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Home My WebLink About20160203 Ver 1_Application_20160301Carpenter,Kristi From: Thomson, Nicole J Sent: Tuesday, March O1, 2016 3:21 PM To: David.E.Bailey2@usace.army.mil; Wanucha, Dave Cc: Carpenter,Kristi; Parker, Jerry A; Powers, Tim Subject: Bridge No. 73 over Cane Creek on SR 1115 (Bradshaw Quarry Rd), Orange Co, WBS No. 17BP.7.R.86 Attachments: Cover letter Att L Br 73.pdf; 73-usgs.pdf; 73-soils.pdf; Attachment G.pdf; SF-670073 Wetland Impact Summary Sheet_20160205.pdf; SF-670073_Permit Drawings_Stream Impacts_20160205.pdf; SF-670073 Buffer Impact Summary Sheet_20160205.pdf; SF-670073_Permit Drawings_Buffer Impacts_20160205.pdf Please see the attached Low Impact Design Bridge Replacement project and supplemental information. Due to file size, I may have to split this up into multiple emails. I apologize in advance. Please feel free to contact me with any questions or concerns. Thank you! Nikki Nicole J. Thomson Division Environmental Supervisor Assistant Division Environmental Office 919-754-7806 Mobile PO Box 14996 Greensboro, NC 27415-4996 �M � +� � � � 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. {.a 7}ansportation February 23, 2016 US Army Corps of Engineers Raleigh Regulatory Field Office Attn: Mr. David Bailey 3331 Heritage Trade Dr., Ste. 105 Wake Forest, NC 27587 Attention: Mr. Dave Bailey and Mr. Dave Wanucha PAT McCRORY Governor NICHOLASJ.TENNYSON Secremry NC Division of Water Resources Winston-Salem Regional Office Attn: Mr. Dave Wanucha 450 W. Hanes Mill Rd., Ste. 103 Winston-Salem, NC 27105 Subject: Notification for the replacement of Bridge #73 over Cane Creek on SR 1115 (Bradshaw Quarry Road) in Orange County. WBS # 17BP.7.R.86 Dear Mr. Bailey and Mr. Wanucha, The North Carolina Department of Transportation is scheduled to replace Bridge #73 with a new bridge at the same location. I have included the Attachments G& L with a project description and a set of the project plans. A stormwater management plan is also attached. Please review this project for compliance by your Division. We plan to begin construction as soon as possible. If further information is required, please contact Jerry Parker at (336) 256-2063. Your early review and consideration will be appreciated. Sincerely, � - �� .M. Mills, P.E. Division Engineer, Division 7 Enclosures cc: Tim Powers, NCDOT Barry Harrington, Roadside Environmental Field Operations Engineer Jeremy Warren, NCDOT Chuck Edwards, Distiict 1, District Engineer File Copy �Nothing Compares��_ SG�eofNortM1Camlina I DeparhnentofTreasportafion I DivisionofHighways,Division70ffice 1584 Yanceyville StreeS Greensboro, NC 27405� P. O. Box 14996, Creensboro, NC 27415-4996 336-487-0000 Transponation PAT McCRORY Govemor NICHOLAS J. TENNYSON Secretary Attachment L: Low Impact Bridge Replacement Process Low Impact Bridge Project No.: B-NIA County: Oranae Bridge No.73 over Cane Creek on SR 1115 (Bradshaw Quarrv Rd) WBS Element Number: 17P6.7.R.86 This project is subject to the Low Impact Bridge Process as agreed to on October 6, 2009. This project meets the documentation requirements and approval procedures under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project meets the standards of NCDOT's Minimum Criteria Rules. Date: Februarv 23, 2016 Applicant Name: NCDOT Applicant Address: 1584 Yancewille Street _Greensboro, NC 27415 Primary Contact for Project: Jem A. Parker Phone No.: 336-256-2063 Is this an after-the-fact application: Yes X No River Basin: Cane Fear River Basin (Jordan Iake Rinarian Buffer Rulesl Stream Classification: WS-II: HOW: NSW: 16-27-(1): 03-06-04 Regulatory Authorization Options for this Activity Federal: USACE Nationwide General Permit 3— Maintenance State: General Water Quality Certification #3883 and/or Buffer Authorization Local: None Project Description — The project consists of replacing Bridge #73 over Cane Creek on SR 1115 (Bradshaw Quarry Road) and improving roadway approaches. The existing 36' long X 26' wide, timber deck with timber joists, timber caps, posts and piles at end and interior bents and concrete encased timber bulkheads, dual span bridge is structurally deficient and will be replaced with a new, single span 60' L X 33' W, cored slab, single span bridge at the same location. An off-site detour will be utilized during construction. The project involves no wetland impacts (there are no wetlands within the project boundaries), 91 linear feet of perrnanent stream nnpacts (associated �Nothing Compares�,� Sfate ofNorth Carolina � Depar[ment of Tiansponatiou � Division of Highways, Division 7 0H'ice I584 Yanceyville Street, Greensboro, NC 27405� P. O. Box t4996, Greensboro, NC 27415-4996 336�487-0000 7Yansportation PAT McCRORY Govemor NICHOLAS J. TENNYSON Secretary with bank stabilization), 221ineaz feet of temporary stream impact (associated with the existing, interior abutment removal) and 7,376 square feet of Jordan Lake Riparian buffer impact (4,611 sq. ft. Zone 1 and 2,765 sq. ft. Zone 2) and are listed as "allowable" per the Jordan Lake Riparian Buffer Rules Table of Uses. There are no deck drains on the bridge; instead, stormwater runoff will be captured a proposed drop inlet and discharged onto a riprap pad located within Zone 2 and outlet at non-erosive velocities (please note that the location of the outlet is in the most practical location; moving it outside of the buffer zone would place it in the sag of the roadway which could potentially ]ead to clogging thereby putting the traveling public at risk). There is also a UT to Cane Creek located in the southwest project quadrant, but no impacts to this UT or its associated buffers are anticipated. All other stormwater is discharged into pre-existing ditches at non-erosive velocities. Biologists from the Biological Surveys Group reviewed the proposed project for the Cape Fear Shiner (Notorpis mekistocholas) and determined that the reservoir (Cane Creek Reservoir), which is south of the project location, isolates the project from any existing Shiner populations. Dwarf Wedgemussel (Alasmidonta heterodon) potentially exists within Orange County, but only for the portion that is within the Neuse River