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HomeMy WebLinkAbout20191751 Ver 1_MODIFICATION REDUCED impacts_20201122Strickland, Bev From: Daniel Kuefler <daniel.kuefler@wetlands-epg.com> Sent: Monday, November 23, 2020 10:58 AM To: Johnson, Alan Cc: Heath Caldwell Subject: [External] re: plan updates for The HUB site, Union Co. Attachments: SAW_2019_00863 Exhibit Updates 111920.pdf, SAW-2019-00863 (signed NWP- MOD).pdf External email. Do not click I' Lreport.spam@nc.goy Alan, After completing an additional flood study on The Hub site (DWR# 19-1751, SAW-2019-00863), the project engineers have determined that a bottomless crossing is necessary to allow sufficient flow at high volumes to prevent any detrimental effects to the upstream flood elevations on adjacent properties. Subsequently, they have changed the design of the required road crossing at the entrance to the residential subdivision. There are some also some associated adjustments to the sewer alignment. The net result for this change is a reduction of stream impacts on the site (from 541f to 0 If). There is no net change to the permitted permanent wetland impacts (0.21 ac). The sewerline adjustments will require additional minor temporary impacts (from 0.06 ac to 0.16 ac). I have attached a packet of materials here to document the proposed updates, including the previous approval cover page with explanatory markups, an updated impact table from the PCN form, and an updated set of exhibits. As the net change is a reduction of permanent impacts, and only additional temporary impacts, no additional mitigation is proposed. Bryan has issued a modification to the 404 accordingly, also attached. Please let me know if you need to re -issue an updated 401 approval or whether this email is sufficient to note the change to the administrative record. Likewise, if you need any other information to process this inquiry please let me know. Thank very much, Daniel Daniel Kuefler Wetlands & Environmental Planning Group Leonard S. Rindner, PLLC www.wetlands-epg.com 336.554.2728 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2019-00863 County: Union U.S.G.S. Quad: NC -Matthews GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Greystar GP II, LLC Josh Glover Address: 521 E. Morehead Street, Suite 400 Charlotte, NC 28202 Telephone Number: 704-379-1686 E-mail: 60over(&2reystar.com Size (acres) 29.01 Nearest Town Indian Trail Nearest Waterway South Fork Crooked Creek River Basin Upper Pee Dee USGS HUC 03040105 Coordinates Latitude: 35.0845 Longitude:-80.6639 Location description: The review area is located on the south side of Chestnut Parkway; approximately 0.3 miles east of the intersection of Chestnut Parkway and Matthews -Indian Trail Road. PINS: 07105004 and 07105005D. Reference review area description shown in Pre -Construction Notification package entitled "Figure 1, Vicinity" and Printed Date of 05/09/2019. Description of projects area and activity: This verification authorizes the permanent impacts to 54 linear feet of stream and 0.21 acres of wetland and temporary stream and wetland impacts of 25 linear feet and 0.35 acres, respectively, for the construction of a mixed use development (i.e., residential subdivision and hotel). The proposed impacts are presented below in Table 1. Temporary stream and wetland impacts will be restored to pre-existing conditions after the completion of construction. Nationwide Permit No. Resource Impacted Duration of Impact Amount of Impacts Reason for Impact 39 Wetland Permanent 0.15 acre Discharge of fill material 39 Wetland Temporary 0.29 acres Excavation/construction access 29 Wetland Permanent 0.06 acres Culvert placement 29 Wetland Temporary 0.06 acres Excavation/construction access 29 Stream Permanent 54 linear feet Culvert placement 29 Stream Temporary 25 linear feet Excavation (sewer line installation) Proposed update requires an additional 0.1 T AL PERMANENT STREAM IMPA TS ac temporary wetland impacts for the NWP OTAL TEMPORARY STREAM IMPA TS 29 (0.16 ac total temp impacts here) TOTAL PERMANENT WETLAND IMPAC TOTAL TEMPORARY WETLAND IMPACTk 54 linear feet 25 linear feet 0.21 acres 0.35 acres Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344) eliminates this Proposed update to ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) stream impact Authorization: NWP 29. Residential Developments and NWP 39. Commercial and Institutional 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 12/27/2019, and the enclosed plans Construction Drawings (Sheets 1-5 and 9) dated 1/6/2020. 