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HomeMy WebLinkAbout20190614 Ver 1_USACE Permit_20191028U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2018-01939 County: Guilford U.S.G.S. Quad: NC -Guilford GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Cameron General Contractors Attn: Bob Lewis Address: 7101 South 82nd Street Lincoln, NE 68516 Size (acres) —11.79 Nearest Town Greensboro Nearest Waterway UT to Reddicks Creek River Basin Cape Fear USGS HUC 03030003 Coordinates 36.020358 N,-79.883246 W Location description: The proiect area is located between High Point Road and West Gate City Boulevard, lust west of Alamance Road, at 5300 High Point Road, in Greensboro, Guilford County, North Carolina. Description of projects area and activity: This verification authorizes the permanent discharge of fill material (loss of waters of the US) into 0.07 acre of riparian non-riverine wetlands, necessary to install access and infrastructure for a senior resort lifestyle residential facility at The Pilot at Sedgefield development. Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: NWP 29. Residential Developments SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed Conditions, your application signed and dated 5/7/2019, and additional information sent via email on 6/11/2019, and the enclosed plans Sheets 2, 3, and 4. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA), prior to beginning work you must contact the N.C. Division of Coastal Management. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact David E. Bailey at (919) 554-4884, Ext. 30or David.E.Baile 2 sace.arm .mil. Corps Regulatory Official: Date: 10/28/2019 Expiration Date of Verification: 03/18/2022 SPECIAL CONDITIONS 1. The Permittee shall fully implement the Memorandum of Agreement between the Permittee, the North Carolina State Historic Preservation Officer and the U.S. Army Corps of Engineers, Wilmington District, dated October 24, 2019, which is incorporated herein by reference. 2. Please note that this project is considered cumulative with all current and future phases of The Pilot at Sedgefield development with respect to compensatory mitigation and Nationwide Permit thresholds. As such, impacts permitted for this project (SAW-2018-01939) are considered cumulative with impacts permitted during phases authorized and documented under Action ID: SAW-2019-00781. Current cumulative impacts to waters of the US for The Pilot at Sedgefield single and complete project include permanent impacts (loss of waters) to 0.07 acre of wetlands, and temporary impacts to 91 linear feet (0.01 acre) of stream channel. This amounts to a total loss of waters of the US of 0.07 acre. Corps Regulatory Official: Date: 10/28/2019 Expiration Date of Verification: 03/18/2022 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:Hcorpsmapu.usace.q=.mil/cm apex/f?p=136A:0. Copy furnished: Patrick Korn, Terracon Consultants, 2701 Wesport Road Charlotte, NC 28216 Craig Taylor, KSL Sedgefield Pilot, LLC, 5790 Fleet Street, Suite 300, Carlsbad, CA 92008 Sue Homewood, NCDEQ-DWR, 450 W. Hanes Mill Rd, Suite 300, Winston-Salem, NC 27105 � � � � /'�/" ( III �Il "�•�Im�'�I � rio �� f �� 10I \ \ \ I 1000, 1001 100, �, Nlr loe 5200 NGH PaWT ROAD \ \ PACa /D 0155277 \ l Da 1276, PGA 110 \ � bs � \ -9 � CURRENT usE al�cE / � \ i / 0' ��� � F � � \ \cq� A NON -WETLAND WATERS \ \ / I FUTUR AY p R JECT LIMI T S 70 _ CONSTRUCTI N D N \ _ / / / / // / / / 0^`� `q7/ f /✓ / jam_ - SEI T OVER _ (BY OTHER) \ \ l _ OTHER — FUTURE DRAY 5:1 V DITCH TO RE- // / - _ — OFFS IEL AI!� E DI H SECTION A \ PROPOSED. �o�g - \ / / wE� / N 50 6 //.� ,� ( CONCRETE STORM / — — \ \ \ P11 P ED )/IE/SH (BY 0 ERS) ,. ,� ( DRAINAGE PIPE P OL 111 -1�2 i �� ' MPOULAR BL RETAININ 1 / \ \� 12-STALL, I'�y�' , ' W (SEEP. FILES SH"3) �� 'ry ONE-STORY X�Z�� S E SHEET 3 F / i / i' / P / = Nlr \ / OR ZO ED . / 1 - ,, / \ \ GARAGE /x / iliQ EW OF IMP AREA j / / / , / / - \ / � i // � / / / \ / J°,.�\ � \ � ST SIGH4 \ \ NCE 5200 R1 Hlq/ PaWVT ROAD / / 2 \ PARCEL /D JM55278 PROJECT k1� ' �p , l l I / �p DST USE AFFIX \ / / //// / / /� / / LIMITS 1 // / / E IREM NT COMMUNITY PROPOSED R\ 66,215 SF OOTPRINT 0.01 AC. OF � �6 , WATER \ „ R0A0 /— INDIRECT I _ , I 130 UNITS STORIE� \ / if 69201, Prot 1579 / / � TO LINEAR WETLAND � 1 I�Lu /ZANN a PLC/ , i /,: - •' . ` �` I - —� \ / l SENT III SH€E OR P;�OFILE / AND ECTFON WF THE N/� 0.02 AC. OF LINEAR f WETLAND AREA \ lI I WETLAND IMPACTS ' I �� i - 5200 R1 /WGiH Pa1NVTRow IMPACTS ONLY) ' // I I I \ \ p� \-PARQEL �/� 155278 WETLAND °2224 cuRRar USIE alF7xE \ N. C.G. MONUMENT ,. / 0.04 AC. OF I j y 111w 0 PID: DE9229 / ,/� WETLAND IMPACTS _/ �I \ / N 24° 4'4s" w -� / (FILL IMPACTS ONLY) - 1 n \ \ ' t I 29.70(TIE) - / / _ 20' N - " / \PROP \ 1 B _ — 12 CL SSA IP R E'r""'�" & TEM coNSTJ %CONCRETE STORM - T I \ L_ TLE:T PROPOSED TRACT 4 KSL SEDGEFIELD PILOT DRAINAGE PIPE 5JO0 HIGH POINT PARCEL ID0156629 SE R%// `- I1 \ �_ D.B. 6920, PG. 1579 11. 