Basin. As this project is within the Cape Fear Basin, and the mussel has never been rewrded in this basin, the mussel does not exist within the project vicinity and therefore issued a"no effecP' determination (see attached email from Neil Medlin). Habitat surveys for the Red Cockaded Woodpecker, Michaux's Sumac and Smooth Coneflower determined that there is no habitat for any of the named species, nor any specimens present, within the project area. The Bald Eagle is protected in every county in North Carolina under the Bald and Gold Eagle Protection Act; however, no suitable feeding/water source is located within one mile of the project study area to support Bald Eagle habitat. Also, Mr. Gary Jordan (LJSFWS) recently released the Programmatic Conference Opinion (PCO) for the recently listed Northem Long Eared Bat (NLEB). This opinion, states in part, that "... it is the Servlce's conference opinion that NCDOT aciivities in eastern North Carolina (Divisions 1-8), as proposed, are not likely to jeopardize the continued existence of the NLEB. " Signature: � � a , 1 • � ` �T � Print Name: c�. � • � � y� Title: �, � I`J i� Y1 �Y� Yl P.� V'� �Nothing Compares��._ State ofNoN� Carolina � Deparhnent ofTrzasportafion � Division of Highways, Division 7 0ffice 1584 Yanceyville Stree4 Greensboro, NC 27405� P. O. Box 1499Q Greensboro, NC 274t5-4996 336-487-0000 Carpenter,Kristi From: Thomson, Nicole J Sent: Tuesday, March O1, 2016 3:31 PM To: David.E.Bailey2@usace.army.mil; Wanucha, Dave Cc: Carpenter,Kristi; Parker, Jerry A; Powers, Tim Subject: Bridge No. 73 over Cane Creek on SR 1115 (Bradshaw Quarry Rd), Orange Co, WBS No. 17BP.7.R.86 - Part 2 Attachments: 670073 AR14-09-0007NoSites Present.pdf; 670073 SA stream form.pdf; SF-670073 _HYD_SMP_20160205.pdf; T_E Species Check for 670073.pdf; 670073 14-09-0007 _NoSurveyReq.pdf Second and final part. Dave B. —your hard copies are in the mail. Nik Nicole J. Thomson Division Environmental Supervisor Assistant Division Environmental Office 919-754-7806 Mobile Nithomson2(cancdot.qov PO Box 14996 Greensboro, NC 27415-4996 ,�� #,�.� 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/Minimal Impact Bridge Project Data Sheet TIP NO a�uws WBS iPBP],R.BB ' Coun o�a�0e Brid e Numher �3 Dese�iptinn FeplacebtlEBeno.]3ovetCeneCreekon SR 1/15 easin Cape Fear Clessificafion WS-II;HOW.NSW __. _ .... __. . . .__. Stream SIN �. �e�z�i+) TypB � � � CanaCreek-Porennlel SA:INertnitlenl $�28 Cene Creek-12-Y5 ft witle Sn: 35 R. wide � TimLer4eckontimEe�ioisls,timEorcaps, Type nosls,andpiles'elenaanalniu�iorben6: Existing Stmefure concrele enc�ouhdeHmCePoulk�eads; $IZB 36fl.x28iL � Suff. Ratin xa.sa ProposedStmcture T e 24"GorCtlSlabBndqe5in9105pan 5�20 wltllhav(taout 60ttx33ft. � Stream USACE Im"ucts YIN - � Y � � � � - - � Nod4U41m � acts IN N uSACE Im acts YIN � � � Wetlands Non 4041moacts YIN N CAMA Im acts IN N N�DWgBuf(ers Im_gcls� IN � � � �NokenLakewelarSuppty) @uffer A lication Re uired� >40 N YM � � � � � � � � � NC DWQ SrormWater Permit Permit Re uired YIN N .. �. RetlCwketledWootlpecker.No Habitat(Y/N) �aewaaeam�uscNo Micheux'sSumacYes Sro001h COnP(IowPf. Ye5 ReE COCNaEOE WaOtlpaCkBr No SpOCIBSPf¢SBII[ �'arfWetlgemussel:No T&E .. Michaux§3umacNo Sm NConellourer.No Retl CockatleE Wootlpecker: No EHect R.varf WetlBamuesal: No EHect BioConclusion Mlchauv'sSumec:NoERecl � smoolhCananowerNOEttect MOIBfOf�Uf11 T 8 N�A D0�B5 N/A NativelHatohe N TroutWaters TroutS eciesPres¢nt� � � Trout Conditions � YIN � WRCReviewer rram.wi,o� CAMA AECs:;��'.�: � N Essential Fish MabiWt YIN � � N Nav.Openin8 � � wa USCG Permit:�' N Historic Prp eAies N Arcbaeol icat Resources � � N Tribal lantls N 4 Resources � 8 LWCF Resources N Wiltl antl Seenfo River � __.._. _ _._. _.._. . .. . .. . . . . . _ ...._ Forest Servlce Lands N NA Area N FEMA Bu ou[ � � � � FEMA FloDtl SWd Y (MON) USTs Haz Matg N f;B�OCdI9B6 N Location �AT 35.9988fl49 ' LONCa a8.1938B246 SA is an Inle�mlttent UT M Cane Croek antl Is picWred on Ue O�anga County sall aurvey, lherefore, SA is subJec! ta Ne Ja�dan LnkewalersupplynPedanbuHars, ParNHPrewNs,NeroisabaldeaB�eoccurancawiNint.OmileofNebddBe,MNanoM (up^.Upnm). This indlvl4uel Orobably orlginaleE from Ne Gane Creeh reseMo�, whlch is app�oxMaley 12 mlles tlownsVeam of �pp biitlge,Jvslaulsltle Ne E�sUnce (1.0 mlle plus 800 foot redlus, ot 1.13 miles) where 3 surveywouitl Ee requlred. Project Comments RiyarCicss. no baltl eegla fnelviduels were observetl dunng Ihe sita WsilanE Na mwt recentaeriei Aoes not �ntllcata any nesiinyhabllatwiNln680faetafihapm)ec111mI1s;therePore,NlsO�le��WllinavenoimpaclonNlsspaies. Ha6liatwas preson� wiUln Ihe sWdyarea Iwsmoolh conaflowerand Micheu.is wmec alon8 �e roatlstda etlBewest ot Ne briCBe, but no IndlYlduelsw�eobserveC. 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'tX' � � ti:.l` -�^� — � `�b `_ � I , � :, � _- � � :; � � _ � � ' � � �''_ i �., � . � �I " �� '• � � �r .. !b � , !"•�' i` � �� p, � � _ �' - fC% ♦ � ' J�� {/ ` . � � � `� '� I IT� _ �700`� �`� �,�I' LTN w i n { _ U _ 1 '. ""�..:.�- - I � NDE-��i � l� �, = 1 i' i - _. �' �� -� -�} t'� r 1 . . 6.5C � J � =�� . � '�: � - . �ir . . � i � , o � � _ . .. . . - �i i'- . , . i , r I ' - e . ;� �. �—,_ / I �50---t_i -%1 =� . �. .� �, . �0��. . . . �---� . . '�60 . , _ . . . �I � (' _ .�1� _ " . . . � . � . '� ., . . � � ..� .. � - '� ,��-f _r_ _ .A: ��' �� -�'.. �''I'' ,�I� � . � .��r �" �y.�� ,i } t �liW_ � _ - �� . � i i . ; ! r . � ' � ��'' � tL� � �{ J - - � �� 7. �' `' - � ` Orange �_ �� , ,;��1 ,, � , _ r; =- : � �� -� -�°" ';'�.�:» , �' � �- , " _ _ ` , Grave � � � �� `. : , . _ . , � ... n ; . ; ;: _ , � � � � � .. � � - , Map Location USGS Map Figure 1 CASWELL PERSON NC DOT Bridge 73 over Cane Creek f�-�,��7j�� Bradshaw Quarry Road, Bingham, NC a°� �� '� �, , �, o�� Orange County " %��T � � �f.� f * � '`:, }� � ALAMANCE ORANGE White Cross & Efland Quadrangles �,� USGS Topography 2013 �� '`� � � DURHAM September 24, 2014 ��y 4^� � 1 inch = 2,500 feet ��`Tor r�r�Se�� WETLAND PERMIT IMPACT SUMMARY Hand 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) 13+2g/13+65 60x33 single span 91.000 22.000 TOTALS*: 'Rounded totals are sum of actual impacts NOTES: � � �o 0 V • � � V � � O V See Sheet 9-A For Index of Sheets ��1�� ll' �� Jl�� Y �� 1L�� V'V' � Il � ORAI�GE CO U1�T Y LOCATI011I: BRIDGE NO. 670073 OVER CANE CREEK 011t SR lll5 (BRADSHAW QUARRY RD) TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING, A111D STRUCTURE BEGI N BRI DGE -L- STA. 13 + 11. 