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Home My WebLink About20160503 Ver 1_Bridge #160 Replacement SR 1654 (Stroupe Road)_20160517Carpenter, Kristi From: Hood, Donna Sent: Tuesday, May 17, 2016 3:19 PM To: Carpenter,Kristi Subject: FW: Bridge #160 Replacement, SR 1654 (Stroupe Road), Cleveland County Attachments: 17BP 12 R 47_Hyd_Permit_Drawings.v2.pdf, 17BP.12.R.47_RightofWayPlans.pdf, SMP.xIs; bat_habitat_assessment.pdf, signed_NLEB_consultation_form.pdf, Bridge#160 _map.bmp NW3—no written concurrence. Yay! O From: Beam, Patricia Sent: Monday, May 16, 2016 2:12 PM To: Kichefski, Steven L SAW (Steven. L.Kichefski@usace.army.mil) <Steven.L.Kichefski@usace.army.mil>; Hood, Donna <donna.hood@ncdenr.gov> Cc: Henderson, Andrew <andrew_henderson@fws.gov> Subject: Bridge #160 Replacement, SR 1654 (Stroupe Road), Cleveland County The North Carolina Department of Transportation proposes to replace an existing 151 2 -span timber bridge with a 165 foot long dual span bridge on SR 1654, Stroup Road over Buffalo Creek (WS -III waters, Broad River Basin) in Cleveland County. It is anticipated that there will be 24 feet of temporary impacts to jurisdictional waters for the removal of the old bridge. No wetlands or high quality waters will be impacted by this project. The project will not impact any federally listed T & E species (survey conducted 10/28/15). There will be no impacts on historical structures ( NCDOT Cultural Resources Review- Internal Tracking No. 15-10-0014). Also provided below is a link to google map of the proposed permit site: https://www.google.com/maps/@35.4438207,- 81.486853,3a,75y,318.33h,64.82t/data=!3m6! 1e1!3m4! 1sz6Mr4RsETJuLESerRZzXCg!2e0!7i 13312!8i6656 We intend to utilize a NW 3, with no formal notification for the construction of the project. Attached is a map and construction plans of proposed activities. Also attached is the NLEB streamlined consultation form and Bat Habitat Assessment form for USACE/USFWS purposes and the Stormwater Management Plan form for DWR purposes. Please let me know if you need additional information regarding this project. Thank you, Trish Beam Division 12 Environmental Office Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS an Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) Existing End Bent 1 13+34 -L- Removal 0.010 24 Existing End Bent 2 13+72 -L- Removal 0.012 TOTALS: 0.00 0.00 0.00 0.00 0.00 0.00 0.022 0 24 0 Revised 3/31I05 � � � � �7 • � See Sheet �-A For I ndex of Sheets See Sheet �-B For Conventi onal Symbols � � SR 1654 l0/4 MILES� +/- TO lVC HWY l� - �-��-- _ STROUP ROAD CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. � J1II � J �1 � � �\ � J1II �I J� � � � � J� J� _ �� .�� LOCATI01�: STR UCTURE 1�0.160 OVER B UFFALO CREEI� 01� SR 1654 TYPE OF WORI�: GRADI1�lG, DRAI1�lAGE, PA T�I1�G, � STR UCTURE POT Stao 11+60000 BEGIN BRIDGE —L — POT ST Ao l2 f85o00 � N �� POT Stao l6 f45o00 END BRIDGE � —L — POT ST Ae l4 f52o38 C TO LEWIS ROAD (SR 1653J N Nq � g� � � q 20�j ��T��1�[II�I[aII��1� I[�][e�I�TS �� v�� Prepared in the Office ofe HYDRAULICS E1VG71VEER GRAPHIC SCALES DESIGI� DATA PROJECT LE11tGTH Michael Baker Engineering, �n�. �� . 