79 7 AC. OR 513, 900 SF \ / / Q' \ / LAS AI 1 AP ZONING: PUD RIDE (2)r7 4 ST LL, — I ED CURB T CURRENT USE. VACANT NE S ORY \ 1�A i PROPOSED USE' MUL TI-FAMIL Y (ELDERLY) i 1 /oinorrc�i� reA�ii iTr! .. \ I \ 11 � \ � I O 2 'SIGHT \ ��► / / PROPOSED - �°� DIS NCE STORMWATER BMP WA2 c T P RAP LINED £ul -VF � ` F �o A 2 1 y 65' SIGHT _ 20 I `'� 'L. \ SASS A RIP RAP LINED _ j_ � � o� � �� DISTP,NCE / �FLASS A� RIP RAP �B CITT TLLT PRO CLASS A RIP RAP \� —jj 99� % I I I L I \ LINED CURB CUT _ 10 _ — �� o EEZ PROPOSED = = �_ , , \ CONCRETE STORM ' DRAINAGE PIPE f J 0 MWAT E SEE IT � 3 �� CLASS A R 66•44'3 / o- - 23 ORMWATER 4y•D1 FBENT P — L — — W — W 812 " W 1 CLASS `Or -RIP RP LINE F S 7,3 AS W — — yy _ OUTLET R ROTEOTIO\N TO BE REMOV S 80° W _ 3 �? lP / �I�H — �� MANHO OR 0 50' 100' �I U.bJZ \L'0,2 WALL ASP ALII - - - - �_ �J TO=836.51' _— _ _ ROPOSED 8' FORCE /N (BY 0 S)HIGH ^/ W —�� i� INV IN=FULL WA R GRAP SCALE _ =Y - PUB 1i45 MPH 0 ",Q W — CIL INV=830.55' 1 "_ — _ �, B WA R DOT R DWAY R(1 NF _ �� i / reens oro, ngineering ngineering ans - w% Plot Createdun am by bnammonds mi J E d O U O T M C� C'3 a � z M MO a 0 d O (O NO CO — oDO ( N E o U o a ! � c� 4J O 3 o L _Ucz CO co U) Cc CL U- 2i � z z C� o L G C G J ZD U � U zz � CW O W G W Ir z Q 0- m Lu W CCz W v� W Er zCD 0- Q z O Q U I c0 0 z N N Q m m U) U) F_ F_ �9M lummommom M©...... C JOB No. 100192-01-001 DATE : 05-31-2019 SHEET 2 TOTAL PROJECT AREA = 11.79 ACRES TOTAL APPROXIMATE NON -WETLAND WATERS=1,664 L.F./0.35 ACRES TOTAL APPROXIMATE WETLANDS = 0.07 ACRES TOTAL APPROXIMATE UPLANDS = 11.37 ACRES TOTAL APPROXIMATE LINEAR WETLANDS IMPACTED (FILL IMPACTS) = 0.02 AC. (800 SF) TOTAL APPROXIMATE LINEAR WETLANDS IMPACTED (INDIRECT IMPACTS) = 0.01 AC. (400 SF) TOTAL APPROXIMATE WETLANDS IMPACTED (FILL + INDIRECT IMPACTS) = 0.07 ACRES (3000 SF) R 0 U E C T / /0;ll L M TS C3. N L N L� N [J 0,, 0 1 A C,, OF/,// -/ ,O /,/ /\ \ 1 /\ / WATER /-/ \ / \ / iE xND RECT MPACTS / \ 4 r TO AR VVETLAND If i 0 IZ 0,,02 AC�, OF L NEAR SA��nP / I I �WPArTl� W P A rT'� �/;po�WETLAND � A C,. WETLAND MPACTS LL MPACTS ONLY FKUr'U�LU CONCRETE STORM DRAINAGE PIPE 0 10' 20' GRAPHIC SCALE PaamFTiUUl92 - iLU-Ureens oro, `\i60i92-ui-Uui (ENU}TEngineerinngg E wg, F1101 UreatedJun 11, c- P" / I I I I o I I c I I ' I I I I I I 12 \ o \ \ J d O T co E O U 0) a .C— a c')Y cz 'C M 00 ") O N o C O O o O cn C O�O U U)O-0 c" 2) O OEj N a 5 o c� 0 _U CO co U) Cc cz IL LL 3 2i � z z o O J_ ZD O U CU w zz LU O z Uj cC 0 �O w m II Q w z �w W Uj W Er — zCD Q z O Q U I o U) 0:: N 0 \ \T � oo L U5 W z D FF I I I TASS -A-IikP L E D )PF-p A y will _T F_ T \ o0 _ \ N O Z I\ BH BCG BH — \ DESIGN DRAWN CHKD T \ JOB No. 100192-01-001 DATE : 05-31-2019 T SHEET 3 TOTAL PROJECT AREA = 11.79 ACRES TOTAL APPROXIMATE NON -WETLAND WATERS=1,664 L.F./0.35 ACRES TOTAL APPROXIMATE WETLANDS = 0.07 ACRES TOTAL APPROXIMATE UPLANDS = 11.37 ACRES TOTAL APPROXIMATE LINEAR WETLANDS IMPACTED (FILL IMPACTS) = 0.02 AC. (800 SF) TOTAL APPROXIMATE LINEAR WETLANDS IMPACTED (INDIRECT IMPACTS) = 0.01 AC. (400 SF) TOTAL APPROXIMATE WETLANDS IMPACTED (FILL + INDIRECT IMPACTS) = 0.07 ACRES (3000 SF) am 845 845 840 840 835 835 830 830 825 PROPOSED FILL GRADING \ \ \ 825 820 \ \ 820 815 \ \i 815 810 \ \r 810 805 I WETLAND IMPACT 805 800 1800 10+ 00 +50 11 + 00 +50 12+ 00 +50 13+ 00 13+ 50 LINEAR WETLAND PROFILE - STA 9+50 TO STA 13+50 Verticol \oggero tion 840 840 835 835 830 830 \ PROPOSED FILL GRADING 825 825 820 \ \ 820 815 815 810 810 805 WETLAND IMPACT 805 800 1800 01 1"=50' '-- GRAPHIC SCALE (10:1 VERTICAL EXAGGERATION) 10+00 +50 11 +00 +50 12+00 12+50 WETLAND SECTION - STA 9+50 TO STA 12+50 I%rticol \oggero tion EXISTING GRADE FINISHED GRADE �Zo F J m oZ 1=0 u � M _O > Cj C3 3 co N � C c U C O N � U (K5 O N O 6) O �� CO co CO m w U Q I O N 00 M O (.0 O N O O O N W � O N � C = m 0- LL. z 0 U CU zz w0 w rr- °C m U) wz irw c) w wEr z(D n Q z 0 rr Q U o0 z NN mm V)U) U U IY Of F— F— O I O —1" z z 0 0 0 I ZD BH I BCG BH DESIGN DRAWN CHKD JOB No. 100192-01-001 DATE : 05-31-2019 SHEET 4 MEMORANDUM OF AGREEMENT BETWEEN U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT, KSL SEDGEFIELD PILOT, LLC, AND NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER FOR THE CONSTRUCTION OF THE PILOT AT SEDGEFIELD MIXED -USE DEVELOPMENT SEWER IMPROVEMENTS GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA WHEREAS, the U.S. Army Corps of Engineers ("USACE") is considering the issuance of a permit for the construction of sewer improvements at The Pilot at Sedgefield (the Development), a mixed -use development located at the intersection of High Point Road and Alamance Road in Greensboro, North Carolina (the "Undertaking"), pursuant to Section 404 of the Clean Water Act (33 U.S.0 1334); and WHEREAS, the Pilot Life Insurance Headquarters campus (GF 1234) ("Historic Property"), is individually