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources draining to assessment area within entire upstream watershed(WS),within 5 miles and within the watershed draining to the assessment area (5M), and within 2 miles and within the watershed draining to the assessment area(2M). WS 5M 2M ®A ®A ®A > 10%impervious surfaces ❑B ❑B ❑B Confined animal operations(or other local,concentrated source of pollutants ❑C ❑C ❑C >-20%coverage of pasture ❑D ❑D ❑D >-20%coverage of agricultural land(regularly plowed land) ❑E ❑E ❑E >_20%coverage of maintained grass/herb ❑F ❑F ❑F >_20%coverage of clear-cut land ❑G ❑G ❑G Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in the watershed or hydrologic alterations that prevent drainage and/or overbank flow from affecting the assessment area. 7. Wetland Acting as Vegetated Buffer-assessment area/wetland complex condition metric(skip for non-riparian wetlands) 7a. Is assessment area within 50 feet of a tributary or other open water? ®Yes ❑No If Yes,continue to 7b. If No,skip to Metric 8. Wetland buffer need only be present on one side of the water body. Make buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed. 7b. How much of the first 50 feet from the bank is wetland? (Wetland buffer need only be present on one side of the .water body. Make buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.) ❑A >_50 feet ❑B From 30 to<50 feet ❑C From 15 to<30 feet ®D From 5 to< 15 feet ❑E <5 feet or buffer bypassed by ditches 7c. Tributary width. If the tributary is anastomosed,combine widths of channels/braids for a total width. ®<_ 15-feet wide ❑> 15-feet wide ❑ Other open water(no tributary present) 7d. Do roots of assessment area vegetation extend into the bank of the tributary/open water? ®Yes ❑No 7e. Is stream or other open water sheltered or exposed? ®Sheltered-adjacent open water with width <2500 feet and no regular boat traffic. ❑Exposed-adjacent open water with width >_2500 feet or regular boat traffic. 8. Wetland Width at the Assessment Area-wetland type/wetland complex condition metric(evaluate WT for all marshes and Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp Forest only) Check a box in each column for riverine wetlands only. Select the average width for the wetland type at the assessment area(WT)and the wetland complex at the assessment area(WC). See User Manual for WT and WC boundaries. WT WC ❑A ❑A >_ 100 feet ❑B ❑B From 80 to< 100 feet ❑C ❑C From 50 to<80 feet ❑D ❑D From 40 to<50 feet ❑E ❑E From 30 to<40 feet ❑F ❑F From 15 to<30 feet ®G ®G From 5 to< 15 feet ❑H ❑H <5 feet 9. Inundation Duration-assessment area condition metric(skip for non-riparian wetlands) Answer for assessment area dominant landform. ®A Evidence of short-duration inundation(<7 consecutive days) ❑B Evidence of saturation,without evidence of inundation ❑C Evidence of long-duration inundation or very long-duration inundation(7 to 30 consecutive days or more) 10. Indicators of Deposition-assessment area condition metric(skip for non-riparian wetlands and all marshes) Consider recent deposition only(no plant growth since deposition). ❑A Sediment deposition is not excessive, but at approximately natural levels. ❑B Sediment deposition is excessive, but not overwhelming the wetland. ®C Sediment deposition is excessive and is overwhelming the wetland. 11. Wetland Size-wetland type/wetland complex condition metric Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut,select"K"for the FW column. WT WC FW(if applicable) ❑A ❑A ❑A >_500 acres ❑B ❑B ❑B From 100 to<500 acres ❑C ❑C ❑C From 50 to< 100 acres ❑D ❑D ❑D From 25 to<50 acres ❑E ❑E ❑E From 10 to<25 acres ❑F ❑F ❑F From 5 to< 10 acres ❑G ❑G ❑G From 1 to<5 acres ❑H ❑H ❑H From 0.5 to< 1 acre ❑I ❑I ❑I From 0.1 to<0.5 acre ®J ®J ®J From 0.01 to<0.1 acre ❑K ❑K ❑K <0.01 acre or assessment area is clear-cut 12. Wetland Intactness-wetland type condition metric(evaluate for Pocosins only) ❑A Pocosin is the full extent(>_90%)of its natural landscape size. ❑B Pocosin type is<90%of the full extent of its natural landscape size. 13. Connectivity to Other Natural Areas-landscape condition metric 13a. Check appropriate box(es) (a box may be checked in each column). Involves a GIS effort with field adjustment. This metric evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous naturally vegetated area and open water(if appropriate). Boundaries are formed by four-lane roads, regularly maintained utility line corridors the width of a four-lane road or wider, urban landscapes, maintained fields (pasture and agriculture), or open water> 300 feet wide. Well Loosely ❑A ❑A >_500 acres ❑B ❑B From 100 to<500 acres ®C ❑C From 50 to< 100 acres ❑D ®D From 10 to<50 acres ❑E ❑E < 10 acres ❑F ❑F Wetland type