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) C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑X Wetlands ❑X Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Temporary T W1 F, Fill Bottomland Hardwood Forest Yes Corps 0.05 W2 P Fill Bottomland Hardwood Forest Yes Corps 0.01 W3 T Excavation Bottomland Hardwood Forest Yes Corps 0.16 W4 F, Fill Bottomland Hardwood Forest Yes Corps 0.15 W5 T Excavation Bottomland Hardwood Forest Yes Corps 0.29 W6 - Choose one Choose one Yes/No 2g. Total Wetland Impacts: 0.66 2h. Comments: 0.45 ac of temporary wetland impacts are required for a sewerline installation, construction access, and temporary erosion control measures. These impacts will be restored to pre-existing conditions as noted on the exhibits. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact number intermittent (INT)? jurisdiction stream length Permanent (P) or width (linear Temporary (T) (feet) feet) S1 T Excavation Stream A PER Corps 3 25 S2 - Choose one S3 - Choose one S4 - Choose one S5 - Choose one S6 - Choose one 3h. Total stream and tributary impacts 25 3i. Comments: Temporary impacts to 25 If of Stream A are required for a sewerline installation and will be restored to pre-existing conditions as noted on the plans and shown on the stabilization exhibit attached. Page 4 of 10 PCN Form — Version 1.4 January 2009 \ G G: �G G Hf �/ //• PROJECT BOUNDARY / b o • (TYP) G `. G i WETLAND F i `••!t N,a\ ON -SITE <0 (27,417 SQ FT) , • - • .\��\� ` \\ \\\\ �L \\�\ (0.629AC) EXIST. POWERLINE Q\ : 1 �Q \ \\\ 11 LL IL C �I I I PI III III 100, 0' 100' 200' 400' SCALE: I" = 200' ,/ , o PERENNIAL STREAM A ONSITE LENGTH = 1,732' (0.201 AC) �I " ®• \ \ i WETLAN 203 SQ PT) w " EXIST. SANITARY (0.005 AC)� ,� SEWER EASEMENT A. \ p J i a\II Q z_ J 11 •. r %/ i•� •1 ' I /Q' O WETLAND C ON -SITE I (55,448 SQ FT) ' Z Z (1.27 AC) ' 1 r,/ Q J O WETLANDH� (638 SQ FT) 1/ ' 1\ ~ H Z <� (0.015 AC) = Z U) X WETLAND D Z Ur W '/ (29,408 SQ FT) \ \ j 1 • (0.675 AC) WETLAND j r (1,022 SQ FT) ; 1p LLJ m (0.023 AC�� \x • ' 3 ' 1 , , WETLAND E ' < WETLAND 1 w x(7,840 SQ FT) // z `l ' (0.180 AC) ti Y ON -SITE (4,202 SQ FT\o i • 'ram �' Q Q N c rn (0.096AC) 4 1 yfn • {Yv�Y Q n F CA1 o C> �' p\o • Jp\,� �� �'/ski O it LL a 14 .' \. 100, 0' 100, 200' 400' SCALE: I " = 200' LEGEND: L-----I ➢�i j/ - 1 \ r r PROPOSED SANITARY SEWER OPEN CUT r / 25 LF TEMPORARY STREAM 0.06 AC OF TEMPORARY WETLANDS IMPACT �• r i , ADDITIONAL WETLANDS I / 0.01 AC OF WETLANDS TO BE i 0.07 AC C a / r Tv/• � C ON -SITE BUFFER (1.10 AC) —� j WETLANDS l II (2.89 AC) (0.21 AC ACRES TO BE FILLED) STREAM CENTERLINE IED ROAD CR( NO STREAM I / / O \ PROJECT BOUNDARY .\ m P) , w J I� Z 1 O Q Q U ~ Z U CL Q J LLI m [L< =zU) Q wQw w = 0 Q� > L_ Z rn O r / / X 04 N O PQ F N N CD # LL Jk cam/ a s m �O o 20 0 20' 40' 80 SCALE: I" = 40' - %/ � \ J� \ ��� S � SSE ♦� i \ \ l--\-----` \ \ F $ ` 'EXIST. SANITARY SEWER 20' SANITARY SEWER SSE \ sF \ \ \ EASEMENT- SEE SHEET 6 OF 10 FOR \ \ \ \ \ \ \ SANITARY SEWER CROSSING AND ADDITIONAL WETLAND IMPACTS \ �sF 1 �`� EXIST. STREAM TOP OF BANK ♦\�\ �sF STREAM BUFFER1 \ �p�� `� PROP. 0.03 AC TEMPORARY \ \ WETLANDS IMPACTS \ ss \ / cLLI PROP. 0.05 AC \\�2322 SF WETLANDS TO BE s FILLED 0 \� ti i Z < U 5 \ \ fw � / \ / \ Q IP OP. 51 LF TX 24' BOTTOMLESS CULVERT H \ \IROAD CROSSING OVER STREAM Z s8o PROP. WALL ENO PERMANENT STREAM IMPACT m < Q� 0 w Q w Q � / / PROP. STORM DRAINAGE PROP. WALL PROP. STREAM BUFFER \ c� LEGEND: EXIST. STREAM WETLANDS /- CENTERLINE (2.89 AC) i� I N PERENNIAL STREAM A �\\\ o\ o o O 0 LL (0.21 AC TO BE FILLED) � � l J\� i \ \ J I \f\\\\ Q \ _ ts -60 \ d 0 STREAM CENTERLINE 0 m M EXIST. WETLANDS \\ ¢I W a SCALE: 1"40' H SCALE: 1"4' V 690 0 20' 40' 1. 100' 0 2' 4' S' 10' Y Z U, p.�m V S W PROP. GRADE @ ROAD CENTERLINE o �m3 W za a "' 685 685LJLl z U 0.5 % 680 680 UV ZZ EXIST. GRADE @ Q ROAD CENTERLINE PROP.7' CONCRETE H X 24' W BOTTOMLESS U Z CULVERT J Z � Q O w 675 675 aa2 — O w Z}2 N gY06 O �ar �� U J — P Z U) N 670 670 m = O �Ua ac H 06 U °a _ U 0 �» R Y PROP.GRADE z 665 665 m EXIST. GRADE LL a � N O m Ln00 00 OM (O CiN 'ITN a0� 71p O oci 0o -:0)UnC (O Cn cDM Cor Mo Mr— m NM 1-0 r-p Mt--rl� M N �r O CD00 00 .,t c0 m- In r100 00 -L CO �co 00 Nr CO vp m Wm f- 000) CD� op � � � � z O Coo(o Coo(o CCOCO COO cc000 loo a0-4 G20O-4 10-1.4 010-4 [,,--M lr*--c6 'POIM 1polN pN Lro-N "tr cor cNr ;:O ;:O (O ;:O tic iz(A ;:O) IN-6 m `o - s d (000 (O (000 (O (000 (O Coco (fl Coco CO 0000 co Coco Co 000 CO Coco CO 0000 CO Coco CO moo CO moo CO woo CO c000 CO cfl00 CO c000 CO 0000 CO COW CO coop CO Coco cocD c0 CO (ocD CO co CD CO col— (fl coil- CO Wco CO SCALE: 1"4(Y H SCALE: 1"4' V 0 20' 40' 1. 