eligible for listing in the National Register of Historic Places under Criterion C for architecture and is located on the project site, specifically Tract 3 and 4 as shown in Appendix A. The Historic Property is also a contributing resource within the National Register -eligible Sedgefield-Pilot Life Historic District; and WHEREAS, the proposed Sedgefield-Pilot Life Historic District (GF2993) ("Historic District"), is eligible for listing in the National Register of Historic Places under Criterion A for planning and development, Criterion B for its association with several of the area's leading industrialists and businessmen including John Blackwell Cobb, and Criterion C for architecture and is partially located on the project site; and WHEREAS, the USACE has determined that the Undertaking will result in an adverse effect upon the historic property and historic district; and WHEREAS, the USACE has consulted with the North Carolina State Historic Preservation Officer ("SHPO") pursuant to 36 CFR Part 800, regulations implementing Section 106 of the National Historic Preservation Act (as amended, 54 U.S.C. 300101, et seq.); and WHEREAS, the USACE notified the Advisory Council on Historic Preservation ("ACHP") of the adverse effect determination with specified documentation and the ACHP has chosen not to participate in the consultation pursuant to 36 CFR 800.6(a)(1)(iii); and WHEREAS, KSL Sedgefield Pilot, LLC ("Owner") is the owner of the Development; and WHEREAS, the Owner has participated in the consultation regarding the Development, and the Owner and its successors and assigns have been invited by USACE and the SHPO to be signatories to this Memorandum of Agreement (MOA); and NOW, THEREFORE, the signatories agree that should the USACE issue a permit for the Development, the USACE will include the following stipulations to mitigate the adverse effect to the Historic Property and the Historic District: MOA — The Pilot at Sedgefield, Guilford County, North Carolina STIPULATIONS I. VIEWSHED EASEMENT A. To ensure the preservation of the Historic Property's open campus landscape and setting, as well as the visual and spatial relationship between the Historic Property and the Historic District, the Owner will grant or reserve a viewshed easement that will incorporate the front lawn of the Historic Property from the south facade of the Pilot Life Insurance Company headquarters building located on Tract 3, and shown in Appendix A, south to High Point Road (the "Viewshed Easement") when affected property is conveyed to a purchaser. • The form of the Viewshed Easement estate is attached as Appendix B. The Viewshed Easement will reserve or grant to the Owner the right to approve or disapprove all construction within the easement area (the "Construction Approval Right"), among other things. • The Owner stipulates that it has reviewed and approved the construction of a biocell stormwater retention area within the Viewshed Easement in accordance with plans prepared by Cameron General Contractors, and shown in Appendix C. B. The Owner or Holder (as defined below), as applicable, will review all proposed construction within the Viewshed Easement area for potential impacts to the Historic Property and Historic District with every effort made to assure that the National Register -eligible integrity of the Historic Property will be retained. C. The Owner will have the responsibility of controlling the nature of construction within the Viewshed Easement, until such a time as the Construction Approval Right is transferred to a Holder, as such term is defined in N.C.G.S. Section 121-35(2), as hereafter amended or modified, such as Preservation Greensboro Development Fund, Inc. or another third -party historic preservation entity with professional staff that meets the Secretary of the Interior's Professional Qualification Standards for architectural history. D. The Owner will transfer the Construction Approval Right to a Holder no later than the date of the Historic Property's listing in the National Register of Historic Places, or the expiration of the USACE permit, whichever comes first. E. Once the Construction Approval Right has been transferred to the Holder, the Holder will be added as a concurring party to this agreement, through the process outlined in Stipulation V. F. Should the Owner sell all or part of the Historic Property to a Buyer, the Owner shall require as a condition to the conveyance, that the Buyer will, after a reasonable opportunity to review this MOA and the Viewshed Easement, become a concurring party to this MOA through the process outlined in Stipulation V. II. DURATION This MOA will expire if its terms are not carried out prior to expiration of the Nationwide Permit on March 18, 2022. Prior to such time, USACE may consult with the other signatories to reconsider the terms of the MOA and amend it in accordance with