84 �g�RLINGTO � E�— - -L- STA. 11 + 50.00 BEGIN PROJECT 176P.7.R.86 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. SR 1115 END BRIDGE -L- STA. 13 + 74.16 —L— BRADSHAW QUARRY D - _ -- � — , _ _ � �� ' .�� GANE CREEK �S \` C, � �tiUT = � �t` . ls � �� , ,� �''cc \y �,� STREAM IMPACTS —� - - ��`1/L�SBOROUGHJ /-L- STA. 15 +40.00 END PROJECT 17BP.7.R.86 n �� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED tVCDOT CONTACT: V I R G I1V I A M A B R Y HYDRAULICS ENGINEER 0r, owr,y c GRAPHIC SCALES DESIGN DATA PROJECT LENGTH � PLANS PREPARED BY: PLANS PREPARED FOR: ��,4 '�9� ADT 2015 = 920 �x� NcooT a � 1S �.S O 1S 3O TGS ENGINEER$ � i �� 804—C N. LAFAYETTE ST pRIORITY PROJECTS UNIT T= b %* LENGTH ROADWAY PROJECT 17BPJ.R.86 #670073 =0.062 MILES — SHELBY,NC 2st5o � � LENGTH $TRUCTURE PROJECT 17BP.7.R.86 #670073 =0.012 MILES � PH (704)476-0003 1020 Birch Ridge Dr. "e. e." P�iN$ V= 55 MPH r CORP. LICENSE NO.: C-0275 Raleigh, NC 27610 p�. �yP oF sQ°@� * TTST —3% +DUAL =3% TOTAL LENGTH PROJECT 17BPJ.R.86 #670073 =0.074 MILES srcharuns: T�"" 20 10 0 20 40 � � LEONARD G. FLETCHER PE ROADWAY DESIGN RIGHT OF WAY DATE: � PROJECT ENGIhEER ENGINEER PROFILE (HORIZONTAL) FUNC CLASS =MINOR — APRIL 21, 2015 COLLECTOR R.E. BURNS & soNs co P. O. BOX T 168 4 Z O 4 $ S7ATESV�LLE. NC 28687 JpROJECT DESlGN ENG/NEER LETTING DATE: PH fT04)92<-86C6 PROFILE (VERTICAL) SUB REGIONAL TIER PE APRIL 21. 2015 2012 STANDARD SPEC7FICATIONS S7GNAT[IRE: 6F-670073 Permit Drawiii� tsh stream.den 2/2/2016 ]033:00 AM TGS CANE CREEK IMPACTS UT TO CANE CREEK IMPACTS Length Type Description Length Type Description Permanent 0 ft None No temporary impacts. Temporary 0 ft None No temporary impacts. EXISTING OH POWER LINE BEGIN PROJECT (APPROX. LOCATION) 17BP.7.R.86 14 —L— STA. 11 + 50.00 JACK G. GILBERT COLLEEN B. GILBERT _� ----- E -- -- - -- - - PROPOSED OH POWER �v� LINE (APPROX. LOCATION) _ ��/ 0 /— --- OIHPOW� -- - -_ -- 0 7 M� ��-5 +/ - TO SR 1��4 EXISTING R\W �-T'-�.r� �� k,r�-vrk // / / / WOODS � '� �`? PROPOSED POWER POLE GUY � �`� WooDs (APPROX. LOCATION) � �,� PROPOSED POWER POLE JOINT �3 '� �. USE (APPROX. LOCATION) \ � � �� 0 �, :) S �JCLC. CLASS B RIP RAP � W7GEdTEXTit� � � � � ��; D`� � �'O DRAIN � a� : 1�1 � ----_ � �� i � --�- ---__- _- ==T----=_==-=-r -i - --- i � � SR lll5 BRADSHAW QUARRY RD 20 BST �y� ' _ f � . � — _— — -- .��— . .. ._ . — . � �'�' `_ �— — EXISTING R\W CLASS B RIP RAP W/ GEOTEXTILE �B_� woo�s �� TB �B—� \ TB T@�sr �TB TB �\ TB�TB_TB��TB � TB -i6-�TF NOTES: 1. CANE CREEK IS IN THE CAPE FEAR RIVER BASIN. 2. JORDAN LAKE BUFFER RULES IN EFFECT. 3. DO NOT INSTALL DECK DRAINS. 4. CLEARING SHALL BE PERFORMED PER NCDOT METHOD II. GRAPHIC SCALE 15 7i 5 0 15 � �� — I — SF-670073 Permit DrawinC psh stream impacts.den 2/5/2016 17 35:12 AM TGS GSAQE------�_ _TO DRAIN F ----_� � F I_i�i 'i L ' \� \� v `� E �' , s �ce �� / PDE PDE — m ,, PD CLA55 II RIP RAP � � _ (STRUCTURES ITEM) �rvr.� �.�� CANE/j��Tg—�� BM#I U'� T�SB j�sB � 'TB j��8 iT�,StB' �18 i ° LF�PERMANEINT IMPACT � Dll� � ' �� STREAMBANK STABILIZA�^' 016 JAMES DAVID ANDREy�S, II TRUSTEE OF THE MARGIE KIRK PEGRAM REVOCABLE TRUST PROPOSED TOP OF BAN K PROIECT REFERENCE NO. P E RM I T D RAW I N G �78P.7.R.86 (SF -67007. FOR BRIDGE #670073 1�J� TGS ENG//�EERS Era_v-_r_. 706 H/LLSBOROUGH � SU/TE 200 O RA N G E C O U N TY �� PH �9/91 77328887 STREAM IMPACTS EXISTING BRIDGE DIMENSIONS - 36'X26' (DOUBLE-SPAN), 90 DEG. SKEW PROPOSED BRIDGE DIMENSIONS - 60'X33' (SINGLE-SPAN), 75 DEG. SKEW TOTAL PROJECT LENGTH - 390' - PROP. CLASS II RIP RAP TO RESTORE NATURAL STREAM CHANNEL � �SEE DETAIL A WOODS � ��Pon = Dl}E DFJ SEE DETAIL A I{ - ' `"��"�" '-�w_ -.; r � , o ; " `�^'�^� E ,�-� 24„ i LINES -- �� _I8^RCP_ \� �Vt� � - - - - - - - � �� —L— _ TB 2GI O � �i DAVID F. HOLMES, JR. ��p o�� DONNA D. HOLMES N� GNP 2 g31 �UE — --- — ---- E NP�-- ED DETAIL A _ i^ �, � r .. - � ��n�-� ,,�ts � � � � -� �r �� `,"-'�,-r��. — -------R \ W \ � � � � � � � - _ - = T ` _ � ,� - ______- - - - - - - -- - � -__-_-_-- r- -- , 0.6 MILES f/- --- -- TO SR 1006 : ,<, �;�., ._. _� i //�i ��I I f._�,`-�. _ ELBOW �� . , � ! � ,� � � i ,�„ � i - - --- - . . i. �< _ � — — � I ,__-- F �� `�L_u. � ELBOW ___ � � � � � _- � `----- ---------- r� �� F F � � PDE PDE PDE PDE � d ''� �;� � Q2 = 0.35 CFS � �J+ � � Q10 = 0.44 CFS Woo�s V2=0.1 FTiS ��, � �.� vio=o.� FTi� END PROJECT �� , � �-. s 17BPJ.R.86 �. � � � —L— STA. 15+40.00 � �� \ �� 6� �� CLASS B RIP RAP � ' �� . � �� DISSIPATOR PAD � s �� a \ 3 �� , -L `4,� t-, T � C�� „� �,� �� `'� � � \ WOODS �� a i �� t� �-�� J �S �� B � , �o �� }� \ . 12 RCP RET,41N _____ EXIS TING R� W �,� s,{ 01 DAVID F. HOLMES JEAN J.HOLMES DETAIL A LATERAL BASE DITCH ( Nor to Smle� �Nmoral Fill Ground ?'7 D ry'� � ��' Slope a GEOTE%TILE g Min. D= Varies' Min. d= 1.0 Ft. 8= 2 Ff. Type of Liner= Class I Rip-Rap b= 2 Ft. FROM -L- STA. 13+34 TO STA. 15+44 RMIT DRAWING SHEET 1 OF 3 CANE CREEK IMPACTS Length Type Description EXISTING OH POWER LINE BEGIN PROJECT (APPROX. LOCATION) 17BP.7.R.86 14 -L- STA. 11 + 50.00 JACK G. GILBERT COLLEEN B. GILBERT -� --E---- - --. . PROPOSED OH POWER �v� LINE (APPROX. LOCATION) �� - - -- - � � — ovti/ - - _ EXISTING R\W_� �. /- -._ . -- - _, ' ,_�" ` PROIECT REFERENCE NO. P E RM I T D RAW I N G �78P.7.R.86 (SF -6700731 UT TO CANE CREEK IMPACTS 1_c,s TGS ENG//�EERS FOR BRIDGE #670073 E��°� 5 U E/2000ROUGH Length Type Description O R A N G E C O U N T Y �� RALE/GH, /VC 27603 PH (9/91773-8887 Permanent 0 ft None No temporary impacts. STREAM IMPACTS EXISTING BRIDGE DIMENSIONS - 36'X26' (DOUBLE-SPAN), 90 DEG. SKEW Temporary 0 ft None No temporary impacts. PROPosE� BRIDGE DIMENSIONS - 60'X33' (SINGLE-SPAN), 75 DEG. SKEW TOTAL PROJECT LENGTH - 390' � w000s �S � PROPOSED POWER POLE GUY < (APPROX. LOCATION) � PROPOSED POWER POLE JOINT ? USE (APPROX. LOCATION) �� , � /'� 0 � -t—�}Id € - - - $kJ �--� o `� , �JCLC.. CLASS B RIP RAP � � �� W/�GEOTERTICE - f �D� � -_ H��ES� �� r.r � DRAIN �_ a?