has a poor or no connection to other natural habitats 13b. Evaluate for marshes only. ❑Yes ❑No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands. 14. Edge Effect-wetland type condition metric(skip for all marshes and Estuarine Woody Wetland) May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include non-forested areas>-40 feet wide such as fields, development, roads, regularly maintained utility line corridors, and clear-cuts. Consider the eight main points of the compass. Artificial edge occurs within 150 feet in how many directions? If the assessment area is clear cut, select option"C." ❑A 0 ®B 1 to 4 ❑C 5to8 15. Vegetative Composition-assessment area condition metric(skip for all marshes and Pine Flat) ❑A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate species,with exotic plants absent or sparse within the assessment area. ❑B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or clearing. It also includes communities with exotics present, but not dominant,over a large portion of the expected strata. ®C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non- characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in at least one stratum. 16. Vegetative Diversity-assessment area condition metric(evaluate for Non-tidal Freshwater Marsh only) ❑A Vegetation diversity is high and is composed primarily of native species(< 10%cover of exotics). ❑B Vegetation diversity is low or has> 10%to 50%cover of exotics. ®C Vegetation is dominated by exotic species(>50% cover of exotics). 17. Vegetative Structure—assessment area/wetland type condition metric 17a. Is vegetation present? ®Yes ❑No If Yes,continue to 17b. If No,skip to Metric 18. 17b. Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non-marsh wetlands. ❑A >_25%coverage of vegetation ❑B <25%coverage of vegetation 17c. Check a box in each column for each stratum. Evaluate this portion of the metric for non-marsh wetlands. Consider structure in airspace above the assessment area (AA)and the wetland type(WT)separately. AA WT o❑A ❑A Canopy closed,or nearly closed,with natural gaps associated with natural processes ®B ®B Canopy present, but opened more than natural gaps U ❑C ❑C Canopy sparse or absent T o❑A ❑A Dense mid-story/sapling layer ®B ®B Moderate density mid-story/sapling layer ❑C ❑C Mid-story/sapling layer sparse or absent ❑A ❑A Dense shrub layer ®B ®B Moderate density shrub layer U) ❑C ❑C Shrub layer sparse or absent .0 ❑A ❑A Dense herb layer _ ❑B ❑B Moderate density herb layer ®C ®C Herb layer sparse or absent 18. Snags—wetland type condition metric(skip for all marshes) ❑A Large snags(more than one)are visible(> 12 inches DBH,or large relative to species present and landscape stability). ®B Not 19. Diameter Class Distribution—wetland type condition metric(skip for all marshes) ❑A Majority of canopy trees have stems>6 inches in diameter at breast height(DBH); many large trees(> 12 inches DBH)are present. ®B Majority of canopy trees have stems between 6 and 12 inches DBH,few are> 12 inch DBH. ❑C Majority of canopy trees are<6 inches DBH or no trees. 20. Large Woody Debris—wetland type condition metric(skip for all marshes) Include both natural debris and man-placed natural debris. ❑A Large logs(more than one)are visible(> 12 inches in diameter,or large relative to species present and landscape stability). ®B Not 21. Vegetation/Open Water Dispersion—wetland type/open water condition metric(evaluate for Non-Tidal Freshwater Marsh only) Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned areas indicate vegetated areas,while solid white areas indicate open water. ❑A ❑B ❑C ❑D �., r 22. Hydrologic Connectivity—assessment area condition metric(evaluate for riparian wetlands and Salt/Brackish Marsh only) Examples of activities that may severely alter hydrologic connectivity include intensive ditching,fill,sedimentation,channelization,diversion, man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D. ®A Overbank and overland flow are not severely altered in the assessment area. ❑B Overbank flow is severely altered in the assessment area. ❑C Overland flow is severely altered in the assessment area. ❑D Both overbank and overland flow are severely altered in the assessment area. Notes 1.GS considered severely disturbed due to bank slumping into wetland and excessvie sedimentation received from adjacent stream.Stormwater conveyance from adjoining multi-family housing development observed flowing into top of wetland.VS considered severely disturbed due to high percentage of exotic plant species observed within the wetland area. 2.Surface and subsurface storage capacity/duration considered severely disturbed due to excessive sediment loading from adjacent stream and stormwater