Stipulation V below. MOA — The Pilot at Sedgefield, Guilford County, North Carolina III. UNANTICIPATED DISCOVERIES The Owner will notify SHPO and USACE as soon as practicable if it appears that the Undertaking will affect a previously unidentified historic property, including human remains, or affect aknown historic resource in an unanticipated manner. The Owner will take all reasonable measures to avoid, minimize harm, and protect any such new discoveries until further consultation with SHPO and any other consulting parties has concluded. Inadvertent or accidental discovery of human remains will be handled in accordance with North Carolina General Statutes Chapters 65 and 70. IV. DISPUTE RESOLUTION Should any signatory or concurring parry to this MOA object within 30 days to any plans or documentation provided for review pursuant to this MOA, the USACE shall consult with the objecting party(ies) to resolve the objection. If the USACE or the objecting party(ies) determines that the objection cannot be resolved, the USACE will forward all documentation relevant to the dispute to the ACHP. Within thirty (30) days after receipt of all pertinent documentation, the ACHP will either: Provide the USACE with recommendations, which the USACE will take into account in reaching a final decision regarding the dispute, or 2. Notify the USACE that it will comment pursuant to 36 CFR Section 800.7(c) and proceed to comment. Any ACHP comment provided in response to such a request will be taken into account by the USACE in accordance with 36 CFR Section 800.7 (c) (4) with reference to the subject of the dispute. Any recommendation or comment provided by the ACHP will be understood to pertain only to the subject of the dispute. The Owner's responsibility to carry out all of the actions under this MOA that are not the subject of the dispute will remain unchanged. V. AMENDMENTS If any signatory to this MOA believes that its terms cannot be carried out or that an amendment to the terms must be made, that party(ies) shall immediately consult with the other party(ies) to amend this MOA in accordance with 36 CFR 800.6(c)(7). If an amendment cannot be agreed upon, the dispute resolution process set forth in Stipulation IV will be followed. VI. TERMINATION A. Any signatory to this MOA may terminate the MOA by providing notice to the other parties, provided that the signatories and concurring parties will consult during the period prior to termination to seek agreement on amendments or other actions that would avoid termination. B. Termination of this MOA will require compliance with 36 CFR 800. This MOA may be terminated by the execution of a subsequent MOA that explicitly terminates or supersedes the terms of this MOA. Execution of this Memorandum of Agreement by USAGE, Owner and SHPO, its subsequent filing with the ACHP, and implementation of its terms shall evidence that USACE has afforded the MOA — The Pilot at Sedgefield, Guilford County, North Carolina ACHP an opportunity to comment on the Undertaking and that USACE has taken into account the effects of the Undertaking on the Historic Property and proposed Historic District. MOA — The Pilot at Sedgefield, Guilford County, North Carolina MEMORANDUM OF AGREEMENT BETWEEN U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT KSL SEDGEFIELD PILOT, LLC AND NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER FOR THE CONSTRUCTION OF THE PILOT AT SEDGEFIELD .............. ____ .........MIXED....USE DEVELOPMENT. SEWER IMPROVEMENTS GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA SIGNATORIES: United States Army Corps of Engineers FOR THE COMMANDER Scott McLendon Chief, Regulatory Division Wilmington District 2 j Date MOA — The Pilot at Sedgefeld, Guilford County, North Carolina MEMORANDUM OF AGREEMENT BETWEEN U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT KSL SEDGEFIELD PILOT, LLC AND NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER FOR THE CONSTRUCTION OF THE PILOT AT SEDGEFIELD MIXED -USE DEVELOPMENT SEWER IMPROVEMENTS GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA KSL Sedgefield Pilot, LLC "DocuSigned by: 4470B7F1A4D04AE... Craig Taylor Secretary/General Counsel KSL Sedgefield Pilot, LLC 10/15/2019 Date MOA — The Pilot at Sedgefield, Guilford County, North Carolina MEMORANDUM OF AGREEMENT BETWEEN U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT KSL SEDGEFIELD PILOT, LLC AND NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER FOR THE CONSTRUCTION OF THE PILOT AT SEDGEFIELD MIXED -USE DEVELOPMENT SEWER IMPROVEMENTS GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA North Carolina State Historic Preservation Officer /o•zz_ ZvlS KeviJ Cherry, Ph.D. Date NC State Historic Preservation Officer North Carolina Department of Natural and Cultural Resources MOA — The Pilot at Sedgefield, Guilford County, North Carolina MEMORANDUM OF AGREEMENT BETWEEN