100' 0 2' 4' S' 10' 2 s �m g$EE �LL d 685 685 E e G➢ "�3 680 680 UU Z Z Q 675 675 � H J Z 3C o w Z U) ol Z 2 w Q Y 06 O 0- U of Z ~ J a 670 —�_ 670 Ham- z aW� N � j0Q U 06 0 2U)� O 665 665 0 O O O N p O o r� ALL N 0) N O m o ou> a m� PROP. GRADE 2.0% 13.0% 8" DIP WATER LINE- PROP. HEADWALL DESIGNED =T= =T= =T= =T= TO BY OTHERS BE i�i ------- i�i i=i _�_ _�= 1�=�i 1�=�i 1�=�i =1ii= PROP. DESIGNED HEADWALL HAND RAIL BY OTHERS WITH TO BE =Tii 1ii=Tii 51 CONCRETE CULVERT LFOF7'HX24'W ARCH 2.80% 668.80 887.35 EXIST. GRADE @ - STREAM CENTERLINE PROP. GRADE EXIST. O h O O h O GRADE O h O O f� O O O h h O O O O O O f� f� f� f� O O O O � � O O N O 016 � O O (pp co co COp co co COp COS O� O� O� O� f� O W � ao COS CO CD CO O� CO O O a0 LO O °� CO O °� O (fl aD aD W CD (O (O O O O W (O O PROP. TIE-IN TO PROP. SANITARY SEWER MANHOLE 20' 0' 20' 40' 80' SCALE: I = 40 TEMPORARY ACCESS EASEMENT TO BE REESTABLISHED WITH NATIVE SPECIES, WOODED CORRIDOR TO BE REPLANTED AT 260 STEMS/ACRE, \ -�•- l /( s PERMANENT MAINTENANCE EASEMENT TO BE RESEEDED_ WITH NATIVE STABALIZATION MIX. EXIST. SANITARY SEWER sF \ sSF SS � ,� ,� f- � ASS A ass lam` 20' SANITARY SEWER F SS F EASEMENT PROP. 0.01 AC (270 SF) t ADDITIONAL WETLANDS \ TO BE FILLED L PROP. ANTI -SEEP COLLAR TO BE INSTALLED AT THE DOWNSTREAM AND UPSTREAM SIDE OF THE - WETLAND PROP. 0.04 AC (1715 SF) WETLAND CROSSING. COLLARS SHALL BE INSTALLED PER STATE STANDARDS. ADDITIONAL TEMPORARY — WETLANDS IMPACT _ PROP. SANITARY SEWER OPEN CUT \� 25 LF TEMPORARY STREAM IMPACT 0.06 AC TEMPORARYWETLANDS IMPACT _ s s SS PROP. WALL 7 Q r \� �F<\ > � —IF JV 2 =o� 32.00 LEGEND: 0 :",,E�XIST. WETLANDS' s 'ROP. STORM DRAINAGE J, \ \ ss WETLANDS (2.89 AC) (0.21 AC TO BE FILLED) STREAM CENTERLINE A \ NSF Q U c�5 PERENNIAL STREAM A _� � EXIST. STREAM TOP OF BANK — u 1� ` ,r ,r ,r ,r \ Q J mQIY ro s", PROP. STREAM BUFFER ~ > \ Q \ = Z Cn \ 6 = 0 L-I 1 Hzc� ` 'PROP. WALL,J. PROP. 0.03 AC (1215 SF) ADDITIONAL TEMPORARY WETLANDS IMPACT SEE SHEET 3 OF 10 FOR Y c o ROADWAY CROSSING IMPACTS ( o rn / N O z o o ts 0 Q 4) � O 0 o W a (Li) "O 100, 0' 100, 200' 400' SCALE: I " = 200' SITE AREA 27.5 AC % IMPERVIOUS = 80% I LEGEND: PROPOSED WATER MAIN CONNECTION �� -- >�`�• _ "�.. PROPOSED SANITARY SEWER CONNECTION • F / Q \ PROJECT BOUNDARY • .i .\ cryP) \ `\ •� UNDERGROUNDBMP#1 � `��� •4 I /��'�\ WQ AND DETENTION \ \ '\ WETLANDS (2.89 AC) FFFHHHI (0.21 AC TO BE FILLED) STREAM CENTERLINE i r • • BMP #2 (CONCEPTUAL) . e / � a I � i J_ Q z F— O Q Q U z ZU J z D- Q J W m Q Q� Q < =zC/) =o� o �ZUr cn m / z N N C> {Yv/ Yam/ PQ X F N N O LL O o #0 U 9 do t0 •• U al LEGEND: MANSOUR 0.15 ACPER= WETL^ANDSTED TILT MPACT l..l��l TO BE FILLED CONSULTING _ _ _ _ _ 0.29 AC 1200 FAST MOREHFAD ST. _ _ e POTENTIALTEMP. SUIff 275 — — — WETLANDS IMPACT 11ol T1E, N. 2-1560 y — — — — — — — Phane 704/672-I560 — — — E INDEPENDENCE BLVD cir WETLANDS TO NOT 0 o,eR'°~' °°°°°Ma°' BE DISTURBED E°M c—.1ti't, 200' RIGHT OF WAY _ °`"°' °°'`"=ti°° °.a gg° itbth.: <<<° ° e \ / proM1ibitb° rill bs suDfec o Isq°9.1 °co-1on. UCOM — UCOM — UCOM — UCOM — UCOM — UCOM — UCOM UCOM — UCOM — UCOM UCOM — OM M — o U UCO_• o\ PROJECT PROPERTY U fT UCO EB' OVHE — N40'53m UCOM UC Sa0't 2'S6°E 556.08' '29.1' VH —�141E --'t CO 113.09' I o 0o O r o of DRIVEWAY PIPE FP _ l FOR OFF -SITE see DRAINAGE FROM R/W 2 6 5 685 P OJECT PROPERTY Pe ET SB NUMBER 11,12,1011 CON 6 N ME 684 �S gyp 4 6. ME \ 68 O 00 n0000 Pn>Atr HAR S D91L 11.12.2019 / p z 61GrtK RIF. 11.12.2019 CON / o e ® o % `a SEE 3 OF 4 � � � � 1 ISSUE G— REVISION 1 THE HUB AT INDIAN TRAIL INDIAN US74 BR e� i &CHESTNUT (� ; 1 PKWY INDIAN xx TRAIL, NC _� 1 _er .. \ .. \ GREYSTAR GP II, LLC 1 & MOSER GROUP INC. 1 SEE 2 OF 4 1 1 ® \max:: x:'� ® ® 1 J �jx'\;x� x Xsxxx 1 WETLANDS PERMIT s : Ssse\ EXHIBIT FOR sS \\ ss HOTEL SITE s 0 100 200 ; OVERALL GRAPHIC SCALE 1"=100' 1 OF 4 x \ ssF sF ♦ � � � \ � ��,�e X X X x X X d� X X X� X x x x x X sF \ x x x X x x x X X\ sSF ss ` (X O� ED TI�IN X X\_ \�\ X9SG _XAN ITA R X x x s � x X X X X x x x x �� C�Q/�G X�� XX XXX x XXXx \, ��,� Xx XE)gI� �WETiA 1Dt X x X x X \ ssF �� x x x X X \�X TC� FZEMAIN X X , .. ..\� X s \. '9 x X X x x - ^n �\ �r �� X X X X X / �_�\ \� X `P(" ��jl. X X X X X X X X x S 6g X X x 3 X E ANITAY SEWER 11 X x \ � � 1 �� X I 2 'SANITARY SEWER SEMENT I x'X X x C 6) ./E� \ `� � � Foc � c � �OO'PI EAM BUFFFER J/ ( x x \ \ \ �jO� 1 r x j �Z. STREAN�I x X x EN ERLINE�x x� x x� V�/ A X�ST. EXIST. STFZ€/-M D�X fT REMAIN x+ X P `BANK x X x x s �� --PER NIAL \X \ X X X X X x / x x X s STREA / X X'�__a X X SSE ---PROP. OAAC 4 ) x x WETLAND TUBE FI D \ C_ x SFECROSS SECTICl ON SHFEE1 0�4 — \\ x X\X /Js` ss \ SSE s P�f OP D 0.23 A-C-0n fa_ \ X �x x ss� ', SSE X x TEMP. WETLAT4D IMPACT -FOR TEMP. SED1blE �NT \ X x '\ SSE�ss BASIN SILT-F€NCONSTF�UCTIQ CC�S \� X X� E X x � % TO/BE RESTORED -UPON -CLOSE UUT-OF MP.-,,\, �� X� X x X X X SEDIMENT IN AND -REMOVAL OF�SILT-F_EN E \ \ �/ �\ x X 1 X x AND RESEEDE ITH NATWE_STA�ILIZTION \ J X f \ x x / --PROP E0 TIE -I � / x \/ X x X x x �g x X \X� �J X 1 ^/EXI ING NIT/ / TEMP. LOSE UT PIPE M E REMOVED N \ \ \x x X � � X X� x I UPON CLOSE OUT OF AMP. SE IMENT BA_.