runoff inputs from urban area via an SCM. 15 & 16. Exotic species observed included: glossy privet(Ligustrum Iucidum) at 30% cover, Chinese privet(Ligustrum sinense) at 25% cover, and Japanese honeysuckle(Lonicera japonica)20%cover. Native plant species observed included:trumpet creeper(Campsis radicans)at 5% cover,sourwood(Oxydendrum arboreum)at 10%cover, muscadine(Vitis rotundifolia)at 8%cover,and sawtooth blackberry(Rubus argutus)at 2%cover. NC WAM Wetland Rating Sheet Wetland B Accompanies User Manual Version 5.0 Wetland Site Name WAM-40131-1 Date of Assessment 07-13-2021 Sydni Law-Timmons Wetland Type Headwater Forest Assessor Name/Organization Group Notes on Field Assessment Form (Y/N) YES Presence of regulatory considerations (Y/N) NO Wetland is intensively managed (Y/N) NO Assessment area is located within 50 feet of a natural tributary or other open water (Y/N) YES Assessment area is substantially altered by beaver (Y/N) NO Assessment area experiences overbank flooding during normal rainfall conditions (Y/N) YES Assessment area is on a coastal island (Y/N) NO Sub-function Rating Summary Function Sub-function Metrics Rating Hydrology Surface Storage and Retention Condition LOW Sub-surface Storage and Retention Condition LOW Water Quality Pathogen Change Condition HIGH Condition/Opportunity HIGH Opportunity Presence (Y/N) YES Particulate Change Condition LOW Condition/Opportunity NA Opportunity Presence (Y/N) NA Soluble Change Condition MEDIUM Condition/Opportunity HIGH Opportunity Presence (Y/N) YES Physical Change Condition MEDIUM Condition/Opportunity HIGH Opportunity Presence (Y/N) YES Pollution Change Condition NA Condition/Opportunity NA Opportunity Presence (Y/N) NA Habitat Physical Structure Condition LOW Landscape Patch Structure Condition LOW Vegetation Composition Condition LOW Function Rating Summary Function Metrics Rating Hydrology Condition LOW Water Quality Condition MEDIUM Condition/Opportunity HIGH Opportunity Presence (Y/N) YES Habitat Condition LOW Overall Wetland Rating LOW Appendix E IPaC U.S. Fish &Wildlife Service IPaC resource list This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS)jurisdiction that are known or expected to be on or near the project area referenced below. The list may also include trust resources that occur outside of the project area, but that could potentially be directly or indirectly affected by activities in the project area. However, determining the likelihood and extent of effects a project may have on trust resources typically requires gathering additional site-specific (e.g., vegetation/species surveys) and project-specific (e.g., magnitude and timing of proposed activities) information. Below is a summary of the project information you provided and contact information for the USFWS office(s) with jurisdiction in the defined project area. Please read the introduction to each section that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI Wetlands) for additional information applicable to the trust resources addressed in that section. Location Mecklenburg County, North Carolina 0 r N Cie err:, CMIc re - Soll ti'�'• r6ry .=Pr•plgn Toro a Rd J, `��iA — Local office Asheville Ecological Services Field Office %. (828) 258-3939 Ja (828) 258-5330 160 Zillicoa Street Asheville, NC 28801-1082 Endangered species This resource list is for informational purposes only and does not constitute an analysis of project level impacts. The primary information used to generate this list is the known or expected range of each species. Additional areas of influence (AOI) for species are also considered. An AOI includes areas outside of the species range if the species could be indirectly affected by activities in that area (e.g., placing a dam upstream of a fish population even if that fish does not occur at the dam site, may indirectly impact the species by reducing or eliminating water flow downstream). Because species can move, and site conditions can change, the species on this list are not guaranteed to be found on or near the project area. To fully determine any potential effects to species, additional site-specific and project-specific information is often required. Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary information whether any species which is listed or proposed to be listed may be present in the area of such proposed action" for any project that is conducted, permitted, funded, or licensed by any Federal agency. A letter from the local office and a species list which fulfills this requirement can only be obtained by requesting an official species list from either the Regulatory Review section in IPaC (see directions below) or from the local field office directly. For project evaluations that require USFWS concurrence/review, please return to the IPaC website and request an official species list by doing the following: 1 . Draw the project location and click CONTINUE. 