U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT KSL SEDGEFIELD PILOT, LLC AND NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER FOR THE CONSTRUCTION OF THE PILOT AT SEDGEFIELD MIXED -USE DEVELOPMENT SEWER IMPROVEMENTS GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA FILED: Advisory Council on Historic Preservation Council Staff Date MOA — The Pilot at Sedgefield, Guilford County, North Carolina MEMORANDUM OF AGREEMENT BETWEEN U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT KSL SEDGEFIELD PILOT, LLC AND NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER FOR THE CONSTRUCTION OF THE PILOT AT SEDGEFIELD MIXED -USE DEVELOPMENT SEWER IMPROVEMENTS GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA APPENDIX A Site Map showing the Development, Historic Property, and Historic District High Point Road, Greensboro Guilford County, North Carolina MOA — The Pilot at Sedgefield, Guilford County, North Carolina p P,CN,/P: CrIY OF r�sr:ursrwn Trac, 1 We. 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DEVELOPMENT PLAN :m��y m•sr '-vfFieFT aln[ET s.n e00 wgNeaqu wme r!em ews.n 3u:lr 1"=7[IO' VREPARED 9n S— t ,ram ®p a (SHEET 1 of 2) r� wrFcr•xr es.urre„IeaoculFs ra PICKUP CM OF GREENSBORO snl .ra �. r�r�•�� � r-+-r r. ... i6ft NN�N _ 1-"1 ;n II"p-;7q .P•-e-rr r.-�.r�r.-r.-a _ ©ram: _-'_^ ir•�ir�'��.�-.-r'r®®®© ZONING CONDITIONS nMm�.�>IW.ww.s 4.4V. wPryvw �►ruw� 6wx4. rq.,.y,.. ..w.Tr++ra Fear mnra Nlebr�- _- - farp. AN Y�rlr� �+..+.4. e� wr. -- - T+.nnen errrw.er.s.�Tnr! hart re.gw. wl edrn^q.wWw.r.N....s.n e..n o.n �erfvr. oar or. n�.n wrw m..nwf 7mlXe meN h. �apefn pfwra6t Mnann>q frw wrio rawlln0�a4 xayµ�rirn.y w�wwar.nwv .1�►FffYw�Y,W dtm w4 [mrraior•kgrw rm+s.0.rrr N.A1 �.�vw+w4oe avwdr.,trv,wt.¢fa�m bdw+'gn rmaprmrE e.q4 w..yr ]N err.Wwq mrer nn.Pvin fr x.rn.r.Pp aavdv, n Tm s wr.dr.l'eN� nes.rr�f �tl � w[al/.Nrvn nr.w Cti+d •n+wewm+ r.nnwn erwerNNya.�m aw. r.v.vf. 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Aaa'a.ry�e... y�r.prwracnsr..,[wrnl IFAv� �w4r�w�d+rlr.wsl. PLAT BOW. L 1 F_ PA13E ! v r BE RINGS & DISTANCE ° A�;.:IN ruunNiw m swwrwR.cNnen � pr e1A., Ati.r.r STREAM BUFFER REQUIREMENTS w- Nw4 er.yrn �arX.Xr.fei�.w�w.m ;I+uiC>�nwl.Mw��d�•��wr+sre�e.r- _ I`ww�e�Vrm r,rnmrYxsx w.rw.w Lem r.�+ nesar eav �w �r'i.. Patr•'Mel n.'Px� '.+r�x�Mv�perwbT.wP+Yew4rw�a "M.. �.nfptigen ry�my.rf.n r.aw.vRrr Xr+rnm� n.3x M'�4x •a wrd.'ow.P�-wr.e �.wlMabw A wrwd'_ wry �rmrt,�am hw leelw.+�4.•sA ,w�-,w �fw�•� or.w ee,r Nwfpe gwrep � e�N vYrFr P-1 tr n...w �• »raa. a w on.rw..�. � Vr•rvn.l [tir..v dr �wr. rw,..•v.r.G wm..4. etn N...rl n. m Prel....yr.g6rcv+. �.-..dn.o r.f.err �nem Te:a,.+ywbwa E,.. iw.fa• r L � wW..nn.e m.wy.e wwcw.av UNIFIED DEVELOPMENT PLAN CERTIFICATION Pwr.Prxru.... s� fo-•-,. orwe.�eea .rb f 15 ewfN.E - �yrprq q,ywe��soyrv. Nrw.�.vlwe T�aVrw�-Yr.T�.fw=-b.cr...I.awww.a Mw. a.w.w rrl. p�q�r ]RITIh a r....l NYr.`db aY msnn nepnaawia .tl wtrP.+�.M ,M�r,Y.surrbwwls�rt d=a�ryu.w�..r M41rtl IX4,.ew�p.wreenmxrR e rMwr.4w q.y.r.pn. vxm..A ���' �..wwuPPrwv �.v..nr�.w�.rw�rw rxaaw rndar�P4-r►.� �..w�� r.'r'�w4w .b..= ti Ar.y xxwrwa rvlvpra. r w r w eer H VICINITY MAP 5t1[T mel LAMOEne .X[ AMCNIiiRYNE y V"L F CIYII XGINEI11IN6 f1l "NO PLINNINR EolrLtz�srge�wrreaoo NY3LTJ.3_IWf.3 r &M E 3iAid-106i F3i6.7']3-10E9 EwWnxowmkamm SITE DATA iryr- r re., b.ra g,, 1ie�er+ 9"R IrL.4 f4ae V e{eq•F,Ansr.eE .a f�euen ..d.,ws �. ,natures.. .er"�6di�rnn. ee.ePd b- r awra..r�rsTrraufm, P4f..,'y. e.s .. aaa C] r wr�ele nv�w,..e m a a wSEEMED 0 v W r«a � � RF 0 ate. � A.Rh+.l sloe fa �.w>� IW iE.f1p a (5 o N4Y.swf6rl]AI`y noun w �d0.in1 IMMMMMMco r' U) y �:l.a, Yanroer�.Rwre.� wa.« P. fcats� ao-r.aa In cue�r LEGEND: +GLSEDGrFIEWPNOT-LUC YM FLEET STREET w - _ w r:O+pwKnlnm.em. ,wFil 8LNTE No . =.. CNaSB/,p (.A 92009 rrpPmlp.u.�C lP'@fT GR.Ynf ORS 19C0 rn iF rNrneaNmPaFwm �'] fepb,Nli ACC8NE /'tly>Z glrE 1@2MQ916 REVISIL Fi. RrC�Convrw� IT113"1E1! �r �i-7 nF11Nh ._— 1� The Pilot at Sedgefield UNIFIED 5300 High Point Road w ...,=rnr x NAvnu �e�u��.TFfn DEVELOPMENT _ PLAN r.lr e.W..}aryr9 nerPFln e6ur[feP evr.ee:ns wroe e,ry� �"=jar i>We� PREPAVED E. sue, L7r5t1mmely —Wm1L U D P-2 ®r (SHEET 2 OF 2) r �x ecA.s r->w 016 w ' ssocT.T. P.. Lore / 'HISTORICAL TRACT' �x E;N LOT 3 NA In 4.", // /•r VIEWSHED /B SEE NOTE \F SEE NOTE) /( - - --- - ----- ------------- - -- - ------------------------------- - ------ - I I a12 . .I qq \ 1x mnoAz � \ 1 .. 1 / x' rx�, i r4—reEs yl u.n, awzs z i.,zzn. z�e '' I I m\evzc¢ swnnxr zzvra Ensu2xt•.