8000 Regency Parkway, Suite 600 ADT 2012 = 710 V Ci Cary, NC 27518 50 25 0 50 100 p Professional Corporation License Number: O� �0�� V= 55 MPH LENGTH ROADWAY PROJECT 17BP.12.R.47 = 0.060 MI I N T E R N A T I O N A L F-1084 �� 2012 STANDARD SPECIFICATIONS �°t � PLANS FUNC CLASS = R. LOCAL LENGTH STRUCTURE PROJECT 17BP.12.R.47 = 0.032 MI P.E. � �� 50 25 0 50 100 SUBREGIONAL TIER RIGHT OF WAY DATE: TODD H. BUCKNER PE SIGNATURE: � � TOTAL LENGTH OF PROJECT 17BP.12.R.47 = 0.092 MI PROJECT ENGINEER � ROADWAY DESIGI� ��, a OCTO B E R, 2 Ol 5 E11tGI11tEER �� Q PROFILE (HORIZONTAL) � o� ��p��Qo� l0 5 0 l0 20 LETTIIIIG DATE: WARREN JOHNSON 11ICDOT C011lTACT: STEVE RACKLEY, PE J U N E� 2 O� 6 I'ROJECT DESIGN ENGI11iEER PROFILE (VERTICAL) DIVISION 12 P.E. SIGNATURE: � ��'��J'�►*� SHEET NUMBER 1 lA 1B 2 3 4 X-1 X-2 TH RU X-6 SHEET OF SHEETS TITLE SHEET INDEX OF SHEETS, GENERAL NOTES, AND STANDARD DRAWINGS CONVENTIONAL PLAN SHEET SYMBOLS TYPICAL SECTIONS SUMMARY OF QUANTITIES ROADWAY PLAN AND PROFILE SHEET CROSS SECTION SUMMARY CROSS SECTIONS GE1�E��AL GENERAL NOTES: GRADE LINE: GRADING AND SURFACING: CLEARING: 2012 SPECIFICATIONS 1�OTES EFFECTIVE: O1-17-12 REVISED: 07/3Q/12 THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. SUPERELEVATION: ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POWTS SHOWN ON THE TYPICAL SECTIONS. SHOULDER CONSTRUCTION: GUARDRAIL: END BENTS: UTILITIES: ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01. THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS- SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION APPROACHING A BRIDGE. UTILITY OWNERS ON THIS PROJECT ARE DUKE PROGRESS AND AT&T. RIGHT-OF-WAY MARKERS: ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT. S TAI�DARD 2012 ROADWAY ENGLISH STANDARD DRAWINGS D1��A Wl1�l GS The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch - N. C. Department of Transportation - Raleigh, N. C., Dated January, 2012 are applicable to this project and by reference hereby are considered a part of these plans: STD.NO. TITLE DIVISION 2 - EARTHWORK 200.02 Method of Clearing - Method II 225.02 Guide for Grading Subgrade - Secondary and Local 225.04 Method of Obtaining Superelevation - Two Lane Pavement DIVISION 3 - PIPE CULVERTS 300.01 Method of Pipe Installation 310.10 Driveway Pipe Construction DIVISION 4 - MAJOR STRUCTURES 422.11 Reinforced Bridge Approach Fills - Sub Regional Tier DIVISION 5- SUBGRADE, BASES AND SHOULDERS 560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I DIVISION 6- ASPHALT BASES AND PAVEMENTS 654.01 Pavement Repairs DIVISION 806.01 840.00 840.29 840.35 840.46 846.01 846.04 862.01 862.02 8 - INCIDENTALS Concrete Right-of-Way Marker Concrete Base Pad for Drainage Structures Frames and Narrow Slot Flat Grates Traffic Bearing Grated Drop Inlet - for Cast Iron Traffic Bearing Precast Drainage Structure Concrete Curb, Gutter and Curb & Gutter Drop Inlet Installation in Shoulder Berm Gutter Guardrail Placement Guardrail Instal lation Double Frame and Grates Note: 1 �lot to Scale *S. U.E. = Subsurface Utility Engineering BOU11lDARIES AND PROI'ERTY.• State Line ---- County Line Township Line -- City Line - Reservation Line - Property Line Existing Iron Pin Property Corner Property Monument Parcel/Sequence Number Existing Fence Line X Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence 0 EIP Existing Wetland Boundary - WLe - Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary Known Soil Contamination: Area or Site � Potential Soil Contamination: Area or Site �?� - BUILDINGS A111D OTHER CULTURE.• WLB EAB EPB .