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Home My WebLink About20160271 Ver 1_Application_20160315Carpenter,Kristi From: Wanucha, Dave Sent: Tuesday, March 15, 2016 9:37 AM To: Carpenter,Kristi Subject: FW: Tuttle Road Br no. 142 replacement Forsyth Attachments: BD-5109AB Permit Submittal.pdf; 15-385_NCDOT BN 142_Forsyth_NLEB USFWS concurrence.pdf; Br no 142 Tuttle Road concurrence request.pdf; BD-5109AB Forsyth No Survey Required Form Archeology.pdf; 15-03-0042Effects.pdf Follow Up Flag: Flag Status: Follow up Completed And another. No written needed. Thanks. Dave Wanucha Division of Water Resources Transportation Permitting Unit NC Department of Environmental Quality 336-776-9703 office 336-403-5655 mobile Dave.Wanucha@ncdenr.gov NC DEQ Winston Salem Regional Office 450 West Hanes Mill Road, Suite 300 Winston Salem, NC 27105 i IE #t i� . � Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Euliss, Amy Sent: Monday, March 14, 2016 2:53 PM To: Thomas, John TJR SAW (John.T.Thomas.JR@usace.army.mil) <John.T.Thomas.JR@usace.army.mil> Cc: Wanucha, Dave <dave.wanucha@ncdenr.gov>; Chambers, Marla J<marla.chambers@ncwildlife.org>; Jones, Matthew W <mwjones@ncdot.gov>; andrew_henderson@fws.gov Subject: Tuttle Road Br no. 142 replacement Forsyth John, We're replacing Bridge No. 142 (SR 1639) on Tuttle Road in Forsyth with a new bridge. We believe this project can be authorized under a NW 3 utilizing the Low Impact Bridge process. This is a courtesy copy for DWR. There is a historic property adjacent to the project. Through consultation with SHPO, it was determined that the project would have `No Adverse Effect' on the property. See attached documentation. Also, we committed to a tree clearing moratorium from May 15-August 15 as a conservation measure to avoid disturbing potential Northern long-eared bats in their summer roosting habitat under the `Interim 4d rule'. However, with the issuance of the `Final 4d rule', NCDOT will no longer meet the moratorium. Thus, for the proposed action, NCDOT has committed to the conservation measures listed below: 1) No alterations of a known hibernaculum's entrance or interior environment if it impairs an essential behavioral pattern, including sheltering Northern long-eared bats (January 1 through December 31); 2) No tree removal within a 0.25 mile radius of a known hibernacula (January 1 through December 31); and 3) No cutting or destroying a known, occupied maternity roost tree, or any other trees within a 150-foot radius from the known, occupied maternity tree during the period from June 1 through and including July 31. NCDOT has determined that the proposed action does not require separate consultation on the grounds that the proposed action is consistent with the final Section 4(d) rule, codified at 50 C.F.R. § 17.40(0) and effective February 16, 2016. Section 7 responsibilities are therefore considered fulfilled. Let me know if you have any questions or concerns. Amy Euliss Division 9 Environmental Officer NCDOT 336 747 7802 office aeuliss .ncdot.qov 375 Silas Creek Parkway Winston Salem, NC 27127-7167 i 4 � � �Yy. � Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Low Impact Bridge Project Data Sheet - Attachment G Priori TIP NO BD-5109AB WBS 45355.128 Coun Fors h Brid e Number 33D142 Description Re lace Brid e no. 142 over W. Fork Mudd Creek on SR 1639 Tuttle Rd Basin Yadkin Classification C Stream SIN 12-94- 0.5 T e Perennial Size width & de th 21' x 1' T e Steel Plank Deck on I-beams; Timber ca and iles substructure ExistingStructure Size pen mzwiamouc-om 46'X28.3' Suff. Ratin 3D.5 Proposed Structure T e Concrete Box Beams; Concrete End Bents on Steel Piles SI2¢ len Nxvitl�h oN-ou� 85' X 30' Stream USACE Im acts LF 15 LF See