—�� _ _ �� ---- i - � ._ -- -- -- -- - - - --- - -- _ -r�- _ _ - --- - T -___-------- _ _ y / � _ -- ��_ ---- _ — - --� 07 MI, �_ F--�-S ±� SR lll5 BRADSHAW QUARRY RD TO SR 1114 20' BST � --- �� -- � � - � \\ h tlti�l TO DRAIN F - ----- �� _--- - �__ - --� �Lr'�-u ^»^"��"�=�. r � ,n�< -.-r,r� C _ � ,r� - ' �-,_r�� '��''�` `'�'� - G R � W � - � � �',- � � F � �� WOODS �� st \ \\ �� ' � �� EXISTIN F �-� � , � , , � �_ � _ � -1 ' � m �� %L. __ - E �� CLASS B RIP RAP � � �0 �•" � � wi�eorexmE PDE P�� DE'� CLA55 II RIP RAP ~ � � / (STRUCTURES ITEM) � _ �rvr.) �c� � 7B , - -- woo�s �REEK�TB��S � . -\T B� U%ta�j��Tg—�0 B M*` I � iB � O ��SB � -\\ TB� � � S� TB TB�tB , tB �TB�� TB —�g�STB . ..._ . TB _TB��B .�� __._... ._., �ra�rs_��e� �+tPORARY�I�AA�A�-0HE�� , S i v o��s i��IOR_ABUTMENT REMOVAL NOTES: � �S� � � - �� 91 L�-R-ERMANENT IMPACT DUE —' 1. CANE CREEK IS IN THE CAPE FEAR Tfl STREAMBANK STAB'ILIZATION RIVER BASIN. � �`� � 2. JORDAN LAKE BUFFER RULES IN EFFECT. � _ �' �� Q� 6 PROPOSED 3. DO NOT INSTALL DECK DRAINS. �a1�Es,B�a �D AN�REYVS, u TOP OF TRUSTEE OF #M�`,�RGIE KIRK PEGRAM s BANK 4. CLEARING SHALL BE PERFORMED PER REvoCzcB� TRUST �� NCDOT METHOD II. GRAPHIC SCALE � l � � � �- � � 15 7.5 0 15 30 � � �� - V � �_ � � � � � f � — �.... — — � SF-670073 Permit DrawinC psh stream impacts.den 2/5/2016 17 34:45 AM TGS PROP. CLASS II RIP RAP TO o RESTORE NATURAL STREAM � � CHANNEL S �� WOODS �� {{{� DAV19��HOLMES, JR. �0 �� SEE DETAIL A � DON��' D. HOLMES N� �NP 20 g31 �D f - 11f = DUE— DF1 - --- - ---- , P \� SEE DETAIL A i � �UE—DUE E N__ � � � �s` � , SEE DETAIL A � � � � �� -,�_� �.-, ,,, �' - , �� ts ��r,-�J,, .�,5 � - � �-`.r . � �� ; ''�r�}v . � � �E • � E -_ � � . � �� ' � . i J� � , r �,Y�,. � — - _ _ � % 2a„ � r'- � �w�-��,- r-� l[ I I I Ir�_ � - - - - Pan_ a�-1�136V LINES ---' � �8^ RCP_ / � \ -- -- --I-� �� N/_ : �� - - -- -- �` ��<��i �� - � 1�.`� � _�� .I=� � J � II�'� �� e � — L1 T -_ _ � - _ - - � _ - �' _ c? � — - _ - _ . . . . . - - - - - - _ - _ \ — --- --- L --r= I I � - -- - \ 0.6 MILES f/- --- -- _ � �,1, -L- ro sR ioos ii I�ii� TB 2GI �r� : --- - - - - - - - - I_ - - - - - / -- --- --- --- --- -- -- � � � � �� iiif� - � i2R_c_P tLBOW �� ' � RETqIN � l� ��_�� i�� :r � � - �� --- ---- E_W��W \� � l , � � _ ,--.- F � � , ' � ELBOW � �;,- � _ _ � _- � ��'� � �----- ---------- � �7 �� F F � �� PDE PDE PDE PDE� � � d � Q2=0.35 CFS � �� J+ � � Q10 = 0.44 CFS � / �� w000s �3 v2=o.� FTis END PROJECT � V70=0.1 FTiS � �� ' \ � T� �,, 5 17BP.7.R.86 �� `�, �'� ` , ��, -L- STA. 15+40.00 ��_ i ��'� \r., ` � 6 �� , ,,.� � ��- CLASS B RIP RAP O� `� �� `�; DISSIPATOR PAD I �AV�� F. No�MEs "Z � ✓J, T� I I I I JEAN J. HOL�IES �, � e 4 3 �� 4 � � � � �a � , `�� (, �71 � � � �`3� �'�� °� � C��1 5 � ^� ,.� �"� �` z � 4� 2 WOODS � �\ �� _ 3 ; �� S a � ��j� v��_ � s a✓s ,iJ, � i\ �� m hKVM -L-SIA.13+34 IV JIA.IJ+44 � � V / � �-., �� W ERMIT DRAWING SHEET 2 OF 3 � � �� I ELEV. 560 550 540 12 + 00 ST RUCTURE HYDRAULIC DAT A EXIST. BRIDGE TO BE REMOVED LOW SIDE LOW CHORD Pl = 12+56.00 EL = 557.30' �� _ ��o� K=50 OS = 35 MPH � �2.5472/ f -)0.. � RESTORED FLOODPLAIN FLOW AREA AT ABUTMENT 1 = 66 SF � � 1.0' MIN. (TYP.) , PROP. EXCAVATION TO ELEV. 549.5' SLOPE TO BE CUT BACK FROM BASE OF EXISTING STREAMBANK AT 1.5(H):1(V) AND LINED WITH CLASS II RIP RAP (24" THICK, KEYED-IN) ON GEOTEXTILE DESIGN DISCHARGE _ 1200 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 553.6 FT BASE DISCHARGE _ 1700 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = 554.64 FT OVERTOPPING DISCHARGE = 2700 CFS OVERTOPPING FREQUENCY= 500+ YRS OVERTOPPING ELEVATION = 557.1=X FT xFOVERTOPPING ELEVATION REPRESENTS LOWEST HIGH POINT ON DECK/ROADWAY, WHICH OCCURS AT LEFT EDGE OF PAVEMENT @-L- STA.14+65 SF-670073_Permit Urawing_pfl.dgn 2/5/2016 I 130:02 AM TGS GL -L- STA. 13 + 43 PROP. 1@60' 24" CORED SLAB W/4'-0" DEEP CAPS PROP. GRADE = 556.99' SKEW = 75° I � 100 YR. W.$. ELtV. = 554.64' 25 YR. W.S. ELEV. = 553.6' � PROP. GRADE �� •��- -------------- --, --• ----___ -�� 13+00 I�'`I'�(�)I"'I I .,I":' � EX. GRADE PROPOSED TOP OF BANK � RESTORED FLOODPLAIN FLOW AREA AT ABUTMENT 2 =40 SF 1.5:1 NORMAL SLOPE W/CL. II RIP RAP (TYP.) � PROP. EXCAVATIONiFILL TO LINEDiFILLED WITH CLASS GEOTEXTILE TO RESTORE I CHANNEL (24" THICK, KEYE APPROX. W.S. ELEV. = 546' ON DATE OF SITE VISIT (827f2015) 14+00 -L' J / � Pl = 14+73.00 ELEV.55 EL = 556.52' VC = ll5' K=5/ DS = 35 MPH `-J0.3594% " (+)I.yiv�+�. �m PERMIT DRAWING FOR BRIDGE #670073 ORANGE COUNTY 15+00 PERMIT DRAWING SHEET 3 OF 3 BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftz) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ft2) (ftZ) 60'x33' Single Span 12+46/14+37 X 4611 2765 7376 0 0 0 0 0 TOTAL: 4611.0 2765.0 7376.0 0.0 0.0 0.0 � �o 0 V • � � V � � O V See Sheet 9-A For Index of Sheets ��1�� ll' �� Jl�� Y �� 1L�� V'V' � Il � ORAI�GE CO U1�T Y LOCATI011I: BRIDGE NO. 670073 OVER CANE CREEK 011t SR lll5 (BRADSHAW QUARRY RD) TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING, A111D STRUCTURE BEGI N BRI DGE -L- STA. 13 + 11. 84 �g�RLINGTO � E� _ — - -L- STA. 11 + 50.00 BEGIN PROJECT 176P.7.R.86 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. SR 1115 END BRIDGE -L- STA. 13 + 74.16 . -- - - _ /� - �„ _ - BRADSHAW QUARRY {2[ �� ' .�� GANE CREEK �S \` C, � �tiUT = � �t` . ls � �� , ,� �''cc \y �,� BUFFER IMPACTS —� - - - ��`1/L�SBOROUGHJ /-L- STA. 15 +40.00 END PROJECT 17BP.7.R.86 n �� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED tVCDOT CONTACT: V I R G I1V I A M A B R Y HYDRAULICS ENGINEER 0r, owr,y c GRAPHIC SCALES DESIGN DATA PROJECT LENGTH � PLANS PREPARED BY: PLANS PREPARED FOR: ��,4 '�9� ADT 2015 = 920 �x� NcooT a � 1S �.S O 1S 3O TGS ENGINEER$ � i �� 804—C N. LAFAYETTE ST pRIORITY PROJECTS UNIT T= b %* LENGTH ROADWAY PROJECT 17BPJ.R.86 #670073 =0.062 MILES — SHELBY,NC 2st5o � � LENGTH $TRUCTURE PROJECT 17BP.7.R.86 #670073 =0.012 MILES � PH (704)476-0003 1020 Birch Ridge Dr. "e. e." P�iN$ V= 55 MPH r CORP. LICENSE NO.: C-0275 Raleigh, NC 27610 p�. �yP oF sQ°@� * TTST —3% +DUAL =3% TOTAL LENGTH PROJECT 17BPJ.R.86 #670073 =0.074 MILES srcharuns: T�"" 20 10 0 20 40 � � LEONARD G. FLETCHER PE ROADWAY DESIGN RIGHT OF WAY DATE: � PROJECT ENGIhEER ENGINEER PROFILE (HORIZONTAL) FUNC CLASS =MINOR — APRIL 21, 2015 COLLECTOR R.E. BURNS & soNs co P. O. BOX T 168 4 Z O 4 $ S7ATESV�LLE. NC 28687 JpROJECT DESlGN ENG/NEER LETTING DATE: PH fT04)92<-86C6 PROFILE (VERTICAL) SUB REGIONAL TIER PE APRIL 21. 