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HomeMy WebLinkAbout20130918 Ver 8_USACE Correspondence_20160819�����T OF �� '' .n ae ' .' 2 W �..;,:� 4 ��_'-= y. i C1 r' ',;.��������� ,i tl •G2 \ :'��,n-i.' ,�P rf. _. ; EP O STI I'F.5 UF �� Regulatory Division/1200A DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS 69 DARLINGTON AVENUE WILMINGTON, NORTH CAROLINA 28403-1343 Action ID: SAW-2005-21386 Mr. Philip S. Harris III, P.E., C.P.M. Natural Environment Section Head August 11, 2016 North Carolina Department of Transportation Division of Highways 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Dear Mr. Harris: ���<, �'`< .: DCC�C��MC D ��JG 1 5 2016 DENk - WATER Fic�u�RCES TRANSPORTATION PCRMITTING UNIT Reference the Department of the Army (DA) permit issued on April 15, 2014, to Ms. Deborah Barbour of the North Carolina Department of Transportation, for impacts associated with the project identified as U-2525BC. The project is a 9.7 mile, four-lane/six-lane divided facility on new location extending from the US 70 relocation to SR 2303 (Lawndale Drive) in Greensboro, Guilford County, North Carolina. Section B of this project begins at the US 70 relocation and terminates at US 29, and Section C begins at US 29 and ends at SR 2303 (Lawndale Drive). Coordinates (in decimal degrees) for the site are: 36.089772° North, -79.697302° West for the eastern terminus and 36.141773° North, -79.825120° West for the western terminus. The site contains portions of four (4) unnamed tributaries to South Buffalo Creek, twenty (20) unnamed tributaries to North Buffalo Creek, five (5) unnamed tributaries to an unnamed tributary at Camp Herman, fourteen (14) unnamed tributaries to Reedy Fork, a portion of Richland Creek, and ten (10) unnamed tributaries to Richland Creek, as well as 50 (50) adjacent wetland areas and five (5) open water ponds in the Cape Fear River Basin (8-Digit Cataloging Unit 03030002). Impacts authorized by the permit as well as subsequent permit modifications dated June 18, 2014, October 31, 2014, December 4, 2014, March 12, 2015, July 24, 2015, and March, 18, 2016 include: 1) The permanent placement of fill material into 23,4671inear feet of jurisdictional stream channel, 9.95 acres of adjacent riparian wetlands, and 2.32 acres of jurisdictional open waters and, 2) the temporary placement of fill material into 7851inear feet of jurisdictional stream channel and 0.31 acre of adjacent riparian wetlands associated with construction access and the relocation of utility lines. Compensatory mitigation was implemented for the unavoidable impacts by payment into the North Caxolina Ecosystem Enhancement Program, now known as the North Caxolina Division of Mitigation Services (NCDMS), as well as permittee responsible mitigation referenced in the permit special conditions. -2- Also reference your "Request for Modification..." letter dated August 8, 2016 (received August 10, 2016), proposing the following: 1) Release of Permit Sites 11 and12 of TIP U-2525C for construction per Special Condition 2 of the DA permit issued on April 15, 2014; 2) Authorization of a permanent discharge of fill material into 3081inear feet of stream channel related to: a. Placing 2841inear feet of stream channel in culverts and other fills