� � Gas Pump Vent or U/G Tank Cap O Sign � Well ° w Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir Jurisdictional Stream Buffer Zone 1 Buffer Zone 2 F I ow Arrow Disappearing Stream Spring Wetland Proposed Lateral, Tail, Head Ditch False Sump � � JS — BZ 1 BZ 2 _,_�,,,, � �� -�� RAILROADS: Standard Gauge RR Signal Milepost $WltCil RR Abandoned RR Dismantled RIGHT OF WAY.• Baseline Control Point Existing Right of Way Marker Existing Right of Way Line Proposed Right of Way Line Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite R1W Marker Proposed Control of Access Line with Concrete C/A Marker Existing Control of Access Proposed Control of Access Existing Easement Line Proposed Temporary Construction Easement - Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Utility Easement Proposed Aerial Utility Easement CSX TRANSPORTATION 0 MILEPOST 35 � swircH �v Proposed Permanent Easement with Iron Pin and Cap Marker ROADS AND RELATED FEATURES: Existing Edge of Pavement Existing Curb - Proposed Slope Stakes Cut Proposed Slope Stakes Fill - Proposed Curb Ramp Existing Metal Guardrail Proposed Guardrail = Existing Cable Guiderail Proposed Cable Guiderail Equality Symbol Pavement Removal T�EGETATION.• Single Tree Single Shrub ♦ 0 R w R w C ,� c �� T c E E TDE PDE DUE PUE TUE AUE 0 c F CR � � Hedge Woods Line - - Orchard Vi neya rd EXISTING STRUCTURES.• MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES: POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole Recorded U/G Power Line Designated U/G Power Line (S.U.E.*) TELEPHONE: � � � � Vineyard coNc � CONC WW � coNc Hw �----------< � CB O s •�--• � P Existing Telephone Pole � Proposed Telephone Pole -O- Telephone Manhole O Telephone Booth ❑a Telephone Pedestal ❑T Telephone Cell Tower � U/G Telephone Cable Hand Hole "H Recorded U/G Telephone Cable T Designated U/G Telephone Cable (S.U.E.*) - - - - -T - - Recorded U/G Telephone Conduit T� Designated U/G Telephone Conduit (S.U.E.*� - -T�- - - - Recorded U/G Fiber Optics Cable T F° Designated U/G Fiber Optics Cable (S.U.E.*-�- ----T F�- -- WATER: Water Manhole O Wate r Mete r o Water Valve � Water Hydrant � Recorded U/G Water Line W Designated U/G Water Line (S.U.E.* - - - -W- - - - Above Ground Water Line A�� water TV: TV Satellite Dish O TV Pedestal ❑� TV Towe r � U/G TV Cable Hand Hole "H Recorded U/G TV Cable T� Designated U/G TV Cable (S.U.E.*) - - - -T�- - - - Recorded U/G Fiber Optic Cable T� F° Designated U/G Fiber Optic Cable (S.U.E.*�- ----T� Fo- -- GAS : Gas Valve Gas Meter Recorded U/G Gas Line Designated U/G Gas Line (S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information 0 � -� - � A/G Gas � O ss A/G Sanftary Sewer FSS FSS - • � 0 ❑s -?IJTL 0 UST 0 � � AATU R E.O.I. m � � -_ __ ___ __ _ _ O 2.5 5 PROJ. REFERENCE NO. SHEET NO. I_i _ i- : i � i i _ i_ i _i - _ i il � I � � I � - - � � - -- _ _ !�- _.__ _I --- � '� � �-. � � � � I�-I� � � I�' 1 7 B P. 1 2. 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I_i _ i- : i � i i _ i_ i _i - _ i il � I � � I � — — � � - -- _ _ !�- _.