\ \ �� x X J x X+ XE \x ------- \ 0 40 \ 8� \X X � �� x� '� \ STREAM-BU1FEI \\ x GRAPHIC CAA = 0'\'� h \ \ \ \' EXIST. STRE7�bl MANSOUR =EDLIN CONSULTING 1200 EAST MOREHEAD ST. SUITE 275 CHARLOTTE, N. C.28204 Phone 704/672-1560 editµn9 coruoM rY ee �ofr tM1 act an. tlro g .wid written consent Abbe a bje to lepal9 action. NUMBER 11.12.2019 CON o¢la ME owl ME HAR Mrt: 11.12.2019 oIGFlu FlIL 11.12.2019 CON REVISION THE HUB AT INDIAN TRAIL INDIAN US 74 & CHESTNUT PKWY INDIAN TRAIL, NC GREYSTAR GP II, 4 MOSER GROUP WETLANDS PERMIT EXHIBIT FOR HOTEL SITE ENLARGEME #1 2OF4 L„\ SANITARY S ER �A O \ OPTION "A' \ \ \ \ x0-1 lb PROJECT BOUNDARY(TYP.) o x x \ \ x x x x x \ x x x x x x x SE sS99.�� xEXIST. WETLANDS SSE SE E�I�R "� xTO REMAIN x x g AST p,R-Ss s R ss x x x x x x\ x _ 1 _ss _- � x x x \E s�� — ssE s\ s x x x PF�O�. Ox06 AC (2,644 S 61,0 i — ss —\\Ss x JEMR. WETLANDS IMPAC F R 6>� x SILT FXENCE<& CONSTRUCT N AQCE� >T0 BE RESTORED UPON ROE OF x \ ILT F*-NCE ANp RESEEDED WITH N xIVF x x ((� �\ > \\ -�� \\ BILIZATION W.. x x x x x 9� x x x x� �x �— _ � 66�' x� x '� x x x x ,-PROPOSED IT E-IN TO \\\ x x1 x \ss \ �68 x x� x x x x x x x x /E ISTING NITARY SE ER X �x x ss \ x x x x x x x x x x $TTWETL"Axx x x s -� S x x x x x x x x x x / x CSTREAIbF$UFER� ��x x x�MA' X xxx x ss xSX�\667 \� x x x\x �x� x\ x x x x , \� f \J 1\ x x �ROVO�E® STO r T R x x x �Xs1s x \SS \ � HST. WETLANDS x x Q x L x OUTFAL: QPT40rV x EXIS STREAM x x xs x x J �— \fix xDA�`YLIGHT TO )JI�GT STORIV� ' A�TEF� % x \ x x �\ x x CE:j9TL1 E \ \ x k2 -OFr Tb WETJ-AND3AREAx x lx x s SSx x x X x x x x\ x x x \� ] x x x x x x/ x S x x x x x� x EXIST. STREAM \ \ �\ \x x x >20 11 ARY �ER x x \ -x x x \ TOP OF BANK \��� �� x- EEIM E Tx x x x x_ x s x \, F x x\ x x x x x x x x s x x \\ \ x \ x\a{ X x x XF x SS�"'i,SF� x \x \EXIST. WETILANIDt x x \x� x� ss \ C 7 \ �x ' TgREMAIN, x x x SF'—x x x e \ \ ll x x x x x x` x x x x Sse S x 40 J 8 x x x x �\ -x=xx\ x xsF'� S- x SS \ \\ x x x \ x x x x Sse \ GRA H SC\A-L-El" =40' \ x s MANSOUR =EDLIN CONSULTING 1200 EAST MOREHEAD ST. SUITE 275 CHARLOTTE, N. C.28204 Phone 704/672-1560 elnewmpe tema°soo Etlli1nogC opuMY,er uee ofr thl. tian. tlrawing wiMout written c sent i will be , to III action. NUMBER 11.12.2019 CON D l ME �c m ME DMnn HAR M1G 11.12.2019 DIGr& ni 11.12.2019 CON REVISION THE HUB AT INDIAN TRAIL INDIAN US 74 & CHESTNUT PKWY INDIAN TRAIL, NC GREYSTAR GP II, 4 MOSER GROUP WETLANDS PERMIT EXHIBIT FOR HOTEL SITE ENLARGEME #2 30F4 PROPOSED GRADE UPON CLOSED OUT OF TEMP. FILL FOR SEDIN TO BE REMOVED UPOI OF SEDIMENT BASIN TEMP. SILT FENCE TO BE REMOVED UPON CLOSED OUT OF SEDIP BASIN. ASSOCIATED I AREA TO BE RESEEDE NATIVE STABILIZATION Z Z w w 682 PARKING AND I RIVE m m Q w w 681 re ry w w w 2 680 w m w m � O 20. ' m 679 w c� Lu 678 w w m 677 J J Q 676 w O 675 BASIN p a 674 ENT BASIN 673 0000 J CLOSED OUT 672 m boo 671 O a / m 670 RENT DISTURBED 669 EXIST N D WITH MIX 668 TEMP. WETLANDS IMPACT TO BE RESEEDED WITH NATIVE STABILIZATION MIX TEMP. SEDIMENT BASIN TO BE CLOSED OUT UPON SITE STABILIZATION 0+00 10+00 20+1�60 30+00 40+00 50+00 60+00 70+00 80+00 90+00 10+00 11+00 12+00 0 30 30 GRAPHIC SCALE 1" =30' VERTICAL SCALE 1" =3' MANSOUR E EDLIN CONSULTING 1200 FAST MORDEAD ST. SUNS 275 CHARLOTTE, N. C.28204 Phone 704/672-1560 wing a esign s ring wo uotFer Tu offF Gwrawing without written c sent s proM1iEitbj and infringement �ijjPROJECT N9MBEA 11.122019 CON ME ME DUM HnR DeIE: 11.12.2019 OICRK FILE: 11.12.2019 CON ISSUE REVISION THE HUB AT INDIAN TRAIL INDIAN US 74 & CHESTNUT PKWY INDIAN TRAIL, NC GREYSTAR GP II, LLC & MOSER GROUP INC. WETLANDS PERMIT EXHIBIT FOR HOTEL SITE ENLARGEMENT #2 40F4 PERMIT MODIFICATION --- 11/23/2020 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2019-00863 County: Union U.S.G.S. Quad: NC -Matthews GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Greystar GP H, LLC Josh Glover Address: 521 E. Morehead Street, Suite 400 Charlotte, NC 28202 Telephone Number: 704-379-1686 E-mail: a0overna mystar.com Size (acres) 29.01 Nearest Town Indian Trail Nearest Waterway South Fork Crooked Creek River Basin Upper Pee Dee USGS HUC 03040105 Coordinates Latitude: 35.0845 Longitude:-80.6639 Location description: The review area is located on the south side of Chestnut Parkway; approximately 0.3 miles east of the intersection of Chestnut Parkway and Matthews -Indian Trail Road. PINS: 07105004 and 07105005D. Reference review area description shown in Pre -Construction Notification package entitled "Figure 1, Vicinity" and Printed Date of 05/09/2019. Description of projects area and activity: This verification authorizes the permanent impacts to 54 linear feet of stream and 0.21 acres of wetland and temporary stream and wetland impacts of 25 linear feet and 0.35 