2015 2012 STANDARD SPEC7FICATIONS S7GNAT[IRE: 6F-670073 Permit Drawiii� tsh buffer.den 2/2/2016 10 3 1:07 AM TGS PROIECT REFERENCE NO. 178P.7.R.86 (SF-6700731 EXISTING BRIDGE DIMENSIONS - 36'X26' DOUBLE-SPAN , 90 DEG. SKEW PERMIT DRAWI NG res ENG//�EERS ( ) TGS Buffer Zone (BZ) Impacts PROPOSED BRIDGE DIMENSIONS - 60'X33' SINGLE-SPAN , 75 DEG. SKEW E�+:,,-_�_ �oe H/LLSBOROUGH � � L � SU/TE 200 Area ofAllowable Area ofAllowable TOTAL PROJECT LENGTH - 390- FOR BRIDGE �V�oo�� rr RALE/GH,/VC 27603 Bridge Impact Bridge Impact PROPOSED POWER POLE GUY PH (9/91773-8887 within BZ, within BZ2 (APPROX. LOCATION) B U F F E R ZO N E I M PACTS O RAN G E C O U N TY LEGEND � � � � � � ' ' PROPOSED POWE 4, m `� �`� POLE JOINT USE SITE 46» sq ft 2765 sq ft � 4 (APPROX. LOCATI N) � 22'x3' EXISTING CONCRETE JACK G. ci�aERr ? F � BENT TO BE REMOVED O� COLLEEN B. GILBERT N �' �> � O EXISTING OH POWER LINE a � WooDS ; '�; P R O P. C L A S S I I R I P R A P T O D A V I D F. H O L M E S. J R. p BEGIN PROJECT (APPROX. LOCATION) I ,; WooDs RESTORE NATURAL STREAM DONNA D. HOLMES � $3��P Z�� c; 6> CHANNEL N `� 17BP.7.R.86 � ��` m �� a° —L— STA. 11 + 50.00 POWER POLE �� , W;; ��_ �� ` sEE oE1ai� a woo�s j'� � -- - - - - - - � $U € - � �� ' E � � ; � Dtif � 6ii E DFi -- -- -- � � , - - - E-- i i � t fi i ,� i � �UE� --E --------- ---- CLASS 8 RIP RAP / / �/ � I � � '� � r DUE — QV� W/GEOTEXTILE �/�/ . � � � �� \ ,�� A SEE DETAIL A �� PROPOSED OH POWER �_ � `� � � � . , � LINE (APPROX. LOCATION) �,'�' ' � , � =� ��`'��.,� `- - �'� - �-r^� _ _ _ ,, '� E � � i � i , ' �!,�--=— � � j�� ''�� r` `",� , `�`� w- _, ,_,s � �; r, , , v � � -' � _ , O '� , �° ' SEE EDETAIL A -- �ROP / � � �; f �� - - � `t^'�^� E �--� -- -�� / j '-� PO LIN --., F � i � J � � ---- /� i --- F - C — - ---- ' / ,-�...� � � " - - �r � EXISTING R\W � R° -�--- � � �"�� _ ,-___ _ ,, -_ � � �l� � ; �4-- ;� �� '- -_��"E�rz �� osnir� � � ____ __ R �� _ � � �r�k., �r' Cv "� �'�'� 1 -�- � � -� i �t/ /-.= �� PROP 0/H POW LI � ---� _ � 18" RCP � � EXIS TI� �� _a � � - �;� � � � � C � < s,n � NES � W � i � ,t- i � � I � I I� f � � - - - � POW � - � � � �. . � -- - � w' � i i i �a� �, 1 � LINES i --- � � � ��, �,� � � — � � � PR�P ��N i / _ -_ '�� / � I I I. a�... .I I � �:��', � � � i � � -- � - � - -- -- � � - - -- -- - - — � � - . � � _ _ - i / - - -�T-= -------- .S> f-�. �i --_ �� L -T _. - -.T-= � � --_ _ _ '-- _ - - - ` .5 �:- �-; � -� - - - - - � ` \� ___ . i . -_ � SR lll5 BRADSHAW QUARRY RD � \ _-- � ' ---- __ __ __ ____ - _ ---- - . I - -- - 0.6 MILES f/- - - - -- ------- _ �X �: I��,��li +i - � � �� ro sR ioos � n7�A� � � � -- TO SR 1114 l r l I_ I,I � .� � � ��, 20 BST � I I_IvC �� 11 I( 1C ��i I�l. �.�_� �, �!,�, -- — - - - I_.I �.I ��I. -, -- TB 2GI - -- '' ' i --- — - - - - - - - __ _ \\ " ,, -- - T' --------- � � i �' � � I 1 � � ---- — -----� � � �1- i �� TO DRAIN F -----_ !,irr�3'� �,;��,��'�.�� \�I �� j i i ��\ _,1..-. �� 12 RCP �n _ _ � � ' GRADE - �� !a-� - - RE AI - B 2 ,,____ w �� T rv � � � � LB -' � 'y ��''��, - \ , � � � - -- - �.�-, . � �_ n-r-'�-, r✓�, .�n. .�-i.. C ., �,� . _ , _ r�� ^2rr � � ,�-��` �1 . �'. �- � � � �-=� � : ' / �' � � " - � �` — - — -- _ E X � I� �i - - - � -- . _ � � � � �� i I� r �� , �, � STI R\W ,_��-- EX S NG RvW F F �, �� _ ,' _ _,___-- F � -- --- -- � , � s `,�� so — B� v i�� i�i� � �i �� ;i�i�i °�� ---------- � � 7 � E �� , ` � V `�/ CLASS B RIP RAP �' F / F / / h� � � T 4.�� / � / wr�EorExri�e PDE � � � PDt� PDE - PDE � m , r � �� gz � �� ~ �'7_ ,. a ,;� `� �� I END PROJECT � �� s� � w000s �S ,ti e �' \ w000s '� 17BP.7.R.86 �s �REEK�ts � 3 \�� ,, �,, —L— STA. 15+40.00 `�=' f,< � �t��Tg BMtt� � � � �s �s-��B�rg �T T�� se � �"�, �, �'� � � Q2 = 0.35 CFS � � TB tB � � \4 Q10 = 0.44 CFS DAVID F. HOLMES TB S B�Te� 'Tg' � ``� V2 = 0.1 FTiS �EAN J. HOLMES � -�� Te 15�g/ CLASS IIRIP RAP �Z � ''o"t�, ', 10=0.1 FT/S '..�� ; �°`�`��-' TB —' �g (STRUCTURES ITEM PROPOSED � � re� �Te—�Te Te� �rvr.� � ror oF �'� ''� � �CLASS B IP RAP „- TB—i6_—Tg— BANK `�� T� �ISSIPATO PAD BZ � �� . � 016 � NOTES: JAMES DAV�D ANDREy�S, II �, � j T� �� \`� �, 1. CANE CREEK IS IN THE CAPE FEAR TRUSTEE OF THE MARGIE KIRK PEGRAM � c� Tec, REVOCABLE TRUST � � � ``'�� RIVER BASIN. => \ �` 4� 2. JORDAN LAKE BUFFER RULES IN EFFECT BZ � ,-- "� - BZ 2 `� WooDs � �� \�� 3. DO NOT INSTALL DECK DRAINS. �� `� � � � �s � �� __ — � 4. CLEARING SHALL BE PERFORMED PER ,;, � � � �� FRonn -�- srA. �s+sa 10 s1a. is+aa NCDOT METHOD II. � - � � GRAPHIC SCALE �-,� �, 15 7.5 0 15 30 i i i � � � � ��— — \ RMIT DRAWING SHEET 1 OF 2 1� H W I� SF-670073 Permit DrawinC psh buffer impacts.den 2/5/2016 1127:I8 AM TGS EXISTING BRIDGE DIMENSIONS - 36'X26' (DOUBLE-SPAN), 90 DEG. SKEW Buffer Zone (BZ) Impacts PROPOSED BRIDGE DIMENSIONS - 60'X33' (SINGLE-SPAN), 75 DEG. SKEW Area of Allowable Area of Allowable TOTAL PROJECT LENGTH - 390' Bridge Impact Bridge Impact PROPOSED POWER POLE GUY within BZ, within BZ2 (APPROX. LOCATION) B U F F E R ZO N E I MPACTS � LEGEND i� � � - �� m ro h PERMIT DRAWING FOR BRIDGE #670073 ORANGE COUNTY PROIECT REFERENCE NO. 178P.7.R.86 (SF-67007. 'r�T� TGS ENG//�EERS eN��ive=es 706 H/LLSBOROUGH �� SU/TE 200 RALE/GH, /VC 27603 PH (9/91773-8887 � � ' PROP��D POWE� � �`�� POLE JOINT USE I� � � SITE 46» sq ft 2765 Sq �r 14 (APPROX. LOCATIQN) �� 22'x3' EXISTING CONCRETE �� JACK G. GILBERT � 4 � BENT TO BE REMOVED S O� � COLLEEN B. GILBERT N �' '" � s � � � EXISTING OH POWER LINE � `�G� PROP. CLASS II RIP RAP TO DAVID F. HOLMES. JR. p (APPROX. LOCATION) �; � WooDS ,� � �� WooDs RESTORE NATURAL STREAM ooNNA D. No�MEs � �� z �o o�� BEGIN PROJECT � CHANNEL N83� ��_ 17BP.7.R.86 ` m � � � Ss NPo EXISTING ��- '� � � SEE DETAIL A WOODS -L- STA. �� +SO.00 POWER POLE �� W•, �' S , � � _ _ _E_ - --- �� c�a,ss s RisU€ -- � � � ; _ � , � � UE � � �� DHf = Dt�E— f3F} , �UE�DUE � — - ---- - � j////� , I : � ��'I �\�T" ,' /� \ __ _ , ;SEE DETAIL A { �/ . ,' � �r^�-r ' ✓ r V W/GEOTEXTILE � i PROPOSED OH POWER � � � `�, � LINE (APPROX. LOCATION) _� � � / � � � � � � �o , s� �� O�G(�, , �, �,�,��-v � ` ��J - ..:..... ____' � � �,"_, �d� -�'�_ ��/�/�F�!