__ _I --- � '� � �-. � � � � I�-I� � � I�' 1 7 B P. 1 2. R. 4 7 X- 4 � _ , � - _, � � _ i_ , � i_ _! � � 5 0 5 60 5 50 5 0 35 30 25 20 1 1 1 1 20 25 30 35 0 5 50 55 60 5 0 5 __ _. __ ____ - ____ - — -_ . � _ � � � � . _, � � � � � �r � ,, �, � � � i � � I ',� : i '� � ��, � : �: ' I ,� , -� _ , � � � , � � � � � � _ , i i � , i _ �i i i i � �ii � �i � il _ ii: _ ' � ,� � � � _ ! � i : ii i � I�� i ��, .I : . fi fi � �� i i i �- . i ; � i l �-�-- -'� '� � _ � �� _- � � � � � � �_ � � � -� _ _ � � �- � � �_ � � _ � ;- _ _ _ _ _ ;_ _ _- ___ _ _ _ _ _ __- �_ _ _ - _ _ _ _ _ _ _ _ _ - . _ _ -r -- i i _ I � � � . i , i I I � � I I � I � I � I� �I . : _ _ � i . I i . : � � _ . . , � i j �; � , � � i �, i �, _ i i _ _ _ _ _ i � i i �— _i �— .I _I i;_ i _ I I i _� � _ � � I�. � ,,. 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I I _ __ I _�_, I ' �� / � I ! I � \ � \ / ' , / , � _ , _ _ _ _ _ -_ _ ; - _ --- , � - --- ! I�_ � _ / �� - � . — { I I _ �i � � � � I --� - � i i � � � , � � �' I� �� i � � — --- ' I — — — — - - - / � -' ' . � . � — — _ -,. - _-,- -,._ - _. _. — —,. _. _ _ _ ._ - _ . _ . �- — � � � � � / . . . . . . . . . . . . . . . . � � _—. . . . . . . . .. . . .. I . . _.-. . . . . — . . . . . . . .. . . .--i— . ._ . . I _, . _ . . _. —�_ � . _. . . —. . _ _. .—._ . . . . . . . . .._ . . _ . . . . . .---. . . . . . .. —.--. . . . ,--- � — � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . � . . . � �� . . . . � .. . . . . . . � � � ---' _ . . . . . . . .. I . . . . . . � . . . . . ��. . _ I I � _. _. ._ ._ ._ ._ � .._ _ _ _ — —i i . I I I . I I . I I . . . . .__ . . . __ .—_ . . . _. . _ . —. -- . . . — —. . . . . . . . . . . .— . —. . . . . . . . . . . . .. . . . . . . . . . . . .. _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ . _ . . . . . . . . . .. . . _ . i — . . _ . . . . . . . . . . _ .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�_ I . . . _. — —, _ . . . . I. , .I . . . . . . . . .� -- I . . . I � . . . . __ I . . I _. —I. . . . . . . . _ . . . . . _. .. . . . . ._ � . . . .. i — . . . . . —. . . . . i — I .. .. . � . ., --i . . . . . . _ . . . .� . . . i -- I . . . . — —I . . . . � —_ I .. �-t- .� _�. � � � � � � � � � ; �_ � � � � � �� _�. � � � � 5 0 5 60 5 50 5 0 35 30 25 20 1 1 1 1 20 25 30 35 0 5 50 5 60 5 0 5 -_ __ ___ __ _ _ O 2.5 5 PROJ. REFERENCE NO. SHEET NO. I_i _ i- : i � i i _ i_ i _i - _ i il � I � � I � - - � � - -- _ _ !�- _.__ _I --- � '� � �-. � � � � I�-I� � � I�' 1 7 B P. 1 2. R. 4 7 X- 5 � _ , � - _, � � _ i_ , � i_ _! � � 5 0 5 60 5 50 5 0 35 30 25 20 1 1 1 1 20 25 30 35 0 5 50 55 60 5 0 5 __ _. __ ____ - ____ - — -_ . � _ � � � � . _, � � � � � �r � ,, �, � � � i � � I ',� : i '� � ��, � : �: ' I ,� , -� _ , � � � , i l l I I � i i I i i _ I I I � i � i j I I i� I i i I I �II�. ' �' � I _II = , II II II _ I� � _ I i II I li I li . . I' � i -r � i I i r i � . i i I i l �-�-I - II� _I � _ � �� _- � � � � � � �_ � � � -� _ - � � _�- � � �_ � � - � - • • _ _ _ _ ,_ - _ _- --_ _ - _ I i _ I �� . i ! i I ! I I I _I� _ 1 I � � � � — �� i I I i I I \ �� \ � � � I - _I • / _ I I _. _ \ • , I I __ I ` I I _�I _ _ _ - _ _ _ i� .I II I� I I \ II II I _ i li I II I_ I I I � I ��!_ J�I — _ � � � � \ � / -� �'�- � �- � +I-�� -H+- :--�� -H� -'� � � -- � � � _ -- -- -- -- -- --- -- -- -- � -- -- ---____ -. i — -- ---� . ,� � _I — _ _ I— _ __ _I i —,- — _ �I_ il- '� -- , � I i i , ,I i _i - _ �I I I . � I I i I I i _ _ _ —I_ �' �� I I� - _I I I _I _ _ I I _ I i I I � � T; I . � I I �� .I i � _ � , j . i i i i j _ i � i i II I� , �I i' - - i � � _- � - i� i - _. � il _ - -- - --- I il - i_ _ - �, I - -- I I _ I _ i _ il i � il - i i _: - _:__ __ - _ --;- _� - I , -_ ; _ ,--- � - , , ; _ _ _ -� ; - - - ,--, �� ;- � � �: � :�_ � �� ,� � � � � .