acres, respectively, for the construction of a mixed use development (i.e., residential subdivision and hotel). The proposed impacts are presented below in Table 1. Temporary stream and wetland impacts will be restored to pre-existing conditions after the completion of construction. Nationwide Permit No. Resource Impacted Duration of Impact Amount of Impacts Reason for Impact 39 Wetland Permanent 0.15 acre Discharge of fill material 39 Wetland Temporary 0.29 acres Excavation/construction access 29 Wetland Permanent 0.06 acres Culvert placement 29 Wetland Temporary 0.16 acres Excavation/construction access 29 Stream Temporary 25 linear feet Excavation (sewer line installation TOTAL TEMPORARY STREAM IMPACTS 25 linear feet TOTAL PERMANENT WETLAND IMPACTS 0.21 acres TOTAL TEMPORARY WETLAND IMPACTS 0.45 acres 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 and NWP 39. Commercial and Institutional 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 12/27/2019, and the enclosed plans Construction Drawings (Sheets 1-5 and 9) dated 1/6/2020. 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 PERMIT MODIFICATION---11/23/2020 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 (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at (252) 808-2808. 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 Bryan Roden -Reynolds at 704-510-1440or bryan.roden-reynolds(i,usace.army.mil. RODEN Digitally signed by RODEN REYNOLDS.BRYAN.KENNETH.1263385574 REYNOLDS.BRYAN.KENNETH.1263385574 Corps Regulatory Official: Date: 2020.11.23 07:27:46 -05'00' Date: 11/23/2020 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://corpsmapu.usace.army.mil/cm_apex/Pp=136:4:0 Copy furnished: Agent: Wetlands and Environmental Planning Group Daniel Kuefler Address: 10612-D Providence Road, PMB 550 Charlotte, NC 28227 Telephone Number: 336-554-2728 E-mail: daniel.kuefler(a)wetlands-epa.com Property Owner: Trustee Kay Lemmond Address: 844 Cherokee Road Charlotte, NC 28207 E-mail: lemmondaid37(&2mail.com SAW-2019-00863 SPECIAL CONDITIONS a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby incorporated as special conditions of this permit authorization. Action ID Number: SAW-2019-00863 County: Union Permittee: Greystar GP II, LLC, Josh Glover Project Name: The Hub Date Verification Issued: 11/23/2020 Project Manager: Bryan Roden -Reynolds 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: Bryan Roden -Reynolds Charlotte Regulatory Office U.S Army Corps of Engineers 8430 University Executive Park Drive, Suite 615 Charlotte, North Carolina 28262 or bryan.roden-rynolds@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 SAW-2019-00863 MEMORANDUM FOR RECORD SUBJECT: Department of the Army Memorandum Documenting General Permit Verification 1.0 Introduction and overview: Information about the proposal subject to one or more of the Corps regulatory authorities is provided in Section 1, detailed evaluation of the activity is found in Sections 2 through 4 and findings are documented in Section 5 of this memorandum. Further, summary information about the activity including administrative history of actions taken during project evaluation is attached (ORM2 summary). 1.1 Applicant name: Greystar GP II, LLC, Josh Glover 1.2 Activity location: Latitude: 35.0845 Longitude:-80.6639 Location description: The review area is located on the south side of Chestnut Parkway; approximately 0.3 miles east of the intersection of Chestnut Parkway and Matthews -Indian Trail Road. PINs: 07105004 and 07105005D. Reference review area description shown in Pre -Construction Notification package entitled "Figure 1, Vicinity" and Printed Date of 05/09/2019. 1.3 Description of activity requiring verification:This verification would authorize the permanent impacts to 54 linear feet of stream and 0.21 acres of wetland and temporary stream and wetland impacts of 25 linear feet and 0.35 acres, respectively, for the construction of a mixed use development (i.e., residential subdivision and hotel). The proposed impacts are presented below in Table 1. Nationwide Permit No. Resource Impacted Duration of Impact Amount of Impacts Reason for Impact 39 Wetland Permanent 0.15 acre Discharge of fill material 39 Wetland Temporary 0.29 acres Excavation/construction access 29 Wetland Permanent 0.06 acres Culvert placement 29 Wetland Temporary 0.06 acres Excavation/construction access 29 Stream Permanent 54 linear feet Culvert placement 29 Stream Temporary 25 linear feet Excavation (sewer line installation) TOTAL PERMANENT STREAM IMPACTS 54 linear feet TOTAL TEMPORARY STREAM IMPACTS 25 linear feet TOTAL PERMANENT WETLAND IMPACTS 0.21 acres TOTAL TEMPORARY WETLAND IMPACTS 0.35 acres 1.4 Is this an After -the -Fact verification? No. 1.5 Date PCN determined complete for processing 1/8/2020 1.6 Jurisdiction Determination completed? A Preliminary JD was completed on 7/5/2019. 