_/-}�/ _ - �"" ��E- E Q . ___ / . ____ _. - _- - .` � . - � C //� /� ��/ � 1^' O F � �R r _ --- - ' N J `- P LI - — - -_ � � _ _ � _ .: ,� �., \ VV � --� LINES �,�.�r � yDRAll�l' ,\ �,� � ' ' _ � � 24 .�v-'- � . �., _� - r r, ..N� '�W`� `----- ' �' 1 � � OU� � � � �� - - - - o ---- -- _ - � �� ,� r ��- � � �l �� , EXISTING R � � � �� ''� i � �� _— , —_ � ��--� � r � —'� , � �� — � F i �I� � � � ��l a Pa P oiH Pow �rrves�� —� _ - -ia° RCP �G � �, EXISTII�� W ti r. �-� � � , w -r� � �� i i � � — � - � u '` � _ � � �,, — lrt � ,. � , -- - \ -itir'�" � rh I i f POW LINE5 i ��- --- l. � � i i i I I I I � ) r �� p 01H � - � � VE � � PRO � - � � � � --- � � " ��C � II � - i � - � i ' � � �� J �b � �� i - - -- - '� ' - =� -_- - -T --- - - - - - - -T -�_ - - - --- � - - i - ----- ----- � I - - _ � - � � � � � - _ _ -- - \.,� _ ., � �... L . � \ -__ - �. . -- � � -_- -_ � -_ -_ -_- - - � �_ � -= L --f__ -- �� u FS +/- � SR lll5 BRADSHAW QUARRY RD ��Y I I I 1� I_.� � -,� � 1 - � - - - � ------- � __ -- — - - I f �1II�II, --- _ _ -- — � � � � � � �� -�- 0.6 MILES +/- - TO SR 1114 20' BST _� I I I,I , �� TO SR 1006 1 � I I I,f �"� j l� I,��I_ � �� - -- i ��,� �� i I I I��i ', __- TB 2GI - --- - � '` - -- - - -- ----- — - - -- -- --- - , _ � r , ;- , -- --- — - -- , ,r a- - � - --- _ - -- - - � --- -- __ �� ... \\-�� I 1 // � - \��. . .. .� ... � / — �- . � � p RCP - - - � !11' c'�R9IIE------�_____ i i,i .��c �� I._i i � --- � �� C _.. � _.. _, i �,_, ;:,.-. ,_ ,.-,, r. ,.r. ��r-�'u':d C:__ �. _ � \ � - � �, tLBOW , �i . RETAIN -- � �f - ��__- TO L�RAIN � r�. r. � > ,�„� i _ � �� i � F L \� � � � ' �� L� / �� -E � � - " __ � ,i . --� EX� � G \ - �` ` F ; - - _�� -- - �N � = ,.-., ,�.. ' � � � �� r R \ �/ � _ ,� - � � - � j �- '-fi � -" ' , � � l II — � ,1,,��', � R W -� — — — __---- � � EXISTIN F v �, � i � �' , F � � gl � � � �� i�i ��, i � �� ` � ��i�i ° _ � ---------- � � �`'� E i i i �� F i F � - ' — CLASS B RIP RAP � � % / �' / , � �� i� / :� i wr�EorExri�e �� PDE , ; � �A� - `�Dt� �� ' � " � PDE - PDE � - - _ / �� ,�� /� -----,, 'X � : � ��:, <., �, , � a END PROJECT 8�' l ' � � ��, ; , � �� isTiN� TR, �.�;��... .:..�� - � ; w000s ��K TB ��s �� . w000s � � � 17BP.7.R.86 1B—� � �"�� ,�+ �^ � ' `� � —L— STA. 15 + 40.00 � ��-` � �R ��B �` BMtt� �'� �`� A � �� SB i �s ��re �-� T�ta j5 s�� `� �'� ��_� �'; Q2=0.35 CF$ � �� -�\ -� Te �� "� �` ` Ql O- 0.44 CFS DAVID F. HOLMES ��6�� e� _ tg � � �� lO O�1�F� A II�I�� OI�JN�7AI�Y � JEAN J.HOLMES �TB t9 �S1B CLASS IIRIP RAP �*� �B� �' � TB�� (STRUCTURES ITEM PROPOSED �5 C� ��-- ( P.� re � � �B �s �rvr.� � ror oF �_ ''� � � � CLASS B IP RAP ' �� , :� �ra�rs_��e� - �� aaNK \ �"� � ✓ � � �ISSIPATO PAD � � � � �B� � �ti BZ � - \` 3 � `. 3 NOTES: � ��AMES DAyO � CDREy�S. II ��` �, � j , � � C �� -�- ��4, � r �� 1 1. CANE CREEK IS IN THE CAPE FEAR TRUSTEE OF THE MAR�iE KiRK PE�RAM ' \ n e4� '� RIVER BASIN. REVOCABLE TRUST � �� `3 ' � ``'� U� �, `� g�� 2�� '�� `'4� �,;� - BZ � � , � WoODS � � 2. JORDAN LAKE BUFFER RULES IN EFFECT I - _- � _ � �� `� � ' , 3. DO NOT INSTALL DECK DRAINS. � :_ ; s ��, �� I \� 09 � � S � ' � , � _ �� 5 _ V ` S� 3 � �a' NCDOT METHOD II. °' ' � � � � �� - � � � �� '� � �i ��'� FROM -L- STA. 13+34 TO STA. 15+44 4. CLEARING SHALL BE PERFORMED PER � �a_ \ / � r� �� \ _ �� GRAPHIC SCALE �� '� �,� O� , , . 15 7.5 0 15 30 � - � � � � � � �� '� � � `� � �� ' � �/ i i i � � � �, �� w � � � � � - - � � � � �� ' � RMIT DRAWING SHEET 2 OF 2 W� � � �� SF-670073 Permit DrawinC psh buffer impacts.den 2/5/2016 1126:57 AM TGS NC DWQ Stream Identification Form Version 411 �ate: 09/04/2014 Project/site: 670073 �atitude: 35.99861 EV8IU8tOC: James, A. Mason, J. COUIIt�/: Orallg@ �ongitude: -79.19389 Total Points: Stream Determination (circle one) Other Stream is at least intermittent 25.50 if>_ 19 orperennial if>_ 30� Intermittent e.g. Quad Name: A. Geomorpholo (Subtotal = 15.5 ) Absent Weak Moderate Strong 1a Continuity of channel bed and bank 3 0 0 1 0 2 0 3 �� 2. Sinuosity of channel along thalweg 3 0� 1 � 2 � 3 � 3. In-channel structure: ex. riffle-pool, step-pool, 2 0 � 1 ❑ 2 � 3 ❑ ripple-pool sequence 4. Particle size of stream substrate 3 0 � 1 � 2 � 3 � 5. Active/relict floodplain 1 0 � 1 � 2 Q 3 � 6. Depositional bars or benches 2 0� 1 � 2 � 3 � 7. Recent alluvial deposits 0 0� 1 0 2 I❑ 3 ❑ 8. Headcuts 1 0 � 1 0 2 � 3 � 9. Grade control 0 0� 0.5 0 1 � 1.5 ❑ 10. Natural valley 0.5 0 0 0.5 � 1 � 1.5 � 11. Second or greater order channel 0 0 No = 0 Yes = 3 � a _1:�:_:_� �:.-'--- --- --` -`--' -- -"-----`--- ' B. Hydrology (Subtotal = 5.0 ) 12. Presence of Baseflow 13. Iron oxidizing bacteria 14. Leaf litter 15. Sediment on plants or debris 16. Organic debris lines or piles 17. Soil-based evidence of high water table? 0 0 � � � 0 0 � � � 1 1.5 0 1 0 0.5 0 � 0.5 � 0.5 0 0 0.5 � 3 � No=O Yes=3 C. Biology (Subtotal = 5.UU ) 18. Fibrous roots in streambed 2 3� 2 � 1 � 0 ❑ 19. Rooted upland plants in streambed 3 3� 2 � 1 I� 0 � 20. Macrobenthos (note diversity and abundance) 0 0� 1 � 2 � 3 � 21. Aquatic Mollusks o 0� 1 � 2 � 3 � 22. Fish 0 0� 0.5 � 1 � 1.5 0 23. Crayfish 0 0� 0.5 ❑ 1 � 1.5 ❑ 24. Amphibians 0 0� 0.5 � 1 � 1.5 � 25. Algae 0 0� 0.5 � 1 � 1.5 � 26. Wetland plants in streambed 0 FACW = 0.75; OBL = 1.5 Other = 0 "perennial streams may also be identified using other methods. See p. 35 of manual. ❑ � � Notes: no water at time of evaluation Sketch: Hi�;hway North Carolina Department of Transportation � Stormw�ter M ,,,,,.,,�,,, Highway Stormwater Program �_� STORMWATER MANAGEMENT PLAN - (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 17BP.7.R.86 TIP No.: SF-670073 County(ies): Orange Page 1 of 2 General Project Information WBS Element: 17BP.7.R.86 TIP Number: SF-670073 Project Type: Bridge Replacement Date: 2/5/2016 NCDOT Contact: William G. (Galen) Cail, PE Contractor / Designer: TGS Engineers (David B. Petty, PE) Address: 1590 Mail Service Center Address: 706 Hillsborough Street Raleigh, NC 27699-1590 Suite 200 Ralei h, NC 27603 Phone: 919-707-6711 Phone: 919-773-8887 Ext.104 Email: cail@ncdot. ov Email: d ett @t sen ineers.com Cit /Town: Efland Count (ies : Oran e River Basin(s): Ca e Fear CAMA Count ? No Wetlands within Project Limits? No Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 390 ft. Surroundin Land Use: Forest; Cropland; Developed, Open Space Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.3 ac. 0.2 ac. Typical Cross Section Description: Two 11' wide paved travel lanes w/ shoulders paved to face of guardrails (varies 0' to Two 9.5' wide paved travel lanes with 0'-4' wide grassed shoulders and grassed side 5.5') and 2'-3' wide grassed shoulders and grassed side slopes ranging from 4(H):1(V) to slopes ranging from about 2(H):1(V) to 3(H):1(V). 