2. Click DEFINE PROJECT. 3. Log in (if directed to do so). 4. Provide a name and description for your project. 5. Click REQUEST SPECIES LIST. Listed speciesi and their critical habitats are managed by the Ecological Services Program of the U.S. Fish and Wildlife Service (USFWS) and the fisheries division of the National Oceanic and Atmospheric Administration (NOAA Fisheries). Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list. Please contact NOAA Fisheries for species under their jurisdiction. 1 . Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows species that are candidates, or proposed, for listing. See the listing status page for more information. IPaC only shows species that are regulated by USFWS (see FAQ). 2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. The following species are potentially affected by activities in this location: Mammals NAM E STATUS Tricolored Bat Perimyotis subflavus Proposed Endangered Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/10515 Insects NAME STA \0 �S�� Monarch Butterfly Danaus plexippus Candidate Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/9743 Flowering Plants NAM E STATUS Michaux's Sumac Rhus michauxii Endangered Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/5217 Schweinitz's Sunflower Helianthus schweinitzii Endangered Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/3849 Smooth Coneflower Echinacea laevigata Threatened Wherever found No critical habitat has been designated for this species. https://ecos.fws.gov/ecp/species/3473 Critical habitats Potential effects to critical habitat(s) in this location must be analyzed along with the endangered species themselves. There are no critical habitats at this location. You are still required to determine if your project(s) may have effects on all above listed species. Migratory birds Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and olden Eagle Protection Acts. Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described below. 1 . The Migratory Birds Treaty Act of 1918. 2. The Bald and Golden Eagle Protection Act of 1940. Additional information can be found using the following links: • Birds of Conservation Concern https://www.fws.gQv//program/migratory-birds/species • Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/collections/avoiding-and-minimizing-incidental-take- migratory-birds • Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/documents/nationwide-standard-conservation- measures.pdf The birds listed below are birds of particular concern either because they occur on the USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your project location. To learn more about the levels of concern for birds on your list and how this list is generated, see the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that every bird on this list will be found in your project area. To see exact locations of where birders and the general public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird species on your list are available. Links to additional information about Atlantic Coast birds, and other important information about your migratory bird list, including how to properly interpret and use your migratory bird report, can be found below. For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at the top of your list to see when these birds are most likely to be present and breeding in your project area. NAME BREEDING SEASON Bald Eagle Haliaeetus leucocephalus Breeds Sep 1 to Jul 31 This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. \0\ Black-billed Cuckoo Coccyzus erythropthalmus Breeds May 15 to Oct 10 This is a Bird of Conservation Concern (BCC)throughout its range in the continental USA and Alaska. https://ecos.fws.gov/ecp/species/9399 Chimney Swift Chaetura pelagica Breeds Mar 15 to Aug 25 This is a Bird of Conservation Concern (BCC)throughout its range in the continental USA and Alaska. Eastern Whip-poor-will Antrostomus vociferus Breeds May 1 to Aug 20 This is a Bird of Conservation Concern (BCC)throughout its range in the continental USA and Alaska. Prairie Warbler Dendroica discolor Breeds May 1 to Jul 31 This is a Bird of Conservation Concern (BCC)throughout its range in the continental USA and Alaska. Prothonotary Warbler Protonotaria citrea Breeds Apr 1 to Jul 31 This is a Bird of Conservation Concern (BCC)throughout its range in the continental USA and Alaska. Red-headed Woodpecker Melanerpes erythrocephalus Breeds May 10 to Sep 10 This is a Bird of Conservation Concern (BCC)throughout its range