� � � � � � � � � � �_ � � � � . . �� : - - � � ,�_ i _ , : � - � ; � _, - i ; ,I i� . '� � � i - � '_ _I' - - _ _ _ _ _ � i i i _ - � i ' _� , �_ _ '-� __. . - O O � -� ; � ; , ; . , ; ;; ; � � � .; '�_ � _ _ � � � i� _ _ _ - � I i -� �I il I� �, � I � � � �I I i _ i i I I \ �I i �� I � I � _ , I _ , I�I � � II' � � � � �� -��- �': � � - I � � _ � . � _� , ; ; ---------- - - � - � - : � � : � �'�: I -- -- -- -- -- ----------- - -------- _ � _ _ :_ _�' - _ _ � . -_ _ _ _ _ _ _ . �. .� � � � � - � �- � � �, -� :-�-+-� - � : . _� _ � ; �. . � _� _ �- � _� �--� � �,-�-� � �-,H-- �-H-- � � � �-- -� _ ; _ _ ; - ;_ . -- _�__ ; _ _ ---- _I ----- _ _ i - _ : - _ _ - � �_ I i i i I i i I i i i i I i i I I i I I I I� '� . � I � I �_ I I - I- I - I I—_ -- I _ I . I I__-- I — I II _I � � � I � I � I � I I � � I I I � � __. I - i � — . _I —_ _ - I __ _.—. _ _. —_ �- _I � � � _ --I ! . I�I I!I � � � �II i �II . I i I I I� �I � I I J_ II' I _ �� _� _� � � �•� � � �� i I � � i I ' � I I I I � � _ I I � � � _� I ' ! � �. 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SHEET NO. _i �_i -' _ �' i -� '-- _ i �� I �i i _ i- i� _i - _ i i � I_ �i �i _ � i_I_ ---� _I, i I I, --- I i 1 7 B P. 1 2. 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I i i _ � ,�—+—�� +� �; I� � � , ,� � � : � �- � � - _ _ ___ , �� -_ __ _------� -- ___ . _ i i _: - _:__ __ - _ _ _ . , i _ _ . _ _ --;- . _ --- _ _�_- i --- --- -- ; _ ,--- � , _ - _, ,--, �� ;- � � � � :�_ � �� ,�. �-�- �-- �-N- � .�- � -�-�- � -�-�- � -� � -,�- -� -� � -,� --�-�, . � � _ � , _ � i i _ i i i _i _ i i II i �� . i � i � � i i � �i �i_ � . i � � .� � � i - � � � i ,� ; �_ _ � i i i _ - �_ i ' _� , �_ _ ' -� _ _ _ _ _ �- ! �- _, �-- __ , _ _ _ _. __; �_ � � � i ii I� � � �I � _ I ; I ;� II I i II i _ I i �I I�. �I, � I � � � �li I_ � I I I � I _ �I , I _ I� � I� � : � 20 0. 2 � . 0. 0 _ _ _ , _ _ I� I I - _ _ I . ��_ � I. � I I I -_ I I �I� Ji �� _ � � � _ � � � � 8 7 . 3 6 � � 3: � �� '�� . _ � _ ;_ _ i :_ � _ � ' -- - __: __ � � � _ _ _ _ __ _ � �. .� � � � � � � � � � �- � � � � -� :-�-� �. �, : . _� � � �------ -------- -- -- - - . _ ; _ _ ; - �_ . -- _�__ ; _- ---- _I ----- _ _ i - _ : - _ __ � �_ I i i � _ _� i !I I _ ! i I! _I _ i i _ II I _ il �I �_ II I _ II I � � � �I � I I- _ � - -��I, I i i - � II I� _ I _, - I I I _ __ _� _ � I _ �� il __. _ ___ _-__ - _- !�H . - : - __� _ - , - . � , - - � . , I , _ ____ ___ I J _', -� � -�- -�� ', �- �� - �'�� _ �- . __i �i � ii . � � i� � ii �� i 1-1rtT i _ _ _ : _T , I- I' _ , , - , �_ , T I , _ , � , _ _ � � _ _ � � � � � � � � � _� � � 0. 2 0 0. 2 0 � � �. �� _� _� -�_ � _� _ . _ _ . :_ _ . _ _ _ � _ _ _ _ � _ _ ____ � ',--_� : i � i - _i- . �- , I \ i i _ i- i : _ � � i i,� . �, . , � � � �, �, .� � 8 71.44 �, � 2. �, , ; �, -_ E _ , � _, � � , � � � .� � . �---i I H- i--- i i ��--I-� � I- � � -�-1 I � �I�--�� _ � �-�a- I i � � I—�- � �� _ _ _i � ��_ ��— I ; ��_ � ��— � �, ��-- � , I I I � � �— _ '� � �� __ � � � � �� - � : � � ,� � � : ._ _ __ __ __ __ __ __ __ � _. _. _�. . _ .._ - _ — �_ _ __ __ __ __ __ __ _— — . - �- - - - - _ I _-. . i _- - _-i- _ I _ _ _- _ - _ _-_ _ --- __- --- ' _ . i i � � i i� i � i � I---� � � I _ _ � I I I -- _ I I I I �� I 1- � _ I . I � I I I � - _ _ I I I � _ � : � : � _ -, I I : : -�_ I I �� _-_ _ : — I -- I � I I I I I I _ I -_ � -_ I � .