^z.oe _"___ nz m vrev zvau zAtzicM v z .. -------------- I � I I / I I I G•` I I1 PRE .iMINARY LAND "INT FOR RECORDATION CONVEYAN L•4Ml e 7 I I I I I SI�f 20F2 I ' RXEMPCPLAT FOR KSL = 5300 HIGH POIIVT ROAD APRII.Ia 2019 ARQIJNA EVANS ENGINEERING, INC. .GINS ew aeaaSURVEY r� Is�ze)INERS ee e lexaar EDG&,x.,pxznxea\mTvsox enAr\satmauEwrrt rout vuf ae-x-ie.oxcl MEMORANDUM OF AGREEMENT BETWEEN U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT KSL SEDGEFIELD PILOT, LLC AND NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER FOR THE CONSTRUCTION OF THE PILOT AT SEDGEFIELD MIXED -USE DEVELOPMENT SEWER IMPROVEMENTS GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA APPENDIX B Form of Viewshed Easement for the Pilot Life Insurance Headquarters Campus High Point Road, Greensboro Guilford County, North Carolina An easement across that certain portion of the Parcel described on Exhibit * attached hereto and incorporated herein by this reference, and depicted on Exhibit * attached hereto and incorporated herein by this reference (the "Viewshed Easement Area"), for unobstructed visibility at grade between the historic buildings located on the Historic Parcel and High Point Road (the "Viewshed Easement") with the duration of such Viewshed Easement being only for so long as the building known as the former Pilot Life Insurance Company headquarters remains as a structure, with all exterior structural historical walls of the five story building substantially intact, located on the Historic Property. The Viewshed Easement shall include the right of the easement owner or Holder to remove and trim any trees and other vegetation within the Viewshed Easement Area including, without limitation, the right of access across the Viewshed Easement Area to accomplish the foregoing. In furtherance of the Viewshed Easement, the construction of any man-made improvements on the Viewshed Easement Area is prohibited without the prior written consent of the easement owner or Holder, which consent may be withheld or conditioned in the sole discretion of the easement holder. [DRAFTING NOTE: REFERENCE TO ANY PRIOR APPROVED PLANS TO BE INSERTED PRIOR TO EXECUTION]. The Viewshed Easement shall be governed by Article 4 of Chapter 121, Conservation and Historic Preservation Agreements Act, of the North Carolina General Statutes, as hereafter amended or modified. Without limiting any other applicable rights to assignment, the right to enforce the Viewshed Easement may be assigned, either as an exclusive right or a non-exclusive right, to any Holder, as such term is defined in N.C.G.S. Section 121-35(2), as hereafter amended or modified. The owner of the Historic Property and the Holder, or either of them, shall have the right to install, maintain, repair and replace from time to time historic markers within the Viewshed Easement Area including, without limitation, a right of access across the Viewshed Easement Area to accomplish the foregoing installation, maintenance, repair and replacement. MOA — The Pilot at Sedgefield, Guilford County, North Carolina MEMORANDUM OF AGREEMENT BETWEEN U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT KSL SEDGEFIELD PILOT, LLC AND NORTH CAROLINA STATE HISTORIC PRESERVATION OFFICER FOR THE CONSTRUCTION OF THE PILOT AT SEDGEFIELD MIXED -USE DEVELOPMENT SEWER IMPROVEMENTS GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA APPENDIX C Site Map showing the approved Biocell Stormwater Retention Area within the Viewshed Easement Area High Point Road, Greensboro Guilford County, North Carolina MOA — The Pilot at Sedgefield, Guilford County, North Carolina EROSION CONTROL NARRATIVE: \ MEIFEDCT�D"CAIF "" NSIES, PARKING LOTS, AND GARAGES. AP'NGI MATELY T.S"STRUCI DUE reA.. NLLLTBE DISTURBED DURING (ELDERLYBCONSTRUCTIONAPEWOD.. ME SITE ISRII 11B ACRES LOCATED IN GIILFORD COUNTY. OF BE XICN POINT ROAD AND ALAMANGL ROAD. \ EMSIING COND N THE SIR H S RULLY TOPOGRAPHY WIN SLOPES GENERALLY 5 TO TOR SLOPES STEEPEN TO ISRIN PORTIONS OF ME AREA TO S DEVELOPED. A TER F RUNS BOSSMROUGHHI THE TNT SELVERN THIRD M ME PROPERTY THAT DRAINS A LARGE PORTION M THE ME SITE AS WELL AS PIPED STORMW NU FROM ACROSS HIGH POINT ROAD. THE SIR IS SITE CONY COVERED WITH iAll CRASS AND SMALL GROUPINGS NORTHWEST FEES. MERE IS F T E AREA a SIGNIFICANT EROSION UNDER PRESENT SITE RING CO SS THERE II A GROUPING OF TREES TO ME NBUFFER i PORTION OF ME AREA TO BE DEVELOPEDAAS THAT WILL BE PROECRD DURING CF THE CTON IN ADDITION i0 ME TREES IN ME BUFFER ZONE O ME UNNAMED STREAM MAi ACE AS ME PROPERTY LINE i0 ME WEST QU ME SIE. ADJACENT AREAS LAND USE IN ME 1.11 OF THE PROPERTY IS COAMERGAL. THE LAND IMMEDIATELY TO THE NORM, WEFT, AND EAST HAVE BEEN DEVELOPED FOR COUMEMIIAL USE. ME LAND TO ME SOUTH UP ME PROPERTY IS RESIDENTIAL. THE UN -NAMED STREAM ACTING AS ME PROPERTY BOUNDARY ACOUTLETSTOR TS AS ME POINT FOR .MR DISCHARGE FOR ME SITE, TROLEASU , SEDIMENT CONMRES wLL BE TAKEN TO PREVENT DAMAGE TO ME STREAM. THERE IS A STORM SEWER PIPE THAT DISCHARGES WARR ONTO THE SHE FROM ACROSS HIGH POINT ROAD. THE PIPE IS TO BE REMOLD AND WATER RE-ROUTED THROUGH A DRAINAGE DITCH AROUND THE PROPERTY. BEER i0 ME SOILS DATA ON SHEET 1. ACCORDING TO ME NRCS SOIL SURVEY ME PREOOMINANr SOILS TO BE IS TJMll ONSIR ARE COON FINE SANDY LOAM, MAP UNIT EY NON FINE SANDY