2(H):1(V). Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 920 Year: 2015 Existin : 920 Year: 2015 General Project Narrative: Replacement of Bridge No. 670073 on SR 1115 (Bradshaw Quarry Road) over Cane Creek in Orange County south of Efland, NC. Proposed 60' long by 33' wide single-span (Description of Minimization of Water bridge to replace existing 36' long by 26' wide double-span bridge (timber deck on timber joists). The proposed grade is about 2.5 inches above existing grade in the vicinity of Quality Impacts) the bridge. Bridge No. 670073 is within the Cape Fear River Drainage Basin and shall adhere to the Jordan Lake Riparian Buffer Rules. Stormwater runoff on the existing bridge discharges directly into the water for the full length of the bridge. The proposed bridge will have no direct discharge into the water. No deck drains will be installed. Stormwater runoff from the proposed bridge is to flow to a proposed drop inlet located at the east approach. Stormwater runoff will be discharged at minimum practicable slopes, yielding minimum velocities. Discharge from the pipe outlet (Q10=0.4 cfs) will be attenuated on a riprap pad within Buffer Zone 2. It was necessary to place outlet at that location to avoid placing inlet in the sag due to likelihood of clogging and to ultimately maintain safe passage of the traveling public. All proposed stormwater runoff is discharged as far away from the stream and at lowest velocities as practicable. In the north quadrant within BZ1, an existing joint use overhead power pole will be removed and relocated with a guy in the same quadrant. There is an Unnamed Tributary to Cane Creek in the west quadrant that is buffered (shown on 1977 soils map), but no buffer impacts are anticpated due to the proposed project. Waterbod Information Surface Water Body (1): Cane Creek NCDWR Stream Index No.: 16-27-(t) NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply II (WS-II) Su iemental Classification: Hi h Quality Waters (HQW) (NSW) Other Stream Ciassification: None Impairments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: Cane Creek Buffer Rules in Effect: Jordan Lake Project Includes Brid e S anning Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? Yes Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) H,. �'` ,, i hwa North Carolina Department of Transportation / f'St� �rr�iw�t�r „�,,,.,,,,, Highway Stormwater Program STORMWATER MANAGEMENT PLAN — (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: SF-670073 County(ies): Orange Page 2 of 2 Preformed Scour Holes and Energy Dissipators ta ion oor inates rainage ipe ructure Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Projects) Water Body Type Riprap Type (ac) Structure (in) (cfs) (fps) Buffer Rules? 4 -L- 14+18 RT (1)Cane Riprap Apron / Pad Class'B' 0.1 Pipe 15 0.4 0.1 No 35.998408°,-79.193749° Creek Additional Comments e er to t e est anagement ractices o0 ox , tan ar s, t e e era ig way ministration y rau ic ngineering ircu ar o. - ir ition, y rau ic esign o nergy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. Project No: WBS No.: Fe�(. Aid No: Federal Projrd Trnckireg No. (/ntenm( Ueef 14-09-0007 HISTORIC ARCHICTECTURE AND LANDSCAPES NO SURVEY REQUIRED FORM This form only pertains to Historic Architecture and Landscapes for this project. [t is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. Str. # 670073 17BP.7.R.87 � Yes n PROJECT INFORMATION Coruaty: Docu�ieent � Fnizrli�:g: No Perniit Orange (PCE) or MCC State I I Federal NWP 3 orNWP 14 Proiect Desc��ivtio�:: Replace I3ridge No. 73 over Canc Creek on SR1115 (I3radshaw Quarry Road). Replace structure at existing location. Area of potential effects is 75 feet either side from �he centerline of the roadway/bridgc and 300 feet from eiUier end of the bridge. Projcct length is approximately 500 feet. 'I'here will be proposed right-of-way outside of the existing 60 foot ROW but it will vary. There will Ue an off-site detour. Permanent and temporary easements are required. SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW Deserivtion of r'eviefv activities, results, and eonehesions: Review of HPO quad maps, HPOweb GIS mapping, historic desig�ations roster, at�d ittdexes was conducted ou 9/8/14. Based on this review, there are no existiug NR, SL, LD, D�;, or SS properties in the Area of Potential Effects (APE). Built in 1956, Bridge No. 73 is uot eligible for the National Register of Historic Places (N1ZHP) according to the IIistoric Bridge Inventory. Orange County GIS mapping and property records revealed one property over the age of fifty years old within the project APE, a ca. 1960 brick ranch }touse. According to Google Street View imagery, this properry did iiot appear potentially eligible for tlie NRHP. The AP� lies near the community of Mebane in Orange County aud consists of wooded land and resideuces. Thus, a survey is uot required for this project. Wlty the availnble iitformation U�'ovides a reliable bnsis fo�� rensonablv v�'e��ctii:� tlint tltere nre no uitide�eti�ed siQniitea�tt historic arehiteebn�al or landseaue resoin•ces in the proiect area: HPO quad maps, HPOweb GIS mappiug, Google Street View, Google maps and Orange Coimry property records are covsidered valid tools for tlie purposes of detennining the likelihood of l�istoric resources Ueiug preseuL A survey is not required for this project. Histw'ic.trcAi(ecl�me miALmiAscnpes NO SURVEY REQOIRED forni for 61lrrar Trmisparmtion Pro/ecls ns QunG;/ieAin IAe 2007 Progr'nninmtic Agr eernevl. Page 1 of 3 SUPPORT DOCUMENTATION �Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Desigu Plans FINDING BY NCDOT ARCHITECTURAL HISTORIAN Historic Architecture and Landscapes -- NO SURVEY REQUIRED �wu.ei� 9 /aa./i Architectural Historian Date 7lls[oric Ardiilecnve m�d LariAscnpes NO SUHVP;➢RFQU/RfiD formJw' M1finm' Trnnspormlion I'rnlec/s as QimliJied in �pe 1007 Progrnninmlic Agreement. Page 2 of 3 �•rt � J k.