resulting in permanent loss of waters, and; b. Adding rip rap bank stabilization to 241inear feet of stream channel; 3) Authorization of a temporary discharge of fill material into 15 linear feet (0.01 acre) of stream channel related to temporary construction access and dewatering; 4) Authorization of a permanent discharge of fill material into 0.08 acre of riparian, non- riverine wetlands related to: a. Placing fill for road slopes into 0.05 acre of wetlands resulting in permanent loss of waters, and; b. Mechanized clearing in 0.03 acre of wetlands for installation and maintenance of sediment and erosion control devices. Following evaluation of the information submitted in your modification request, the U.S. Army Corps of Engineers, Wilmington District has determined that it is appropriate and reasonable, is not contrary to the public interest, and no public notice is required for this modification. Therefore, the permif is modified to release Permit Sites 11 and12 of TIP U-2525C for construction, as described in the Wetland & Stream Impacts drawings for U-2525C (Permit Drawings Sheets 2-8) submitted in the "Request for Modification .. ." letter dated August.8, 2016. In addition, the following special condition regarding additional compensatory mitigation has been incorporated: . x) PHASED PERMIT: This permit modification only authorizes work on Permit Sites 11 and 12 of Section C of TIP U-2525. Construction on the remaining Permit Sites of Sections C of TIP U-2525 shall not commence until final design has been completed for these Sites, the permittee has minimized impacts to waters and wetlands to the maximum extent practicable, any modifications to the plans, and a compensatory mitigation plan, have been approved by the US : Army Corps of Engineers. Preliminary plans for U-2525C were provided with the August 28, � 2013 application (sheets 1-89) however, these plans are not to be used for construction purposes. -3- Since impacts to waters of the US for U-2525C were originally permitted as a conceptual sum, refinement of impacts to Sites 11 and 12 cannot be used to further update the total impact amount for the entire U-2525BC project. Rather, upon evaluation of a future modification request to release the remainder of U-2525C for construction, the impacts authorized by this modification will be added to the total proposed impacts for the entirety of the C section and compared with the originally permitted conceptual impact sum. Similarly, the original permit required compensatory mitigation for all of U-2525BC, including the use of the conceptual sum of stream and wetland impacts. This modification, concerning only Permit Sites 11 and 12, takes into account a compensatory mitigation requirement for losses of waters of the US, including 2841inear feet of streaxn and 0.08 acre of wetlands, via purchase of appropriate stream and wetland credits from NCDMS at a 2:1 mitigation to impact ratio. Since the above compensatory mitigation requirement falls below the amount of compensatory mitigation required in the original permit, any future change in the compensatory mitigation requirement will be based on the wetland and stream impacts proposed in the future modification request to release the remainder of U-2525C for construction. All other conditions of the permit and subsequent modifications, including the permit expiration date of December 31, 2019, remain in effect as written. Should you have questions, contact Mr. David E. Bailey, Raleigh Regulatory Field Office at telephone (919) 554-4884, Extension 30 or David.E.Baile 2 t,usace.arm�mil. Sincerely, ....