L.M. 2-6R SLOPES IBQUT BGINCHBE MKKTLYPIME SIIRFAGE LALR HASG ALOW CONTENT OF ORGANIC MATTER. THE SLOWEST PERMEABILITY IS SLOWS IT HAS A SANDY AN / MODERATE AVAILABLE WATER CAPACITY AND A LLMIED SHRINK SWELL PORNTAL. THIS SOIL IS NOT FLOODED AND IS NOT PONDED, ME SEASONAL HIGH WATER TABLE IS AT A DEPN UP MORE MAN 6 FEET. ME LAND CAPABILITYCLASSIFICATION IS 2E. ITS SOIL IS PARTIALLY HYDRIG MAP UNIT EAC-ENON FINE SANDY LOAN 6-1OR -PEI TENON IS A MODERATE AGDNG TO STEEP SLOPING, VERY DEEP, WELL ORKNED SOL. TYPICALLY THE SURFACE LAYER IS FINE SANDY LOAM ABOUT 8 INCHES NICK. ME SURFACE LAYER HAS A LOW CONTENT OF ORGANIC MATTER. ME SLOWEST PERMEABILITY IS SLOW. IT HAS A MODERATE AVAILABLE WATER CAPACITY AND A UMITm SHRINK SWELL POENTAL. MIS SOIL IS NOT FLOODED AND IS NOT PONDES' ME SEASONAL HIGH WATER TABLE 15 AT A DEPTH UP MURE MAY 6 FRET. THE LAND CAPABIUM CLASSIHCAIGN IS SIE. MI5 SOIL IS PARTIALLY HYDRIG E&S PHASE 1 CONSTRUCTION SEQUENCE: I 1 I II PRIOR TO ME START OF CONSTRUCTION CONTRACTOR SHNL OBTAIN ALL RE UIRED PERMITS AND HOLD AN ONSIIE Pm-CONSimCTON MEETING WIN ME I I INSPECTOR, ENGINEER INITIAL 0 z 2 FLAGONG,EOSITE ONLY R FENC NG �TO 0 MEE INITIAL LIMITS Of CLEARING AS SHOW. AREAS WHICH ARE NET 70 BE DISTURBED IN PHASE I KILL BE CLEARLY MARKED WIN T NS 3. PRIOR TO ANY OEMOLInON ON ME SITE, INSTALL E&S MEASURES AS SHOWN ON ME PHASE I E&S PUN. CONTRACTOR SHALL OBTAIN FAR INSPECTOR APPROVAL PRIOR TO ADVANCING TO PHASE 2 OF EAB PLAN. — / �-�-- E&S MAINTENANCE SEQUENCE: y / f / I. ALL EROSION AND SEDIMENT CONTRA PRACTICES NY BE CHECKED FOR STPBILLTY AND OPERATION FOLLOWING EVERY RUNOFF-PROOUGNC RAINFALL / ^\ mi IN NO CASE I£SS MAN ONCE EVERY WEEK. PNT NEEDED REPAIRS WLL BE MADE IMMEDIATELY TO MPINTAIN ALL PRACTICES AS DESIGNED. 2. SEE SHEET ] \ B FOR INDIWDUAL Ek5 CONTRA MAINTENANCE SPECINCAnONSa e� / 20.VE i a _ NAINTA ED FCOORRDING i0 MINIMUM STANDARDS µDSSSFEGGfnlcanOEROSION s Of MC NORTH CAROUNA EROSION AND SEDIMENT BECONSTRUCTED PLANNNO AND DESIGN MANUAL AND GUILFORDADD RED IN ME MINIMUM STANDARDS OF AP NORM GY A VA EROSION AND SEDIMENT CONEa PUNNING — // /./ / / / / / \ — — ND aG N MANUAL G ALL ED ADHERED TD DxLE55 OTHERWISE wMLD GR APPRD m BY A M MANGE.ED _ All DURING SITE DEVELOPMENT ARIAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES Ai P1L TIMES DURING LAND DISNRBLNC ACTNTES AND — / �/ / / / j / // / I / / / \ \ \ \( � \ \\ = tD O DURING SIE AREASARUNTIL FINAL STAGUZVED S / �+/ / — _ ME CONTRACTOR IS RESPONSIBLE FOR ME INSTALLATION OF ANY ADDITIQUAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY ME ENMRONMENTAL ENGINEERING DEPARMENi smucnau PAcnces: -REFER To PUN AND STATE MINIMUM STANDARDS a sPEcvlcnnoxs. / i % / / // LGETATL PRACTICES -REFER i0 PLAN AND STATE MINIMUM STANDARDS & SPECIFlC,ATONS. PERunx PERMABLLLT STAG / / ✓/// "�// o. SEE PERMANENT STPBIUZATON NOES ON SHEET 2. / / �-./ �(((, 1 % / / / P ,(/ /// / / / / // / / / / / / / / // W. LU Z TOPSOIL TO MEET ASTM D5268 STANDARD SPEIMCATIONS: NATURAL. FRIABLE. FERTILE. FINE LOAMY SOIL POSSESSING CHARACTERISIICS BE ,% ��\ ` $ % / / / / / / / I / I I / / � ` \ — \ \ \ /IF IIIr ¢ G O REPRESENTATL TOCRUEPSOIL IN ME NGNItt MAi PRODUCES HEAVY CROWM. TOPSOIL SHALL HAVE A PH RANGE O 5.5 N ).4 PERCENT, FREE /\ ` / // / / / i I ( I I I I II I \ \ \ B41.Y� \ \ \ \ \ \ \ \ \ I F 1 Lu =FEN Q HERBICIDES, TOXIC SUBSTIOC£S, OR ANY OMER AlMALIL, UNION, SNUS, FCLAN WXICH MATNES LARGER MAN BE HARMFUL TO PLAINNCH IN ARYAN ORETER, STONES, ROUTS, MASH, FINDER PLANING OPE ATEUS. / I` TOPSOIL 5AJ_ CONTAIN A MINIMUM AM MREE PERCENT (SIR) ORGANIC NARMAL. CONTRACTOR TO NOTIFY ENGINEER. OWNER, AND ESTNG / I / / I I I \ \ • BL I \ ` M1 6 ( Z Lu m AGENCY WHEN SOIL IS READY FOR TESTING 9 WL \ ) l I \ ( Z sraRM%MNAc TB W CALCULATION O RUNOF BEFORE AND AFTER DEVELOPMENT INDICATES THAT TITS EASING BYP'S ARE DESIGNED TO ACCONMODAR RUNOFF j / / / / / 1 ' I l I I I I I 1 \ \ I I 1 \ \ \ \ \ — / / / I I N w FROM ME DEVELOPED SHE CONSEQUENTLY, NO ADDITIONAL STERMWATER MANAGEMENT PRACTICES ARE PRCPCSED. / llll W cr GALReGferlo SHEET 8 U \ I \ \ \ o ---� �/jj/// /�/ /� �/�i�" ra `� / — _Ir�/-- =v V� I � I V Av � ��� �i�/ / y •:- � I 1 � A �-� ��'PT R mEa Dae \ \ \ \ \ r " � _— — / / \ • '1 m. If �A _ 1 S nON (Auecamrn 0 9LIGP \ \ 2 \ EXIISTNG PIA TO BE REMoSD r (T %mr.vv LYALL L _ _ ASMAL OPOSED YRA ACCE R a' Eaec£ M (e s) :.