� _�. � � � rt � � � � � ; �_ � � � � � �� _�. � � � � 5 0 5 60 5 50 5 0 35 30 25 20 1 1 1 1 20 25 30 35 0 5 50 5 60 5 0 5 � �� SS S � �" �c��r �r�a��s Observers: c�LW TIP or DOT project number: �' s'%J �. �. �"" Date/Time: %�k -�'�dl�'i� Road Name/SR Number: S%`�a�.�c �o�,>/ �,��5 5a County: %/,rw��rl� Bridge Number. � /�L�— Waterbody: %�,�a/6 �$ %Surrounding habitat w/in 1 mi. of project footprint (approx) Urban/commercial Natural/rural � u Suburban/residential �� Agricultural G•.� Any trees >3" DBH within project footprint? es no Any shaggy trees or snags >5" DBH? es .� If yes to shag/snag, how much suntight do they receive dunng the day? �' 1-3 hours 4-6 hours� + hours If yes to shag/snag, list species of habitat trees >5" dbh .�j��'wd-�. If snags >5"DBH are present in sunlit areas, provide phoYos and location. If large hollow trees are present, provide photos and location. Presence of: In project footprint In vicinty (0.5 mi) Caves yes ri yes no Abandoned mines yes no yes no � !f 'yes' to any oi the above, provide photos, description, and location. Major water source in project footprint: river stream/cree pond lake Suitable drinking habitat in the form of non-stagnant, smooth or slack water? yes no Guard rails none concrete timber Deck type ��metal timber Beam type —non� concrete eel End/back wall type concrete timber masonry Creosote evidence Shallow vertical top seafed crevices (%z - 1Y<" wide, 4-12" deep) Deep vertical urtsealed crevices (% - 1Y" wide, 12+" deep) Max height of bridge deck above ground/water (ft): �� Night roost habitat protected yes no Bridge alignment: N/S E/W NW/SE Hours of sun exposure to bridge 0-1 � Human disturbance under bridge high low Emergence count performed? (If yes, complete form next page) Evidence of bats using bird nests, if present? Evidence of bats using bridge? (photos needed) Bat species present: Additional Comments: >3 none yes yes yes metal open grid timber yes �f.�s e es rr._�, � (NE/SW `J ✓ no 0 no swamp y� . NCDOT Bat Bridge Habitat Assessment Fom Updated 3/18/1! Highwaylill ,,,;{,(;,LL„ Stormwjj (Version 1.2; Released July 2012) xoRrFd c4 North Carolina Department of Transportation yo G`Y Highway Stormwater Program qps STORMWATER MANAGEMENT PLANFhTorrxx''`'°per FOR LINEAR ROADWAY PROJECTS Project/TIP No.: 17BP.12.R.47 County(ies): Cleveland Page 1 of 1 General Project Information Project No.: 17BP.12.R.47 Project Type: Bridge Replacement Date: 3/24/2015 NCDOT Contact: Steve Rackley Contractor / Designer: Michael Baker Engineering, Inc. Address: 1710 E. Marion St. Shelby, NC 28151 Address: 8000 Regency Parkway Suite 600 Cary, NC 27518 Phone: 704-480-9034 Phone: 919-463-5488 Email: srackley@ncdot.gov Email: Todd.Buckner@mbakerintl.com City/Town: Town of Fallston County(ies): Cleveland River Basin(s): Broad CAMA County? No Primary Receiving Water: Buffalo Creek (into Broad River) NCDWQ Stream Index No.: 9-53-(1) NCDWQ Surface Water Classification for Primary Receiving Water Primary: Supplemental: Water Supply III (WS -III) None Other Stream Classification: None 303(d) Impairments: None Buffer Rules in Effect N/A Project Description Project Length (lin. Miles or feet): 0.09 Surrounding Land Use: Rural Proposed Project Existing Site Project Built -Upon Area (ac.) 0.30 ac. 0.23 ac. Typical Cross Section Description: Two-lane roadway with 10' lanes and 3' shoulder, 2' paved. Two-lane 21' asphalt paved roadway with turf shoulders. Average Daily Traffic (veh/hr/day): Design/Future: 710 j Existing: 710 General