Pro'ect comments for Details NCDWq Im acts LF 15 LF See Pro'ect comments for Details USACE Im acfs AC None Wetlands Non 4041m acts AC None CAMA Im acts AC NA NC DWQ Buffers Impacts (SF) N Buffer ApplicaBon Required (Y/N) N NC DWQ StormWater Permit Required (Y/N) N Habitat ln es, NLEB T&E S ecies Present no bats on slructure; no matemi roosts or hibernaculum Bio Conclusio� Ma affect not likel to adversel affect - NLEB Moratorium T e er WRC None Dates NA Native/Hatche No Trout Waters Trout S ecies Present No TroutConditions /N No WRC Reviewer Mada Chambers CAMA AECs NA Essentiai Fish Habitat !n no Nav. O enin no USCG Permit no Historic Pro erties No Adverse Effect - Vest Tuttle Farm - see file for fortn and details Archaeolo ical Resources No Surve Re uired Tribal Lands No 4 Resources No 6 LWC Resources No Wild and Scenic River No Forest Service Lands No NA Area No FEMA Bu out Na FEMA Flood Stud MOA 2C - Redelineated Detailed Stud USTs Haz Mats No Relocatees No Location LAT 362575 N LONG 80.3237 W Posted speed limit is 45 MPH. 30 MPH vertical curve meets sub- regional tier design guitlelines. Project will be constmcted under 178P.9.R.64. ADT in 2013 was 1000. 15 LF of stream impacts are Project Comments to the small jurisdictional channel that flows parallel to Tuttle Road on the Northwest quadrant of the project. The impacts are due to placement of rip rap slope protection for the protection of the end bent slope and to prevent the small stream from widening under the fll slope. Completed by: .��u� 3 9 / �P L' i Engineer, Date 3 D' iswn Environmental O�cer. Da r � � � --�—�—F DETOUR ROUTE 50 25 0 50 100 PLANS 5�25. 0 50 10� rlrrl�� PROFILE (HORIZONTAL) TO JEFFERSON CHURCH DESIGN DATA ADT 20D9 = 990 V = 30 MPH V:L �L1Ld \lY� Slll/�L� `1J111ll��llAlld,`Ydl1 ID��V�ST�I� �l� �3[1I�1�[�I��S FORSYTH COU11tTY LOCATIOl�': REPLACE EXISTING BRIDGE NO.142 OYER MUDDY CREEK 01� SR 1639 - TUTTLE RD. TYPE OF WORK GRADING, DRAINAGE, WIDEIVIIVG, PAVIIVG A1VD STRUCTURE � v / � Q�, , ,� _. , ; ` -� � i y1 _. G , � O ; ,� `' �• „ /� \ Q� .L \ � � � l �� '1 \ S, ' �i �\ 1Y i. /0 ��: � �, ' `�', `� '\'� � �' \\'\ \ '-�. ..� ....::., .r < � RD TUTTLE RD I SR i�39 '_ ' -. _1 �-._�- . — --- .._ t�r- -.��. ;, ,�— \ , j - �- * `* .� �' � -L- STA 12+00 00 � ` � ' � �'' ' '� � c jl BEGIN TIP PROJECT BD-5109A6 ��` � � � � �i' ', � �, '� BEGINRESURFACING � * � g� ',1` ; *� i� , ', � /i � -L- STA. 12+83.88 / ' � r ' BEGIN BRIDGE ' %I ' (' f,a �/i:f, � PROJECT LENGTH LENGTH ROADWAY TIP PROJECT BD-5709A8 = 0.040 MI LENGTH STRUCTURE TIP PROIECT BD-5109A8 = 0.017 MI ��'. BD-5109AE PART 1 OF 2 TIP PROJECT BD-5109AB RESURFACING � �g �'/ � ''� \� '��'Z � 7 F. -,".�,�';,r _ r,�_ . TO OLD US HWY 52 ., .=,� _ _ � '- -- - -- z . � — - � ( '., \ PLANS PREPAREO 8Y: -L- STA. 13+71.13 END BRIDGE PLMlS PR£PNiEO FOR: � iION OF HIGHWAYS 1000 BiraA Ridg< Dr. RaleigL NC, U6)0 TOTAL LENGTH TIP PROJECT BD-5109A8 = 0.057 MI ��T OF WAY DATE: i__ TIM HAYES, PE MARCH 77, 2075 ""o�'''T P"�eF LETTING DATE: LAUREN WILSON, EI MARCH 23, 2076 Pxo�acrnsvcx sxGmz�t NCDOT CONTACT: �TT �ONES, PE DMSION BAID"�.H - PROGRAAI MAMCBR c/2+L4_PB �_ � OOCYMENI' NaT COMYMIIPD FltUL un�r.m �u e�wuruxes wrer�o 6 bp N9p H i 1: o c �{`` ~! r ,o °f n�ro 04RBAP< J� FORSY'd'H COUNTY �DAViD L& � � 00�261�PL�a LOW IMPACT BRIYDGE �ULIE R GFEEN � - oe xens rc znzo � 'A�" � sraurruae ssoie � � LS OY1S-063 - � W05 �SJ55.198 � T[P BO-SIOYAB � s BRENDA E�W<FDS BAENpd EpWdR05 TEMGLfTON TEMPLEiON DB IBB< PG 299D DB i8B< PG 1990 r, ipe[i S 0 P4VED SHLD. ��' � JOHN P 8 �% ELIZ<BEiH A LEOP V; OB 2136 PG BV9 FB 4PG i09 0 i� i� i ian[i i � HIIBBnND flEaLTv OF WINSTDN SALE4.INC � D6 ZD2 PG 6<] TR>Ci 2 h � Qi _� +90 -Yl- � -L- POT Sfo. 14+44.49 = F eaeNon eowneos , 30 O� -Yl- POT S�o./6+42J4 TEMPLEiON � OB iBBi PG 2990 HOBBPflO flE<LiY OP. R=4!' �w°0i 3 CLASS II RIP RAP �� MINSTON SALEM. wt -��, `^ -L- POT SIO. lS*OOAO � DB 2i12 PC 6U w n TO 9/5.0 lTYPJ � ra.ct z '� W END TlP PROJECT BD-5/09AB +3� oao �+g0 +9''�72 W� o END MILL & RESURFACE � 50' \ fja J�0 �\�. AT-1 - � � n OJ W +30 * � R * `n -L- � 3a' t"' '� �`, . � ' r^ . . . _�� vE 1� � � n— - �R=47� N 7404'05.0'E �� o�o' �� o � :ci k l5"RCP-N n-:— � � W i ' � � metan n-z /., � 15'CSP �6 � � � F F +75�..