1.7 Permit authority: Section 404 of the Clean Water Act (33 USC 1344) 1.8 Applicable Permit: NWP 29. Residential Developments and NWP 39. Commercial and Institutional Developments 1.9 Activity requires written waiver of NWP limits? No. SAW-2019-00863 1.10 Activity requires a waiver from the requirements of a regional condition(s)? No. 2.0 Evaluation of the Pre -Construction Notification 2.1 Direct and indirect effects caused by the GP activity: The direct effects of the proposed activity in waters would include the loss of jurisdictional waters (as specified in Section 1.3) and their associated aquatic resource functions. The proposed activity also has the potential to result in indirect effects to waters including excess sedimentation in downstream waters, disruption and/or killing of aquatic life in the direct vicinity of the project area, increase of downstream flows, and blocking/restricting aquatic life passage transiting in and through the project area. These indirect effects are expected to be minimal due to design criteria and Best Management Practices (BMPs) required by Nationwide Permit General and Regional Conditions. Additionally, indirect effects would be further reduced through the implementation of BMPs required by state, local, and Federal ordinances and regulations. 2.2 Site specific factors: The review area is covered with a secondary growth, mixed pine/hardwood forest. General land use in the vicinity is a mixture of residential and commercial developments and undeveloped lands. 2.3 Coordination 2.3.1 Was the PCN coordinated with other agencies? No. Agency coordination is not required and was not conducted for the proposed project. 2.3.2 Was the PCN coordinated with other Corps offices? No. 2.4 Mitigation 2.4.1 Provide brief description of how the activity has been designed on -site to avoid and minimize adverse effects, both temporary and permanent, to waters of the United States to the maximum extent practicable at the project site:The applicant provided a detailed statement describing their efforts to avoid and minimized impacts to waters of the United States on the project site in the preconstruction notification. Based on this information, the Corps believes the applicant has avoid and minimized impacts to waters of the United State to the maximum extent practicable. 2.4.2 Is compensatory mitigation required for unavoidable impacts to jurisdictional aquatic resources to reduce the individual and cumulative adverse environmental effects to a minimal level? Yes. Provide rationale: Compensatory mitigation is required to ensure minimal adverse environmental effects. The loss of wetlands associated with the activity is greater than 0.10 acre. In addition, there is no compensatory mitigation required for permanent stream impacts because the applicant has minimized impacts and the loss of stream channel associated with the activity is less than 150 linear feet. 2.4.3 Type and location of compensatory mitigation SAW-2019-00863 Is the impact in the service area of an approved mitigation bank? Yes. If yes, does the mitigation bank have appropriate number and resource type of credits available? No. Is the impact in the service area of an approved in -lieu fee program? Yes. If yes, does the in -lieu fee program have the appropriate number and resource type of credits available? Yes. Selected compensatory mitigation type/location(s): See Table 2 Table 2: Mitigation Type and Location Mitigation bank credits In -lieu fee program credits X Perm ittee-responsible mitigation under a watershed approach Permittee-responsible mitigation, on -site and in -kind Permittee-responsible mitigation, off -site and/or out of kind Does the selected compensatory mitigation option deviate from the order of the options presented in §332.3(b)(2)-(6)? N/A. If yes, provide the rationale for the deviation, including the likelihood for ecological success and sustainability, location of the compensation site relative to the impact site and their significance within the watershed, and/or the costs of the compensatory mitigation project (see 33 CFR §332.3(a)(1)): 2.4.4 Amount of compensatory mitigation: 0.42 acres of wetland credits Rationale for required compensatory mitigation amount: This amount of compensatory mitigation is necessary to replace the permanent loss of WOUS and temporal loss at the mitigation site. Compensatory mitigation for permanent impacts to 0.21 acres of wetland would be required at a ratio of 2:1. This ratio is appropriate because the applicant did not provide the information necessary (i.e., North Carolina Wetland Methodology) to determine the quality of the impacted wetland which may result in a reduction of the compensatory mitigation ratio. 