�� ' evin P. Landers Colonel, U.S. Army District Commander Copies Furnished with Attachment: Mr. Brian Wrenn Transportation Permitting Unit Division of Water Resources North Carolina Department of Environment and Natural Resources 1617 Mail Service Center Raleigh, North Carolina 27699-1617 -4- Ms. Erin Cheely North Carolina Department of Transportation Division of Highways 1598 Mail Service Center Raleigh, North Carolina 27699-1598 Mr. Jeny Parker Division Environmental Supervisor, Division 7 North Carolina Department of Transportation Post Office Box 14996 Greensboro, North Carolina 27415 Copies Furnished without Attachment: Mr. Rodger Rochelle, P.E. Technical Services Administrator North Carolina Department of Transportation 1516 Mail Service Center Raleigh, North Carolina 27699-1516 U.S. Fish and Wildlife Seivices Fish and Wildlife Enhancement Post Office Box 33726 Raleigh, North Carolina 28516 Ms. Cynthia Van Der Wiele y U.S. Environmental Protection Agency Region 4 NEPA Program Office c/o USEPA-RTP 109 T.W. Alexander Drive Mail Code: E143-08 Research Triangle Park, North Carolina 27709 Mr. Travis Wilson North Carolina Wildlife Resources Commission 1718 Hwy 56 West Creedmoor, North Carolina 27522 A N � N � � W O � � � See Sleef fA For Index o! SMefs + 69.00 I-85/I-40 s �'l["A']C1E �Il� N�ll$7[`1H[ �A1f��1L][NA N.�. U-2524D�� �1 � ���V�S��N �]F 1H[��1[�WA�Y� - 34820.1.] STP•NHF-124� P.E.T 34820.2.19 STP-NHF-124 7 N.O.W./U G UILFORD CO U1�TY LOCATION: GREENSBORO—WESTERN LOOP FROM NORTH OF US 220 PERMir DRawrNcs (BATTLEGROUND AVENUE) TO NORTH OF SR 2303 (LAWNDALE DRIVE) sHEEr l OF 25 TYPE OF WORIC: GI2ADIIVG, PAVING, CULVERTS, DRAINAGE, END TIP PROJECT U-2524D ��� STRUCTURES AND ITS POT STA 520+34.53 —L— BI� Z N 871507.2766 E 17564I1.5108 WETLAI�D � STREAM IMPACTS ExD TIP PROJECT U-2525C POT STA 552 + 99.67 —U AH. ° N 871505.0126 E 1756411.6682 � I� ENO BqIOGE () STA 496+35 -LPEV- / z SITE 1 o'�s (� . L11T: I Sta. 489+00.00 -L- BK = M Sta. 489+00.00 -LHEV- AH T ' -PEO- �p1 Q,O' ti ePPP`'� �� 'ip'�� � BAHHETT PL. -V7A- � SITE 6 I � SITE 4 . �� SITE 5 SITE 8 SITE 10 SITE 12 �� SITE2 �. � _ v C,� _ __ _'�_�_ _� � I ��� EENSBOAO ` '� ` 8S -- WESTEflN 100P �°���- LR V � � • � � ++ �� - �, � �6q _ SITE 3 SITE 9 '- 7" '``/. BEGIN LONSTHUCTION 1 1 ��TSWO�p TE42 SITE 5 � SITE 7 STA 5+5].62 -flP0Y9- ARA�E END BPIDGE T END CONSTHULTION SITE 11 NOTES: THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCE55 BEING -�6- COTSWOLu AVE eEGIN spIOGE STA �4t4�'84 BEGIN BpIDGE STA 548t12,55 -L- -PED• a (PpOJECTED •L• STATION FON LIMITED TO INTERCHANGES. STA 24+10+/- -V6- STA 493t95.00 -IflEV- � END OF NOISE WALL N0. 9) CLEARING ON THIS PROJECT SHALL BE PERFORMED SITE 3A •PEo- "` TO THE LIMITS ESTAOLISHED BY METHOD III. THI$ PROJECT IS WITHIN THE MUNICIPAL m; BOUNDARIES OF THE CITY OF GREEN580R0. �; a THIS PROJECT IS E%EMPT FROM THE IORDAN L4KE BUFFER RULES �.�e s.uz�n�..