Project Narrative: The existing bridge on Highway SR1654 (Stroupe Rd) over Buffalo Creek (into Broad River) in Cleveland County is proposed to be replaced with a 165 foot dual span (100' box beam; 65' cored slab) bridge. The existing approach sections of the roadway will be widened from approximately 20ft. To 26ft. The bridge crossing will be widened from 28 ft. to 33 ft. (out to out). The new bridge will have no direct discharge of stormwater into the stream. No deck drains are required on this bridge. Stormwater runoff will be directed to curb inlets and then outlet to rip rap prior to entering receiving waters. References .�� < < i l� ' � � � c i �� , r, i � ,1 � � ' �� w' �' �E � ,�,�o „ i � � � — 9 £ � � �� BM S \ 99 1 , � \ - � �� , i I , � � Ia ti /� �" � �� I� � � / _ I � / 1 � �% � � � l_ � l ! l - � � '�� Bntlg 1W � � � � ' 1�� / / � � I � �� - � �� I � � 1� � � � � /� �� ) �e� / � �. �/ �1 � � � � / / �. / �-. / � ��f / � � / � � L �� .�'� A� I � � I� L i � � . iT�./�i - � G � �_ti, � ° � i �� , �� i .�/ �l �i i�� ,� pta9 i 1�, i � 1�� L i/1 � �l� i �;��I t I / 1� I � -�. e� � � � li h � �� 1.� . �� ' tm -�*zl � ^� . -� _ �� I �.1.� � �'�� / �� \ i��'�. �` � L < � �< _' \ - � _ �� l � % /1 � L i l �� y\ I J) 1 � _- l � ' �l / �a �y�_//� �%-�11 � �i � / ,I�V/ I � t /�/i �/ �� r� � I A A �� l.1 R / yP � � � 1 ` // I � /' % 1 �/ �y / ��- / , � il P�.. i /a_ � � I -� � � � �� / �'✓dgu n I�� i Northern Long -Eared Bat 4(d) Rule Streamlined Consultation Form Federal agencies should use this form for the optional streamlined consultation framework for the northern long- eared bat (NLEB). This framework allows federal agencies to rely upon the U.S. Fish and Wildlife Service's (USFW S) January 5, 2016, intra -Service Programmatic Biological Opinion (BO) on the final 4(d) rule for the NLEB for section 7(a)(2) compliance by: (1) notifying the USFW S that an action agency will use the streamlined framework; (2) describing the project with sufficient detail to support the required determination; and (3) enabling the USFW S to track effects and determine if reinitiation of consultation is required per 50 CFR 402.16. This form is not necessary if an agency determines that a proposed action will have no effect to the NLEB or if the USFWS has concurred in writing with an agency's determination that a proposed action may affect, but is not likely to adversely affect the NLEB (i.e., the standard informal consultation process). Actions that may cause prohibited incidental take require separate formal consultation. Providing this information does not address section 7(a)(2) compliance for any other listed species. Information to Determine 4(d) Rule Compliance: YES NO 1. Does the project occur wholly outside of the WNS Zone'? ❑ 2. Have you contacted the appropriate agency' to determine if your project is near © ❑ known hibernacula or maternity roost trees? 3. Could the project disturb hibernating NLEBs in a known hibernaculum? ❑ 4. Could the project alter the entrance or interior environment of a known ❑ 29 hibernaculum? 