3.0 Compliance with Other Laws, Policies and Requirements 3.1 Section 7(a)(2) of the Endangered Species Act (ESA) 3.1.1 ESA action area: The action area includes the waters of the United States that will be directly affected by the proposed work or structures and uplands directly affected as a result of authorizing the work or structures. 3.1.2 Has another federal agency taken steps to document compliance with Section 7 of the ESA and completed consultation(s) as required? No. 3.1.3 Known species/critical habitat present? No. The Corps has determined that it has fulfilled its responsibilities under Section 7(a)(2) of the ESA. SAW-2019-00863 IPAC Species in Union County: Name: Carolina heelsplitter (Lasmigona decorata) Status: Endangered Name: Michaux's sumac (Rhus michauxii) Status: Endangered Name: Schweinitz's sunflower (Helianthus schweinitzii) Status: Endangered Effect determination(s), including no effect, for all known species/habitat, and basis for determination (s): The Corps has determined the proposed activity will not directly or indirectly affect any species subject to the ESA. Based on the latest version of the Natural Heritage Program's NHEO data, there are no protected species located within or in the vicinity of the action area. 3.1.4 Consultation with either the National Marine Fisheries Service and/or the U.S. Fish and Wildlife Service was initiated and completed as required, for any determinations other than "no effect" (see the attached "Summary" sheet for begin date, end date and closure method of the consultation). Based on a review of the information above, the Corps has determined that it has fulfilled its responsibilities under Section 7(a)(2) of the ESA. 3.2 Magnuson -Stevens Fishery Conservation and Management Act, Essential Fish Habitat (EFH) The NWPs/RGPs were coordinated with the NMFS during the permit renewal process. NMFS coordination/EFH consultation is required if the activity affects SAV. This activity does not affect SAV. Therefore, NMFS coordination/EFH consultation has been completed. 3.2.1 Has another federal agency taken steps to comply with EFH provisions of Magnuson -Stevens Act? No. 3.2.2 Did the proposed project require review under the Magnuson -Stevens Act? No. 3.3 Section 106 of the National Historic Preservation Act (Section 106) 3.3.1 Section 106 permit area:The permit area includes those areas comprising waters of the United States that will be directly affected by the proposed work or structures, as well as activities outside of waters of the U.S. because all three tests identified in 33 CFR 325, Appendix C(g)(1) have been met. Final description of the permit area: All three test have been met and portions of the larger project undertaken outside of waters of the U.S. are in the permit area. Activities undertaken outside WOUS are included in the permit area because those activities are directly associated and integrally related with the authorized work and those activities would not occur but for the authorization of the work within the WOUS. 3.3.2 Has another federal agency taken steps to comply with Section 106 of the National Historic Preservation Act and completed consultation(s) as required? No. 3.3.3 Known cultural resource sites present and/or survey or other additional information needed? No. Based on the NCDCR "HPOWEB" service, aerial photographs, and a site visit, there are no known historic properties located in the permit area or in close proximity to the permit area. Effect determination and basis for that determination: The Corps has determined the proposed activity has no potential to cause effects to properties listed or eligible for SAW-2019-00863 listing in the National Register of Historic Places, because the project is located in areas that have been extensively modified. 3.3.4 Consultation was initiated and completed as required with the appropriate agencies, tribes and/or other parties for any determinations other than "no potential to cause effects" (see the attached "Summary" sheet for consultation type, begin date, end date and closure method of the consultation). The Corps has determined that it has fulfilled its responsibilities under Section 106 of the NHPA. 3.4 Tribal Trust Responsibilities 3.4.1 Was government -to -government consultation conducted with Federally -recognized Tribe(s)? No. There are no known tribal interests in the project area. Provide a description of any consultation(s) conducted including results and how concerns about significant effects to protected tribal resources, tribal rights and/or Indian lands were addressed. The Corps has determined that it has fulfilled its tribal trust responsibilities. 