�__ - - - �' E W/ E(BOWS ��. .,.� -L- POT Sio. /2+�,pp f�� aao , o c� t�d BEGIN TlP PROJECT BD-5/09!$ 50' "�" �o � _ e� °J * l52(Y 50' O BEGIN MILL & G✓ERLPY � � / ' a 5d * � NUBBPflO REALtt OF PAVEMEN } y}I / WINST�N SPLEM,INC oe z»z re san O TRPNSITfON y - rwecr z cHaisloPxEa a e, CLASS B RlP Rl+P - NIMBEFLY 5 BASiO Ar OU7LET ' oa izs� ac aia� EST ITON EST 5 SYGF L�MI7S OF EXCAI'A7ION � — -1--1—_ - — - _ — _ ___ - .—.�. ..... _-I A.,,,,..A - 1 _ -. _! 1--�-�1 -- �L . �.eprI,� �� EL � � � �'. :' I �i ��... 'i � 11 12 13 14 15 16 P0.01ECf RFFEREN<E NO. SXEEi NO. BD-5�09AE 4 WI SHEEi NO. ROAOWAV OESIGN XYOPAULICS ��ua, ��fewr�F„ „'�P� eE qo �<i°.. .��PtH CAq�� iO.Qeo -: `:=o.oFESSIp:b.� ;2:' ,9a � .p 2. ' S L '• v a�AA/ SEpAL ��e'��/ NaJ �� G.,,� - . : : _ // p3 312 !' B3i SA� - ' Ime �/': .�.. �� I 5 20:I ..'O�'E.HOinEE?,.p.��.' �:�i;C/NEE F"' "'•,hY sCOS1 �„: (ESI y� 1HE!`�. 9 I[i I(+ UOCUMENT NOT LONSIOEREU FINAL UNLE55 A451GNATURES COMPLETE� BRIDGE NYDRAUUC DATA DESIGN DISCHARGE = 1400 CFS D£SIGN fREOUENCY = 25 YRS OESIGN MN ELfVArION = 914.0 FT BASE DISCHARGE = 20� CFS BASE FREOUENCY = l00 YRS BlSE HW ELEVATION = 914y8 FT O✓ERTOPPING DISCHARGE = 7400 CFS OVERTOPPING FREOUENCY= 500+ YRS OVERTOPPING ELEVATION = 923.0 FT I �:' I'� (�> � I (�> \� � � (�> \� " I' I'� (�> I . I" I . . �� \� �>� ', °� ��, � � `~ �, � o � � � � � �� ',�� = , ;, , � � , � ; --, � � - � � a� , ,' , „ , \ ,; -, `" o ,' � - � � ,, ��, ; ,. , v � , � � � ; � , � � � i''—^- �' �n � � ` � � � � � � . � .� � \ � % � � �.� 4,� � � � � � . � � � �� . ; � � �, '� k� �� `� _ �� ,� .� ��, _ � � . 1� / I 8 • � 1 �� I � ` CLASS ll RIP RAP �� ` n' �" \'QQ � � � � , � � ` �, °� �� ; I � TO 915.0 F�YPJ `, " �, � __ � ,� ,� . i � � P i 0407 � �� W�i � � r � i i i i �� i T_� � r � i i i �� P ST • � r i , �� , � � , %; � , E , , � ,-' � ,' '� , .� _ � , � ; � � � � � , Nq0 g3C GR/p /rSRs 200I , , � , < ,- � , R , �� . , , , ,-2 , „ , , ; ' , � ; , „ , �, � yy , , , , , P _ ,9 s:e � �� i .� i ��ar. 15zm v;'� �l, —:a� � � i�� i i -�`� / r.z, � i '___ � ____ _'__' �,'� � � a _____� � V � , � '�.�a,__�_- ` a ------- - � `�� '� �° ,m�e---' -� ,- 6 �� . =a � - _-- - �. � ,, TO JEFFERSON 1 —L—` � 040 0 2C' �'� �' � ` � � V i TO OLD US HV�' S2 7GT7LE RD 15R 1639J 20857 � � k . 250'+/— TO RR CROSSiNG CHURCH RO?ll � W 2G O i � i �' r�a ,� _ 1��--.a ,.e �, W � , .� 9„ � � �,P _,_�_ -- 9Y5"RCP-lll,---- -- ' -- r�=�-u,. ,' — 9,.� ��'— -,_,, a . , ._. -- --- --- � "� � - � . 9„ --9�6 , � _ , _ �„�_ , 4=,.- y --v„-- N -- - - , , � ; '�� — --- aia .,a �, — , _ ' ,. _,,15" CSP -' � ,- , -� �'' , �� ° � � . �� ° W/ ELBOW�_ � � � �, - f � � ,. W , , '�� _ , a, NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL REQUIRE PRIOR APPROVAL BY ENGINEER. ADDITIONAL EROSION CONTROL DEVICES MAY NEED TO BE INSTALLED AS DIRECTED BY THE ENGINEER. CLASS B RlP R�1P� AT OUTLET "� EST ITON , ;� EST 5 SYGF ; � LlMITS OF EXCAVATION e< -� <,µ� � 3015 0 30 60 �� " � ;� -� , �" , , � , � % � � � ' � " -' ' " � ' � _.__ .' : . _ 't . PROJ.REFERENCENO. SHEETNO. N ...�:, � _...��. . ...,: '� . �,�' _::. _..._ ,.:.._ __ . I._.._ �_ . � .: .__. ,.. _ �. ;':: _i�-[ ' _ _ O��t-��f.i� BD-5109A8 X-3 � _ • _��. . .:_; .�. �o � ..:.. :. �. . .: _,. ._��{ ..�_ .�. � -'�� '�. ..:� _ ' �.. ' .:�1 �.5. .' .'