�nesco..iE.ee �TH[RCf-OR[ BUFFERS ARE NOT SHOWN ON PlANS. U GRAPHIC SCALES DESIGN DATq PROJECT LENGTH n'cnor r.o.vrncr eeKryq pq7eL P.E urun,iur.ics e.vcr.vssa nnas�o.v oF xicEmnrs D S7ATl OF NOXTII CAROI.INA � ADT 2016 = 65,756 PARSOn�s :iNTB.wwo. u,p � uY 50 25 0 50 700 LE\'GTH ROADIi'AY TTP PRO L•CT U-2524D = IJ73 M/LES �� oocumeur uor cousioexeo r�xn� ADT 2036 = 96,793 1 E `'�'�'� � �� UNLE991LL sIGN4TU PLANS K- �� � LENGT/I STRUC7URES TIP PROJECT U-2524D = 0.045 MILES ���'�rn.��nAxn �rrcircnnuxs � REsc ,, � G D = 60 % . —. ' unr: � : � l� 50 25 0 so too T= 14 % TOTAL LENGTH OF TIP PROJLCT U-:524D = 1.418 AfILES yGHT OF IVAY DATE: TIM D. GOINS. P,E. '' Nz V= 70 MPH SEPTEMBER 23.2011 '•xme��i..cn.�u ROADIGAY DF,SIGA' y . 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FOR RPAYB PROFILE "" ��^��o� vo � oz. o n - - Rf �~�n.�s�s e v n ����° :�� ' �� . �°A'"crs iN sucF�ce wnree SEE SHEET 27�-FOR RPDYB�-PROFILE � - . � , oe i,s , . � sr..oa is �,�,^4; . : . . � .. � � . . � we",uNo �ni m P tl . I . . . . ` . . . . . .. . . •, .. . . � "- . � � � NOTES M CHANILED CLEwRING E P % � �� 3\ �\ \ � .> , . � .. xe«cE Fe� H ' . ' ' r+aEc� ver¢ 70 A , _ d � �. � ,� � �' . . � :, PARSONS u zszao �� ���oa�. � /J �� ' , � � _ i �� ���� � � �' �� �, � "i.�-.-i,�r�/ '.'�'`` % � r ''s � � ''� � :�iNTB.� ..� s,..� .�2Nr°E ���E�� �E�����`E. .: ; ���: � :�. ';,.� . � / � `� � � I 3 , � %�% i `�._ � si Ke s rt :oo INCOMPI.F, E F�LANS � ' '. \ , y, �t�^ \ " J� f��p �� =,s,r.._ —_=._.- '". - ..i'� r o '"'^ ___ YRELIMIN RY�PLANS \ S�ALE �� �:% � . ,h:.,,:: f ,.. .. , \ / ' 11 40' �..,\'�..f(' \ - - f �'> -� { - , �, � �rs � -- — . . � � , . . ,;. , � .. ._..... _. .. ! .. . �� i� �.n . ' � ! ' � � � ,,� r,✓'' � / . 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't ✓ - �� ir'-rvi tr Tk b CnluNei t i6 .. . � . , _ . �ecu o� H- . .. . H .. . , - sn , .,`, d4'Y 'm"' ` � ��,. . _ � �w,r.4 ��v .+ :N "� � � � _ _ " . �. . Jc' \ r .. � �:, ��. � �f �') Ia�. ,.. � ,.�� . �� w.. �.: ,'�S '�f � t �, ��' , j �+�+ o si.�ea ro:... s�o. s F PERMlT DRAWINGS a- � SCALE / t._ . �or-.t�,3,.. ,,. d. � - � � . " W�""� .: ' � �, r"` � � SHEET 23 OF 25 1"=a0• �-.., . . \ � :� - �7. � ^ _ .,` �,: . � Y�i ' 1 �'�. � � . ! I �_� � : \ . LEGENO \ � � ��1��/� DfNOiE51MPqR51N -�, �, '` '�� �� �'///7/A uar.eew..ec `��`�,� .. ., ,/ � 1\ - .. � � . �\I_ _ �� NOYE ": - ��, �. �. . . .. � I .. � , � . . � . � I. I�� , � � , r ' , . . .. ENOiES uF Su�RwCF w�iFa lI � � _ SEE SHEET 14�'FOf2" -L- PROFILE � iMr.c*s : -- - , -_ - -- - __ _,T _ - - ,- - --- -- -- - � � _ - -- - - ,_ - _, ..: , __ -- - - - . _ _ _ .'r- � .-.-. .:. � ..-- �.__ '-�- _..'_ " -"' I�� ' '" ��. ' �_��' .�' P2GLIM[N Itl' PLANS . � : , , I-_'.,' _ , � . ... . . j ._ .._i_ .I- . ,-I. "r" :_. I - � ..,..._ _. � . i � � .. . � ..,, t . _ I �' -' � . L .? i . ._I.1._ � . .. .. .' -�. � : „ . - - - � .... . -...� � ' �.;. i , . � . .-'— - .-,_ ._ � '�-- - - . . . -', ^� ! , , ., ., . .' � - ' .,.. __ - �--'- ---'-- -'_—'-- ...�. , . � .- �� -. � �, . ...,. ia '- � : I , � - — - - - . !_ 1 _.� � .— - -- - - ,_. � i ; , . � __-T � I : i i " , _- - � � f. _ 1 : -- -I I::. __ � -;,- , -- -- -- - - - - J � � 1 � �_ -t =F - -� +-.. . _i- - . . _ .� - . ', _ _ _ _ � - - -- - - - - _ �,__- ... ': -��, � ' :.- !:-. ..:, � �. , : .,. . � � . _ _. .