3.4.2 Other Tribal including any discussion of Tribal Treaty rights? N/A 3.5 Section 401 of the Clean Water Act — Water Quality Certification (WQC) 3.5.1 Is a Section 401 WQC required, and if so, has the certification been issued or waived? A general WQC has been issued for this permit. 3.6 Coastal Zone Management Act (CZMA) 3.6.1 Is a CZMA consistency concurrence required, and if so, has the concurrence been issued, waived or presumed? N/A, a CZMA consistency concurrence is not required. 3.7 Wild and Scenic Rivers Act 3.7.1 Is the projectlocated in a component of the National Wild and Scenic River System, or in a river officially designated by Congress as a "study river" for possible inclusion in the system? No. According to http://www.rivers.gov, the proposed project area is not within a designated or study river. 3.8 Effects on Corps Civil Works Projects (33 USC 408) 3.8.1 Does the applicant also require permission under Section 14 of the Rivers and Harbors Act (33 USC 408) because the activity, in whole or in part, would alter, occupy, or use a Corps Civil Works project? No, there are no Corps Civil Works project(s) in or near the vicinity of the proposal. 4.0 Special Conditions 4.1 Are special conditions required to ensure minimal effects, protect the public interest and/or ensure compliance of the activity with any of the laws above? Yes. 4.2 Required special condition(s) SAW-2019-00863 Special condition: a. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby incorporated as special conditions of this permit authorization. Rationale:See Section 2.4.2. 5.0 Determination 5.1 Waiver request conclusion, if required or select N/A: N/A. 5.2 The activity, with the required mitigation, will result in no more than minimal individual and cumulative adverse effects on the aquatic environment and will not be contrary to the public interest, provided the permittee complies with the special conditions identified above. 5.3 This activity, as described, complies with all terms and conditions of the permits identified in Section 1.5. PREPARED BY: RODEN REYNOLDS.BRYAN.KENNE TH.1263385574 Bryan Roden -Reynolds Digitally signed by RODEN REYNOLDS.BRYAN.KENNETH.1263 385574 Date: 2020.11.23 07:26:46-05'00' Date: 11 /23/2020 Compensatory Mitigation Responsibility Transfer Form Permittee: Greystar GP II, LLC, Josh Glover Project Name: The Hub Action ID: SAW-2019-00863 County: Union Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors. Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all reporting requirements established in their authorizing instrument. Permitted Impacts and Compensatory Mitigation Requirements: Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03040105, Yadkin River Basin Stream Impacts (linear feet) Wetland Impacts (acres) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal 0.21 *If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor. Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03040105, Yadkin River Basin Stream Mitigation (credits) Wetland Mitigation (credits) Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal 0.42 Mitigation Site Debited: (List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS acceptance letter identifies a specific site, also list the specific site to be debited). Section to be completed by the Mitigation Sponsor Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation requirements. Mitigation Sponsor Name: Name of Sponsor's Authorized Representative: Signature of Sponsor's Authorized Representative Date of Signature Conditions for Transfer of Compensatory Mitigation Credit: • Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains responsible for any other mitigation requirements stated in the permit conditions. • Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein. • Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE Project Manager (address below) is provided with a signed copy of this form. • If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance and a new version of this form must be completed and included in the USACE administrative records for both the permit and the Bank/ILF Instrument. Comments/Additional Conditions: A letter from NCDMS, confirming they are willing and able to accept the applicant's compensatory mitigation responsibility, dated 12/12/2019 was included with the preconstruction notification. This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once signed, the Sponsor should provide copies of this form along with an updated bank ledger to:1) the Permittee, 2) the USACE Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls of Neuse Road, Wake Forest, NC27587 (email: todd.tugwell@usace.army.mil). Questions regarding this form or any of the permit conditions may be directed to the USACE Project Manager below. 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