. .. :.. _ ..� . .�.��' .., : � _t.. l�- . �..� � . ..� . '," �'-.. , ,. . � ... _ ' . . .r� ,... . : . ._ . . �. _ _ . . . . _. .:_ �- -.. - ' . . '�. � :,... -. .i '�.. ..� :_ .��. . i ._ , � , �. ..' I .; � - . .,— _ . __ . i ., .. ._ _. ' " . . . 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Q _ , � ;, , `_ ; , .. . , . ,. _ _ _ _ _ � , _. _ ,_. . __ _ . � , , _ . ; - ,;' � , . v � _ ,. , . : _, _ : , , - - ' r _ _ _ . . , �- , � � , ,. � ,. — , '�; : _ � .. ; � , � . _ �. : oi^ _ , . _ . -, : ` `' + �s� ; ,: ; . ; . : ; _ i _ ;: i: _ � P-� � , — - - — ,�,_ . _ , ,. ��i . � . :' .. . _ . �..__ _, _ .._._ . . • - ._ �_ :7 7._ �..1 � i ' � .-_ - � - 3 '� '-. 5 �, 5.� - _ t 910 + «o.sazzr +9.6916% STA. = 13+35.00 -L- EL = 922.59 VC = l70 GRADE DATA -L- � EL. 923 � EL 922.57 -----'— EL 92247---- 1'-0" MI I (TYP.) 1�/z:1 SLOPE (NORMAL TO BENT) (TYP.7 _� �. SPAN A WATER SURFACE El. 907.0f f6/28/20I27 EL 923 EL. 922* EL 9233 �EL. 920 t �EL912i EL.910- �EL.9llt EL 9083� � EXCAVATE TO EL. 912.0 (GRADE TO �RAIM END BENT 1 EL 900x � EL. 907t EL.906t EL.907t EXCAVA EL. (GRADE TO 0 STRUCTUftE III STA.13+71 EXCAVdTION EL.924.68 SECTION ALONG -L- SECTIONS AT ENO BENTS ARE AT RIGHT ANGLES cc�lrv rnurvi ��urc EL.927*� STA.13+81.16 -L- EL.925.13 ___� --- �APPROXIMATE EXISTING GROUND HP 12x53 STEEL PIIES (TYPJ END BENT 2 0 �m � o �ESIGNED BY: ��BOflUTA DATE :�AF 2015 � o DRAWN BYi K.WHITE DATE :�AR 2015 m CHECREO 6Y: d. DOUCHTY pp7E _ MAF 2015 � o OESIGN ENGINEEP �P OF RECOR�: J.DOfICHTY ppJg; JULY 2W5 PLAN PILES NOT SHOWN FOR CLARITY PARSONS B14INCKERHOFF 0.i4 FAT61T�1'ILIE SI'M.FI si,i;rtE isoo nerxiGH.NC 2JbN LCENSP, rO.ib165 HYDRAULIC DATA OESIGN DISCHARGE ____________________I400 CFS FRE4l1ENCY OF OESIGN FL00� 25 YRS. OESIGN HIGH WATER ELEVATION ._______914.00 ORAINAGE AREA____________'___'___'___4.78 S�.MI. BASE DISCHARGE (�100) _ 2000 CFS BASE HIGH WATER ELEVATION _________919.98 OVERTOPPING FLOOD DATA OVERTOPPING FL00� DISCHARGE _____.__i400 CFS FREQUENCY OF OVERTOPPING FL00� _____>So0 YRS. OVERTOPPING FL000 ELEVATION .._____-973.00 SEai D3R8ci RIP RAP DETAIL I HEREBY CERTIFY THESE PLANS ARE THE AS-BUILT PLANS LINE PROJECT N0. BD-5109A8 FORSYTH COUNTY STATION: 13+27.50 -L- SHEET 1 OF 2 REPLACES BRIDGE N0.19: sr�1[ or xmTM uvo�xxn DEPARTlAENT OF TRANSPORTATION PALEiqI GENERAL DRAWING FOR BRIDGE ON SR 1639 OVER MIJDDY CREEK BETWEEN SR ]636 AND SR 1807 PEVISIONS SHEET NI M0. BT� OAiE� NO 9Y� 04iL S-� Project Tracki�ig No. �I��tenral Use� 15-03-0042 HISTORIC ARCHICTECTURE AND LANDSCAPES ASSESSMENT OF EFFECTS FORM This form only pertains to Historic Architecture and Landscapes for this project. It is not valid for Archaeological Resources. You rnust consult separately with the Archaeology Group. PRO,TECT INFORMATION Project No: BD-5109AB Counry: Forsyth WBSNo.: 45355.1.28 Document PCE Type: Fe�l Aid No: BRZ-1639(3) Funrling: ❑ State � Federal Federnl � Yes ❑ No Permit NW3 Permit(s : Type(s): Proiect Description: Replace Bridge No. 142 on SR 1639 (Tuttle Road) over West Fork Muddy Creek. SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW Description of review activities, results, and conclusions: Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was undertaken on March 27, 2015. Based on this review, there is one Study Listed Property within the Area of Potential Effects, the Vest-Tuttle Farm (FY2502). A survey was required, and it was determined that the Vest-Tuttle Farm is eligible for National Register listing. The State Historic Preservation Office concurred with this finding on July 23, 2015. ASSESSMENT OF EFFECTS Properry Name: Vest-Tuttle Farm Stcrtus: Determined Eligible Survey Site No.: FY 2502 PIN: 6901-94-0445 Effects ❑ No Effect �,�...] No Adverse Effect ❑ Adverse Effect Explanntion of Effects Determination: ��re i��1� � �G c.