in the continental USA and Alaska. Rusty Blackbird Euphagus carolinus Breeds elsewhere This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA Wood Thrush Hylocichla mustelina Breeds May 10 to Aug 31 This is a Bird of Conservation Concern (BCC)throughout its range in the continental USA and Alaska. Probability of Presence Summary The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read and understand the FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret this report. Probability of Presence ( ) Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a particular week of the year. (A year is represented as 12 4- week months.) A taller bar indicates a higher probability of species presence. The survey effort (see below) can be used to establish a level of confidence in the presence score. One can have higher confidence in the presence score if the corresponding survey effort is also high. How is the probability of presence score calculated? The calculation is done in three steps: 1 . The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. 2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. 3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. To see a bar's probability of presence score, simply hover your mouse cursor over the bar. Breeding Season ( ) Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. Survey Effort (1) Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys. To see a bar's survey effort range, simply hover your mouse cursor over the bar. No Data (—) A week is marked as having no data if there were no survey events for that week. Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas off the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. probability of presence breeding season I survey effort — no data SPECIES JAN FEB MAR APR MAY JUN JUL AUG */SEP OCT NOV DEC Bald Eagle I I I t tt++ 111104 11 1111 IIII Non-BCC Vulnerable Black-billed TTTT ++++ ++ +4 I 4�T ++++ TTTT TTTT TTTT ++++ ++++ ++++ Cuckoo BCC Rangewide (CON) Chimney Swift BCC Rangewide T T�+++ -I 1 1++ 0101 IN*+ ++++ ++++ (CON) Eastern Whip E TTTT++++ I +t I I I Mt it++ ++++ ++++ +��+ TTTT TTTT TTTT TTTT poor-will TT T T BCC Rangewide (CON) L Prairie Warbler BCC Rangewide I I I-+ ++++ TTTT ++J I I I (CON) Prothonotary Warbler ++++ ++++ +++o NON sell III! I +1� ++++ TTTT ++++ ++++ ++++ BCC Rangewide (CON) yy yyy yy 1yyi Red-headed ++� Woodpecker +T+� T+++ T+TT ++++ ++++ BCC Rangewide (CON) Rusty Blackbird 0000 0000 T 4++ ++++ ++++ ++++ ++++ BCC- BCR TT T Wood Thrush ++++ +++ ITT BCC Rangewide TT T TTTT T (CON) Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds. Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. What does IPaC use to generate the list of migratory birds that potentially occur in my specified location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC)and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network(AKN).The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s)which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the Rapid Avian Information Locator(RAIL)Tool. What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location? The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network(AKN)..This data is derived from a growing collection of survey., banding, and citizen science datasets. Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding, wintering or migrating in my area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may query your location using the RAIL Tool and look at the range maps provided for birds in your area at the bottom of the profiles provided for each bird in your results. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area, there may be nests present at some point within the timeframe specified. If"Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. What are the levels of concern for migratory birds? Migratory birds delivered through IPaC fall into the following distinct categories of concern: 1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC)that are of concern throughout their range anywhere within the USA(including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands); 2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and 3. "Non-BCC-Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements (for eagles) or(for non-eagles) potential susceptibilities in offshore areas from certain types of development or activities (e.g. offshore energy development or longline fishing). Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics. Details about birds that are potentially affected by offshore projects For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides birds that may be helpful to you in your project review. Alternately, you may download the bird model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic Outer Continental Shelf project webpage. Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying on survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird Study and the nanotag studies or contact Caleb Spiegel or Pam Loring. What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Proper Interpretation and Use of Your Migratory Bird Report The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring in my specified location". Please be aware this report provides the "probability of presence" of birds within the 10 km grid cell(s)that overlap your project; not your exact project footprint. On the graphs provided, please also look carefully at the survey effort(indicated by the black vertical bar) and for the existence of the "no data" indicator(a red horizontal bar). A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding(which means nests might be present). The list helps you know what to look for to confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page. Facilities National Wildlife Refuge lands �0\ Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. There are no refuge lands at this location. Fish hatcheries There are no fish hatcheries at this location. Wetlands in the National Wetlands Inventory ( NWI) Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District. Wetland information is not available at this time This can happen when the National Wetlands Inventory (NWI) map service is unavailable, or for very large projects that intersect many wetland areas. Try again, or visit the NWI map to view wetlands at this location. Data limitations The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information on the location, type and size of these resources. The maps are prepared from the analysis of high altitude imagery. Wetlands are identified based on vegetation, visible hydrology and geography. A margin of error is inherent in the use of imagery; thus, detailed on-the-ground inspection of any particular site may result in revision of the wetland boundaries or classification established through image analysis. The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the amount and quality of the collateral data and the amount of ground truth verification work conducted. Metadata should be consulted to determine the date of the source imagery used and any mapping problems. Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be occasional differences in polygon boundaries or classifications between the information depicted on the map and the actual conditions on site. Data exclusions Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters. Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory. These habitats, because of their depth, go undetected by aerial imagery. Data precautions Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a different manner than that used in this inventory. There is no attempt, in either the design or products of this inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local government or to establish the geographical scope of the regulatory programs of government agencies. Persons intending to engage in activities involving modifications within or adjacent to wetland areas should seek the advice of appropriate Federal, state, or local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such activities. Roy Cooper,Governor ■`00■ n ■ NC DEPARTMENT OF D.Reid Wilson,Secretary ■■ ■i NATURAL AND CULTURAL RESOURCES ■ own Misty Buchanan Deputy Director,Natural Heritage Program NCNHDE-22046 May 24, 2023 Lauren Norris-Heflin Timmons Group 5410 Trinity Road, Suite 102 Raleigh, NC 27607 RE: Fairhaven Glen - updated letter; 47655 Dear Lauren Norris-Heflin: The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information about natural heritage resources for the project referenced above. Based on the project area mapped with your request, a query of the NCNHP database indicates that there are no records for rare species, important natural communities, natural areas, and/or conservation/managed areas within the proposed project boundary. Please note that 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. The results of this query should not be substituted for field surveys where suitable habitat exists. In the event that rare species are found within the project area, please contact the NCNHP so that we may update our records. The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been documented within a one-mile radius of the property boundary. The proximity of these records suggests that these natural heritage elements may potentially be present in the project area if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile radius of