� I -. �� -_. :.. i� r _ . -' --- —�-- -- -- -- - . : STA. 521+22,$4 -L-_ - -- - _... _._..= --. - __ 1 @ 92" RCP-IIl ` - -- - - ___ .� - _:� . ; •. . . � _. t . . . ;,.. �., ;--�: i. -,_._. . . . .. .i__. _. - -- - - � - . __ - . -- -- GP ELEVl = 800:35 - -_ l _ _ �_ � � 810 � � _�_ i 1`� _ r ._.. . - r SKEW = -91" _ - — i_ ' -i- -I-I � _ i .,_ _ '_ _ _��. .._� i -:__ . 810 i_T i _i. � : _ PR.', .T ' . N _ - _ � _I _ � PROPOSECI . ..... �....� OISE'WALL ' ' � � . . T ' OPOSED ROADWAY, � - - �.-. r .;_ ��t �, _�r .- `., __ -'- -- _ --- � - � - � .� ' ... . �, � �� � I �. _ . , .; -- 7 .::.�. � . 8�0 T . � ---- - --- - - - � � 800 , _ _ � i i , _ _ _ - - --- � - .. _... . __. _ _ �..... - ..I -i �.� i �.-. Z:.1-NORMAI.,..�� � `2:1 NORMAL.... �:-- �. - -- __ � ._.. - ' _ EXlSTWG LEFf � _. _ _4. ' � _. I - - � TOP OF BANK � .. _ _: _ _ _ _ _., - _ _ . ,- _.. -� -- 790 __ _ _. -.- � _ __ ' ', 790 �--- ;_ � � �. ' . ....-- . ,, '•.` - -- - _ ., _ •., , .'EXISTING RIGHT ;.'_. —+ . - -I ; -T _ ._,._: . - _. � _� EXISTIhlG LEFT � `.-I TOP OF BANK !� TOP OF BANK Q�ao EL.= 77945''', . ii , '_ i l EXISTING RIGHT - - - 780 � ! . TOP OF, BANK '' ----- Qso EL. = 779.06' `, - - - - .• ��� � 780 _ - -- - ,: _ i _ � = _ - - _ - - . _ �� � . ; � NWS EL.=774.5, - .-- --- . � -- _-,- : - ; � .� . �_ , . . \. __,--- - - � ' ' � _ _ _- ---_ 1 - ;. � = ---' i� _____ - 770 . � .� a j \ - �' i �'� � '' _ � �- __.._ � - _ - 770 - ' - . -- � - - _ , �l BURY INV ; _ 31f _._ � -_ � i 2.BOOOu� : l� i': r i. __ �- i -'"'" ' �.� ,-- j ' �-- : ; . _ �. . . . , --- , ':�URYO�INK �� � _- .._ . : . �. ; ` I �I_ .- -� , -� � -- 760 C--- ! _ _ i _:_ _ : � _ _ � a= _ � � 1Ff _ __ __ _ - -- -- - -"- _ 760 _ '- F7 ; T , ,�.. _ _ EXISTING _ ,..�. - - -- - - - � STREAM BED ' _ . _ i � ..:.--�_ __ , �t�;:--- i _.. - ` -. .� ;,. .�..: .- - � ' I. + ., � -,- i , , .. ---�--- ' , . : ' _: .1_ _: _-,-_. --- . - -.: _ _ _ __, . -- , . _.�_.+ -_. _ _ : - ' , ,. . -'T - _ _ _ ..;. :_ ' - _ -r ... i_ . , ,. ,:: _ _ . _ _ _ ---_'-.__:_.- - _,._ _ - ' -- -; - _. _ _ -r_ " '- ' PROFILE ALONG STRUCTURE �- - � i `, i - GUILFORD COUNTY �. PROJECT: U-2524D SCALE + SITE � 2 =` ,; GREENSBORO - WESTERN LOOP I"=50' HORIZONTAL ' _ � __ � ._ 1_ �- - 1"=10' VERTICAL '-- -- �- '---- '- <--- FROM EAST OF BATTLEGROUND AVENUE TO EAST OF LAWNDALE DRIVE SHEET 24 OF 25 11/13/15 WETLAND PERMIT IMPACT SUMMARY � R A A R PA an Existing Existing Pertnanent Temp. Excavation Mechanized Clearing Pertnanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing fn SW SlN Impacts Impacts SUeam No. (From/To) Size / Type Wellands Wetiands Wetlands in Wetlands Wetlands impacts impacls Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (it) �ft) �it� 11 - L- 506+61 - 510+06 Roadwa Fill 0.05 0.03� 12 - L- 521+� 6- 521+61 72"RCP 0.05 < 0.01 284 10 Banl< Stabilization < 0.01 < 0.01 24 5 TOTALS': 0.05 0.03 0.05 <0.01 308 15 0 'Rounded totals are sum of actual impacts NOTES: - Sites 11 and 12 wili be included in the construction of U-2524D due to construction of noise walls 8 and 9 which span ihese two TIPs Z � � W �� � � x �� � f'� o�� � qp�� � � `'�� K �L T Q � / U G? �� os �iji� ""` �.�-r-� , a� � � ��� �i� PARSONS 6 ) i /% ,..,�. / } DETaII � � .. ' � �D�/ �' �.. i , . '°' M. 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