��f�cse ��ec� v..s ��z ��-�=� ��II �� r��;M�,� �.�,P��.;� �� }�� d List ofEnviron�nental Comrnitments: His(orfc A�'chilectm e und 1 an�lscapes Gll�6C7S ASST SSA�lLN!'Jorm Jor A�linar 7) anspa7nlio�i Projects ns Qu�lified in rhe 2007 Progirnnroatic Agreemenl. Page 1 of 2 FHWA Intends to use the State Historic Preservation Of�ce's concurrence as a basis for a"de minimis" finding for the following properties, pursuant to Section 4(f�: �e�� i��. �a�tm SUPPORT DOCUMENTATION �]Map(s) ❑Previous Survey Info. �Photos ❑Correspondence [�Design Plans � FINDING BY NCDOT AND STATE HISTORIC PRESERVATION OFFICE Histaric Architecture and Landscapes —ASSESSMENT OF EFFECTS NCDOT Architectural Historian � State Historic Preservation Office � vV Federal Agency Representative ve Date l (7- � Date Ci—�� /5 Date Hislm•ic Arcltilechu•e and l,andscnpes EFFZ'CTS ASSL•'SSAIENT jorm for Minor Ti�anspor7aliav Projecl.s as OualiJied in d�e 2007 Progrmm�mlic Agreemenl. 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'� �a ' .s �� ' - � ,� * T �' _ 'v �� k F�� '�''�,sF '� _ � , ` '�� x' h . w . `� *�, �� " �� ,._ A� , _ " �' "` � �`- ' • r . . .: t ' . � �� ,� 4��`h� � .i �� '4,-��. ` � ' � 1 �a r � , ' . �.. � n � �. {. � .. 1 k �._ 't� j � �'�� lw'` %A} +'F h x � �::� �'� ~� .. � - �"=3: s� '� "�� . ¢�" .�, �� __. . �,� .. � �a � . FS� � � s �� R `'�' � � �,. � � " 3^a � �.E . . � * �i�.t•�`'`'�`�3 � ,. ,,:-�.7 : �'."� � + r. . � . �r�; ; � +�w �. f� • � � < � .• - h '�7 � , �. �tly YI . � � .q., t•. ~ � � • IF' � ' s�; �► +��r �� .' �"` " � • � €- � . � _��.�K y� ��'� �� _ � �'� i� ��:� ` . �' � e.�., p��n ; ,,:� .., rt "' .a. r. 5. ��.�`�ta ��M P�; �� , L�i<;� ��,��- � � . � ; � .. .:.: ; _ �'.; . : r, ! ''��/" . �� . �, `� �" . � �{a t , r: �� f �` L4 1 � � , �'•', � �). ' • 9�i •� � � lir , � � ��, ��w:� .. '�� .. �: �i� � � � .`�* ��1 y� .e t� ! � Xl�j's .... _ -- . . ;' �5�. . � -:1 .� � � s�r �� . ��1 �.,�[j � � � 0 x � � � � � � ;, United States Department of the Interior FISH AND WILDLIFE SERVICE Asheville Field Office 160 Zillicoa Street Asheville, Narth Garolina 28801 July 17, 2015 Ms. Amy Euliss Division 9 Environmental Officer North Carolina Department of Transportation 375 Silas Creek Parkway Winston-Salem, North Carolina 27127 Dear Ms. Euliss: Subject: Endangered Species Consultation for Potential Impacts to the Northern Long-eared Bat from the Replacement of Bridge No. 361 on SR 1639 (Tuttle Road) in Forsyth County, North Carolina, TIP No. BD-5109AB, WBS No. 45355.1.28 As requested by the North Carolina Department of Transportation (NCDOT) in your letter of July 2, 2015, we have reviewed the natural resources information and biological conclusion with regard to the federally threatened northern long-eared bat (NLEB) (Myotis septentrionalis) for the subject project. The proposed project includes replacing Bridge No. 142 on SR 1639 (Tuttle Road) in Forsyth County, North Carolina. We provide the following comments in accordance with the provisions of section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act). Habitat for the NLEB exists along the project corridor and has been evaluated for potential impacts from project implementation. According to the information provided, no caves or mines were found from a desktop search conducted for the project footprint and within one-half mile of the project. The only structure that will be demolished was checked for bat use and none was observed. The closest summer record for the NLEB is more than 50 miles fram the project vicinity. Potential summer roosting habitat (in the form of forested patches interspersed with farm fields) does exist within the project