� - / b w / oHE NV - u WA BR ry BCG BH _ __ — — — — — — Tt1 - P C; 45 MP STED� _ w _ _ w — — " D / 4O' eD DESIGN DRAWN a _ W — _ W DOT R WAY CLAS51�,1 PAN: MACE MUCRGUGMFYBLE— .pB No. 1001B2-01-001 HD _ a--j—' GRAPHIC SCALE \ DATE: 0531-2019 — — — —�E �FIE,G'Tf I T� � � wv= 1s y/— I =ao SHEET 5 EROSION AND SEDIMENT CONTROL LEGEND SPeC O O BYMBOL 6.05 1REE PROECTON O caxsmCE agiMrfl CE PERMANENT SEEDING PS / V 6.12 SODDING $Q 6.15 RIPRAP RR 620 1FMPORARY DIVERSION O 0/_ aunEr srAeuunoN STRUCTURE 6fil B1NORARY SEDIMENT SR $R fi.62 9Li FENCE SF uMIE a DISIUf®ANC£ DRAINA(£ DIWDE E&S PHASE 2 CONSTRUCTION SEQUENCE: IIj1 \�A v\\\ \ \\\ IF EROSION AND SEDIMENT CONTROL LEGEND PHASE 2 SEDIMENT CONTROL MEASURES ARE INTENDED FOR ME FINAL STASES OF SITE )EVELOPMENT. PHASE I CONTROL MEASURES .1. ARE NOT IN CONFECT WM FINAL \ \ \ � CONSTRUCTON AND ARE PRONDING EFFECTVE CONTROL, SHALL REMAIN IN PLACE. All PROPOSE) SEDIMENT BASIN AND/OR TRAPS ARE r0 REMAIN IN PLACE UNTL ALL 1\\) \ y+\ \ 51PA 00 xlgl S' FOAO BPW O O SYMBOL WSIM CONTRIRUIING AREAS ARE STABILIZED. \\\\I \� \ IS, 1ID Nr SD21J \\ \ \ \ - O.B 1216, PG ll0 "Y CURRENT USEcE I. CLEAR TIE REMAINDER OF ME SIZE i0 ME FINPL LIMAS OF CLEARING AS SHOWN. 6.05 1RFE PROIECTON TP �()- / \\ \ \ \ \\ \,'p\\, /L/ O � O O 2. CONSTRUCT UNDERGRWND UDLIDES, STORM SEWER ROADWAY, PAVEMENT AND SITE ITEMS AND INSTALL PHASE 2 E0.5 MEASURES ACCORDINCIY. � / 11\(\\ \\ \ "\W."'IjYC / � — � ❑ 1EMPGRARY GRAMI CE 3. IFPPP ABI£AP IORMiOWFINALOPCEWTVERRSIRON OOF MENEE)E) 1EMPORONTRACSp1ESHWNLESAND COORD NAAIBILITM NSTAPREA¶ DISTURBED�AOTlH O� w6 CONSIPUCTON AY �Oq0 BYE S) M ON SSIONAL 1WM ME DESIGN ENpNF£R OR OWNER IN S° �\ ORDER MAT A WALIFIED OESIgV PROFESSIONAL OBSERVES THE INSLALLAT W OF ALL BNP ITEMS, THIS IDESIp! 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V — -ro I /ye #KARAT ca IR) \ \ Al, / / /% RAF APN�'Y \ a Ala v WALL T f — ASPTVAL OPosEO cRAnE Ac I I �1 HIGH PgCNT D 29A 1� / i / � a wA a �- — Cay4mucFm By 5M`N /� �� \ OD'TEIIFT3FWA� PUBL C; 45 MPH�DYI€D SPEED / BH BIG BH DER SE ARAR' ` \ ` l DOT RO�WAY CLASSIFIf�QTION: MKJOR THOROUGHFARE DE9w DRArm a D w T Nu. Ioo192-01-001 DATE I;D GRAP CSCALE T DATE: 0531-21)19 SHEET 6 Determination of Jurisdiction: A. ® There are waters including wetlands, on the above described project area 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). 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. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work in waters of the United States and prior to any work that could alter the hydrology of waters of the United States. B. ❑ There are Navigable Waters of the United States within the above described project area 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 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. C. ❑ There are waters including wetlands, within the above described project area that are 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. D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued DATE. Action ID: FILE NUMBER. Basis For Determination: See the Preliminary Jurisdictional Determination form dated 10/25/2019. 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 jurisdiction determinations as indicated in B and C above). This correspondence constitutes an approved jurisdiction determination for the above described site. 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: Phillip Shannin, Review Officer 60 Forsyth Street SW, Room 1OM15 Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 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 N/A. **It is not necessary to submit an RFA form to the Division Office if you do not object o the determination in this correspondence.** Corps Regulatory Official: David E. Bailey Date of JD: 10/25/2019 Expiration Date of JD: N/A NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL A licant: Cameron General Contractors (Attn: Bob Lewis File Number: SAW-2018-01939 Date: 10/25/2019 Attached is: See Section below ❑ INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A ❑ PROFFERED PERMIT Standard Permit or Letter ofpermission) B ❑ PERMIT DENIAL C ❑ APPROVED JURISDICTIONAL DETERMINATION D ® 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 hqp://www.usace.g=.mil/Missions/CivilWorks/ReizulatoryProf4ramandPermits.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. Phillip Shannin, Administrative Appeal Review Officer Attn: David E. Bailey CESAD-PDO Raleigh Regulatory Office U.S. Army Corps of Engineers, South Atlantic Division U.S Army Corps of Engineers 60 Forsyth Street, Room 1OM15 3331 Heritage Trade Drive, Suite 105 Atlanta, Georgia 30303-8801 Wake Forest, North Carolina 27587 Phone: (404) 562-5137 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 investigations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: David E. Bailey, 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. Phillip Shannin, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 Action ID Number: SAW-2018-01939 County: Guilford Permittee: Cameron General Contractors (Attn: Bob Lewis) Project Name: The Pilot at Sedgefield / Senior Living Facility / 5300 High Point Road / Tract 4 / Greensboro / Guilford County / residential Date Verification Issued: 10/28/2019 Project Manager: David E. Bailey Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: David E. Bailey Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 or David.E.Bailey2@usace.army.mil Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date