the project area, if any, are also included in this report. If a Federally-listed species is found within the project area or is indicated within a one-mile radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here: https://www.fws.ciov/offices/Di rectory/ListOffices.cfm?statecode=37. Please 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 not be redistributed without permission. The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally- listed species are documented near the project area. If you have questions regarding the information provided in this letter or need additional assistance, please contact Rodney A. Butler at rod nev.butler(a)ncdcr.aov or 919-707-8603. Sincerely, NC Natural Heritage Program UcOARI MEN i QF NAiURAL ANU LULTURAL kLSiQokLES Q 121 W JONES STREET,RALEIGH.NC 27603 • 1651 MAIL SERVICE CENTER.RALEIGH.NC 27699 ® OFC 919 707.9120 • FAX 919.707.9121 Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area Fairhaven Glen - updated letter Project No. 47655 May 24, 2023 NCNHDE-22046 Element Occurrences Documented Within a One-mile Radius of the Project Area Taxonomic EO ID :Scientific Name Common Name Last Element Accuracy Federal State Global State Group Observation Occurrence Status Status Rank Rank IIIIIIIIIIIIIINE Date Rank MMEE ME Freshwater 13485 Lasmigona decorata Carolina Heelsplitter 1918-Pre X 3-Medium Endangered Endangered G1 S1 Bivalve Vascular Plant 13743 Delphinium exaltatum Tall Larkspur 1800s Hi? 5-Very --- Threatened G3 S2 Low No Natural Areas are Documented Within a One-mile Radius of the Project Area Managed Areas Documented Within a One-mile Radius of the Project Area Managed Area I Owner Type City of Charlotte Open Space City of Charlotte Local Government Mecklenburg County Open Space Mecklenburg County Local Government Mecklenburg County Open Space - Archdale Park Mecklenburg County Local Government Mecklenburg County Open Space - Kings Branch Mecklenburg County Local Government Greenway Mecklenburg County Open Space - Little Sugar Mecklenburg County Local Government Creek Greenway Mecklenburg County Open Space - Ramblewood Mecklenburg County Local Government Soccer Complex Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/help. Data query generated on May 24,2023;source: NCNHP,Spring (April)2023. Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database. Page 2 of 3 NCNHDE-22046: Fairhaven Glen - updated letter p 77 718 Jt �F 2 4a F �Py Archdale Dr h. 00 O t ' a a sx o m a Rd a £ o A Edgewat r O, 0 5� �o n \ Starmount rrowoo dR A kv �\ o a ,��.:�,�� a" ♦3 S A �00 o a ^_ a Hebron N p a H+E 4a\\oriSEota� j' 0 0.28 0.55 1.1 Miles sr �i I I I I I I May 24, 2023 Managed Area (MAREA) Buffered Project Boundary Pro ect BOUndar Sources Esn Airbus DS USGS NGA NASA,CGIAR,N Robinson,NCEAS. J y NLS OS NMA Geodatastyrelsen. Rykswaterstaal GSA Geoland FERIA. Inlermap and the GIS user community Sources. Esrt HERE- Garm n FAO. NOAA, USGS. ® OpenStree%lap contnbutors and the GIS User Community Page 3 of 3 Appendix F NCHPO HPOWEB - Fairhaven Glen GtC" Gir wo �`tJette��� a o anbY ° 0 a QL°5e Ln o R G � Montelaire � Cho" South 4ait0re ict,_,r, ap Ltd Chn-ti<ai s Sta O�Y a r C.-rarer 0 CAP, t C y Nations Ford fro `aAL v Starmount EO�es r` eQ. e ElErrtzntary u ¢ c�Q' Larklield _.term unr G GV5 C/ 7 of Acres Or Nit y�i t South Oaks d,r1eP Pre-K onY to C ar4 'enter rook Post Kd p1n�`� ` Lt, . took Dr Q v sko^epo rtOWp 06Rd ` Slacb 41) A Qc °�OT e t Oa 51J tpoodstream Dr �°°k Ln �° e<<��° MECKLENBURG 4, r d �a °►d°°a G Gy 0 Rry : K1n95 /n> @ �a4 a O pe`d/Ct a 0tton S/ v °�.S�O` PD Cl) a �� T'�►arrn�h LA0.^1ct G i o c co FOjest9d v 3 Old Hebron, Rd, Rockt O° ` Hebron v y�r S Iy//,Rd Mapler. o '010 or we Pic ut S/ ryes Rry �� c Ridg N `o Antt`�� IFofd� F h eb�on a \ate aid �� o 00 4 a a, (P oar s' 01- Fbirri and 3 O oh Lakes R cl 3/8/2023, 9:49:09 AM 1:18,056 0 0.13 0.25 0.5 mi Find resources within a buffer_Query result 0 Counties (outline) o 0.2 0.4 0.8 km City of Charlotte,York County Government,SC,State of North Carolina DOT, Surveyed Only individual resources & centerpoints Esri,HERE,Garmin,INCREMENT P,NGA,USGS Surveyed Only North Carolina State Historic Preservation Office City of Charlotte,York County Government,SC,State of North Carolina DOT,Esri,HERE,Garmin,INCREMENT P,NGA,USGS OBIECTID Id Site ID Status Local Statt HD status Site Name Descriptio Notes Internal Year NR Year SL Year DOE Year Lands Year Su—NR nomim DOE Repoi County Quad Narr Township Density Location Photo Link Spatial Au Latitude Longitude Year Surve x y 135089 0 MK1716 50 None None WET Build 19291-story parapet roof brick Art Deco building 1990 Mecklenbi Charlotte I Charlotte H E side Nations Ford Rd(SR1126) 35,13194 -80.891 -9004748 4181827