area, and some trees will be cleared during project implementation. Based on: (1) the negative surveys for wintering habitat, (2) the fact that no sign of bat use was found during structure surveys, and (3) a commitment by the NCDOT to conduct minimal tree-clearing and their agreement to a tree-cutting moratorium between May 15th and August 15th (of any year) for the subject project, we agree that implementation of this project is "not likely to adversely affecY' the NLEB in the project area. In view of this, we believe the requirements under section 7(c) of the Act are fulfilled. However, obligations under section 7 of the Act must be reconsidered if: (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered, (2) this action is subsequently modified in a manner that was not considered in �his review, or (3) a new species is listed or critical habitat is determined that may be affected by the identified action. If you have questions about these comments, please contact Ms. Marella Buncick of our staff at 828/258-3939, Ext. 237. In any future correspondence concerning this project, please reference our Log No. 4-2-15-385. Sincerely, - - original signed - - Janet A. Mizzi Field Supervisor Project Tracking No.: 15-03-0042 �a�°-��t NO ARCHAEOLOGICAL SURVEY REQUIRED FORM ��`,a �Q �� '�, This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not �� `�� `� ��`'�'� ��" valid far Historic Architecture and Landsca es. You must consult se aratel with the `� �� " �r �,> p p Y � � r ��.<,,,�.�;,� Historic Architecture and Landscapes Group. <�v �� PROJECT INFORMATION Project No: BD-5109AB WBS No F.A. No 45355.1.28 BRZ-1639(3) Federal Permit Required? County: Document: Forsyth PCE Data Sheet Attachment G Funding: ❑ State � Federal � Yes ❑ No Permit Type: NWP 3 Project Description: As part of the Low Impact Bridge Program, NCDOT's Division 9 proposes to replace Bridge No. 142 on SR 1639 (Tuttle Road) over West Fork Muddy Creek in Forsyth County. Bridge No. 142 was built in 1977, and is considered to be structurally deficient and functionally obsolete. There may be minor ditch-line impacts, and an off-site detour is to be used during construction. The Area of Potential Effects (APE) will measure approximately 60 feet to either side of the centerline of the roadway/bridge and 300 feet from either end of the bridge. Based on these measurements and the size of the existing bridge, the APE measures approximately 74,499 square feet or about 1.71 acres, inclusive of the existing roadway and the existing structure to be replaced. SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, Nesults of review, and conclusions: A map review and site file search was conducted at the Office of State Archaeology (OSA) on Tuesday, March 31, 2015. An archaeological survey at this particular bridge location has never been conducted, and no archaeological sites have been recorded within one-hali (1/2) mile of the proposed project. Digital copies of HPO's maps (King Quadrangle) as well as the HPOWEB GIS Service (http://gis.ncdcr.gov/hpoweb/) were last reviewed on Monday, Apri16, 2015. Although the boundary for the Vest-Tuttle Farm (FY2502), a mid to late 19t" century complex, is adjacent to the proposed APE, intact archaeological deposits associated with this resource are not anticipated within the footprint of the proposed project. In addition, topographic maps, historic maps (NCMaps website), USDA soil survey maps, and aerial photographs were utilized and inspected to gauge environmental factors that inay have contributed to historic or prehistoric settlement within the project limits, and to assess the level of modern, slope, agricultural, hydrological, and other erosive-type disturbances within and surrounding the