5. Does the project remove any trees within 0.25 miles of a known hibernaculum at ❑ any time of year? 6. Would the project cut or destroy known occupied maternity roost trees, or any ❑ other trees within a 150 -foot radius from the maternity roost tree from June 1 through July 31. You are eligible to use this form if you have answered yes to question #1 or yes to question #2 and no to questions 3, 4, 5 and 6. The remainder of the form will be used by the USFW S to track our assumptions in the BO. Agency and Applicane (Name, Email, Phone No.):NCDOT, Division 12, Trish Beam, pdbeamLa,,ncdot.gov, 704-480-9044 Project Name: Bridge #160 Replacement, SR 1624 (Stroupe Road), Cleveland County Project Location (include coordinates if known): Basic Project Description (provide narrative below or attach additional information): Bridge Replacement ' http://www.fws.gov/midwest/endangered/mammals/nleb/pdf/WNSZone.pdf See http://www.fws.gov/midwest/endangered/mammals/nleb/nhisites.htnA If applicable - only needed for federal actions with applicants (e.g., for a permit, etc.) who are party to the consultation. General Project Information YES NO Does the project occur within 0.25 miles of a known hibemaculum? ❑ Does the project occur within 150 feet of a known maternity roost tree? ❑ Does the project include forest conversion? (if yes, report acreage below) ❑ Estimated total acres of forest conversion If known, estimated acress of forest conversion from April 1 to October 31 If known, estimated acres of forest conversion from June 1 to July 316 Does the project include timber harvest? (if yes, report acreage below) Estimated total acres of timber harvest If known, estimated acres of timber harvest from April 1 to October 31 Knz If known, estimated acres of timber harvest from June 1 to July 31 Does the project include prescribed fire? (if yes, report acreage below) Estimated total acres of prescribed fire If known, estimated acres of prescribed fire from April 1 to October 31 If known, estimated acres of prescribed fire from June 1 to July 31 Does the project install new wind turbines? (if yes, report capacity in MW below) ❑ Estimated wind capacity (MW) Agency Determination: By signing this form, the action agency determines that this project may affect the NLEB, but that any resulting incidental take of the NLEB is not prohibited by the final 4(d) rule. If the USFWS does not respond within 30 days from submittal of this form, the action agency may presume that its determination is informed by the best available information and that its project responsibilities under 7(a)(2) with respect to the NLEB are fulfilled through the USFWS January 5, 2016, Programmatic BO. The action agency will update this determination annually for multi-year activities. The action agency understands that the USFWS presumes that all activities are implemented as described herein. The action agency will promptly report any departures from the described activities to the appropriate USFWS Field Office. The action agency will provide the appropriate USFWS Field Office with the results of any surveys conducted for the NLEB. Involved parties will promptly notify the appropriate USFWS Field Office upon finding a dead, injured, or sick NLEB. Signature �'C"Y Date Submitted: ZZ 4 Any activity that temporarily or permanently removes suitable forested habitat, including, but not limited to, tree removal from development, energy production and transmission, mining, agriculture, etc. (see page 48 of the BO). 5 If the project removes less than 10 trees and the acreage is unknown, report the acreage as less than 0.1 acre. 6 If the activity includes tree clearing in June and July, also include those acreage in April to October.