archaeological APE. Brief'Explanation of why the available information provides a reliable basis for reasonably predicting that there are no unidentified historic propeYties in the APE: This is a Federally funded project that will require a Federal permit as well as permanent and temporary easements. All proposed project activities are to take place within the proposed APE, defined as 60 feet to either side of centerline and 300 feet from either end of the bridge. Since NCDOT's existing ROW along SR 1639 (Tuttle Road) measures 60 feet wide, there may be environmental impacts beyond what is currently owned/maintained by the NCDOT. A 100-foot ROW is being proposed. From an environmental perspective, the APE falls within ihe Piedmont physiographic region, consists of the floodplain for West Fork Muddy Creek and the steeply rolling terrain characteristic of the North Carolina "No ARCHAEOLOGYSURVEYREQUIRED "jorm for Minor Transportarion Projects as Qualified in the 2007 Programmatrc Agreement. 1 of 3 Project Tracking No.: 15-03-0042 Foothills, and is composed of four (4) soil types: Madison clay loam, 6-10% slopes, eroded (McC2), Pacolet clay loam, 15-45% slopes, eroded (PcF2), Cecil clay loam, 6-10% slopes, eroded (CeC2), and Congaree complex (Co) soils, which are flooded frequently for brief periods of time. After comparing the 1964 and 1971 King USGS Quadrangles with the 1986 and 1996 King USGS Quadrangles, it is apparent that a large section of SR 1639 (Tuttle Road) along with SR 1893 (Priddy Fann Road) was realigned when Bridge No. 142 was constructed in 1977. Current parcel lines show where the original crossing of West Fark Muddy Creek occurred, about 180 feet to the north. The Office of State Archaeology (OSA) has reviewed only one (1) project in the vicinity for its potential to impact archaeological resources. No archaeological survey was recommended for the small residential development along SR 3990 (Jefferson Valley Drive); however, OSA did note that there "might've been something there, but they've started so will clear." The key differences between the two locations are soil composition and topography. The housing location consists of Cecil sandy loam (2-6% and 6-10% slopes, CcB and CcC) whereas the proposed bridge replacement project occurs at a narrow stream crossing that's bordered to either side by eroded soils. In addition, the boundary far the Vest-Tuttle Farm (FY2502) follows its parcel lines, which explains its proximity to the proposed proj ect. In reality, the locus of activity for the historic farm complex is situated over 700 feet outside the APE, and this particular corner of the property has been subjected to various disturbances including a cleared, 150-foot wide power line easement and the aforementioned realignment of SR 1639 (Tuttle Road). Given the degree of erosion, flood activity, previous disturbances, and the steeply sloping topography within the APE, it is believed that the project area, as depicted, is unlikely to contain intact and significant archaeological resources. Based on the information above, there should be no archaeological survey required for this project. If design plans change or are made available prior to construction, then additional consultation regarding archaeology will be required. At this time, no further archaeological wark is recommended. If archaeological materials are uncovered during project activities, ihen such resources will be dealt with according to the procedures set forth for "unanticipated discoveries," to include notification of NCDOT's Archaeology Group. SUPPORT DOCUMENTATION See attached: � Map(s) � Previous Survey Info ❑ Photocopy of County Survey Notes FINDING BY NCDOT ARCHAEOLOGIST NO ARCHAEOLOGY SURVEY REQUIRED NCDOT IST II ❑ Photos ❑Correspondence Other: Apri17, 2015 Date "No ARCHAEOLOGYSURVEYREQUIRED "jorm for Minor Transportarion Projects as Qualified in the 2007 Programmatrc Agreement. 2of3 Project Tracking No.: 15-03-0042 Figure 1: King, NC (USGS 1971). Figure 2: King, NC (USGS 1986). 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Meters STATE OF NORTH CAROLINA DEPARTZv1ENT OF T12�NSPORTATTON PAT L. MCCRORY GOVERNOR July 2, 2015 Marella Buncick U.S. Fish and Wildlife Service Asheville Field Office 160 Zillicoa Street Asheville, NC 28801 ANTHONY J. TATA SECRETAAY Subject: Section 7 Concurrence Request on the Northeru-long eared bat version 4 for the project area associated with the replacement of Bridge No. 142 on SR 1639 (Tuttle Road) in Forsyth County. TIP No. BD- 5109AB. WBS no. 45355.1.28. As of Apri12, 2015, the northem long-eared bat (Myotis septentrionalis; NLEB) is listed by the U.S. Fish and Wildlife Service (USFWS) as "Threatened" with an Interim 4d rule including Forsyth County within NCDOT Division 9 (http://www.fws.gov/raleigh/species/cntylisUnc_counries.html). The project involves a 404 permit and federal funds and is subject to Section 7 of the Endangered Species Act. Using USGS mines shapefile dataset, a desktop assessment was conducted for any mines within one half mile of the project area. No mines were shown in the azea. Therefore, no mines needed to be checked on foot. In addition, no known caves aze in the area for the project. Based on the lack of mines and caves, no winter habitat will be affected by the project. There are no manmade dwellings of suitable habitat that are proposed to be removed in the project area. The projecY involves rep(acing an e�cisring bridge with a timber deck with metal guard rails and timber end walls with creosote. The bridge was surveyed for presence of bats or evidence of bats, and neither was found. Thus, no structure moratorium will be implemented on the project. According to the North Carolina Natural Heritage Program (NHP) Biotics Database, most recently updated in April 2015, NLEB have not been documented in Forsyth County. However, a rabies lab record that lacks specific location information exists for in neighboring Davidson County. The closest specifically documented occurrence ofNLEB is in Wilkes County (NHP 2001 mist net record), more than 50 miles of any of the project sites. Potential summer roosting and foraging habitat in the form of forested azeas interspersed with fields, and water sources do exist in or around the project. The project azea involves minimal tree clearing. NCDOT commits to a tree clearing moratorium in the project azea from May 15 to August 15 of any calendaz year to avoid disturbing potential Nor[hern long-eared bats in their sununer roosting habitat. DIVISION OF HIGHWAYS DIVISION NINE DIVISION OFFICE 375 SILAS CREEK PARKWqV, WINSTON-SALEM, NC 27127 PHONE (336) 747-7800 FAX (336) 703-6693 Based on the results of proximity to known occurrences of NLEB, potential foraging and roosting habitat within the study azea, and currently available guidance from USFWS, we determined that the project azea wil] have a biological conclusion of May Affect-Not Likely to Adversely Affect for NLEB. NCDOT believes that the requirements of Section 7(a)(2) of the ESA have been satisfied and hereby request your concurrence. Thank you for your assistance with the project. If you have any questions or need additional information, please contact Amy Euliss at (336) 747-7802 or at aeuliss@ncdot.gov. S' cere�.y, �� A Eu��ss Division Environmental Officer, NCDOT Division 9 Cc: Mr. John Thomas, USACE Felix Davila, FHWA Matt Jones, Division 9 Bridge Progam Manager Cheryl Gregory, NCDOT Biological Surveys Group