�. . � :'i� , t k �'M� : ', . � r. I �+� �} .1 � %'n�.�B� .uL"�'�`,°� � ... ' i��a?i'� 3 ._. � 7lsloric ArcAiteclu�e <nid Lmidsmper NO SURVSY R£QUIRFD fonn for.iPno� Trmispormtion ProJecn ns QrmliJied in flie 2007Yrogrnnininlic.igreerneul. Page 3 of 3 �' �r ;� _, r , ; ��< � � ,; � , • • � �,�\ � ': � l _ � f� � 1 ,� ��, � „' � _ � (�� i S�� f�� a �'S, i �. � \ : -`o �\ �/ � a I 10 .-(1 N A.� �5� r . � r`.�� i1�� i "� � "�' i^ � r` � �•]� � o �\lfl /D ., . . � . _ . � 3 ao � r , , i /^+ ( ) i jn ; �s v '» � (\�1� i � a � I / �/ � \t` T � �. . 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"o S' � o g� o 0 �Q V O fn 3 N tn �' N^ yM' mb O Km � �> �m � � �' � �. � � Dm @ n" 6� o � � <'' o 2 8 �- N �'� 3, � G Project Tracking No.: 14-09-0007 NO NATIONAL REGISTER OF HISTORIC PLACES �` i�: � ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES �,��-� �� {```xz�k=�� ti§ PRESENT OR AFFECTED FORM t-� � aj '� �"�` �� This farm onl ertains to ARCHAEOLOGICAL RESOURCES for this ro ect. It is not �� ;�+ -�� a� Y P P J � �°��'�'�'�� valid far Historic Architecture and Landscapes. You must consult separately with the l� �:�� Historic Architecture and Landscapes Group. PROJECT INFORMATION Project No. WBS No: F.A. No: Str.# 670073 17BP.7.R.87 n/a Federal Pe�nzit Required? County: Orange Document: Minimum Criteria Sheet Funding: � State ❑ Federal � Yes ❑ No Permit Type: NWP #3 or 4 Project Description: The project calls fo� the Neplacement of Bridge No. 73 on SR 111 S(Bradshaw Quarry Road) over Cane Creek in Orange County. The archaeological Area of Potential Effects (APE) for the project is defined as a 600-foot (182.88 rv�) long corridor running 300.feet (91.44 m) southeast and 300 feet northwest along Bradshaw Quarry Road from eithe� end of Bridge No. 73. The corridor is approximately 150, feet (45.72 m) wide extending 75.feet (22.86 m) on either side of the road from its present center. SUMMARY OF ARCHAEOLOGICAL FINDINGS The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed the subject project and determined: � There are no National Register listed ARCHAEOLOGICAL SITES within the project's area of potential effects. ❑ No subsurface archaeological investigations are required for this project. � Subsurface investigations did not reveal the presence of any archaeological resources. � Subsurface investigations did not reveal the presence of any archaeological resources considered eligible for the National Register. ❑ All identified archaeological sites located within the APE have been considered and all compliance for archaeological resources with Section 106 of the National Historic Preservation Act and GS 121-12(a) has been completed for this project. � There are no National Register Eligible or Listed ARCHAEOLOGICAL SITES present or affected by this project. (Attach any notes or documents as needec� "NO NATIONAL RF.GlSTF.R EI IGlBLF. OR LlSTF.D ARCHAEOLOGlCAL SlTES PRF'SENT OR AFFECTED forni for Mlnor Transportation Projects as Qua[ified ln the 2007 Pr�ogramrriatic Agreement. 1 of 8 Project Traclzing No.: 14-09-0007 Brief description of review activities, results of review, and conclusions: Bridge No. 73 is located northwest of Chapel Hill, southwest of Hillsborough, and southeast of Mebane in the southwest portion of Orange County, North Carolina. The project area is plotted at the northern edge of the White Cross USGS 7.5' topographic quadrangle (Figure 1). A map review and site file search was conducted at the Office of State Archaeology (OSA) on September 5, 2014. No previously recorded archaeological sites have been identified within or adjacent to the APE, but one site (31 OR197) was recorded within a mile of bridge. According to the North Carolina State Historic Preservation Office online data base (HPOWEB 2014), there are no known historic architectural resources within the APE that may yield intact archaeological deposits. Topographic maps, USDA soil survey maps, aerial photographs (NC One Map), historic maps (North Carolina maps website), and Google Street View application were examined for information on environmental and cultural variables that may have contributed to prehistoric or historic settlement within the project limits and to assess the level of ground disturbance. An archaeological reconnaissance and field survey was carried out on October 21, 2014, to further assist in evaluating the project area. Bridge No. 73 and Bradshaw Quarry Road cross Cane Creek from the northwest to the southeast. Cane Creek drains to the south into the Haw River. These waterways are part of the Cape Fear drainage basin. The APE resides along a narrow floodplain with gentle side slopes and terraces at either the end (Figure 2). A minor seasonal drainage is also present to the southwest. The area is primarily forested with partially cleared residential properties to the east and secondary growth to the northeast (Figures 3-5). Ground disturbance is minimal with cut slope along the roadside and soil erosion on the slopes and terraces. According to the USDA soil survey map, the APE encompasses three soil types (see Figure 2). The floodplain is made up of Congaree fine sandy loam (Cp). This series is nearly level and well drained. The side slopes are composed of Tatum silt loam (TaD), which is also well drained but with 8 to 15 percent slope. Lastly, the terraces consist of Georgeville silt loam (GeC). This series is well drained too with a slope of 6 to 10 percent. All three series have the potential of yielding significant and intact archaeological sites if soil erosion and impacts from the road cut are minimal. A review of the site files shows few archaeological investigations in the vicinity with only one site (31 OR197) recorded. This site was identified by the University of North Carolina at Chapel Hill in 1978 during an archaeological survey for the Cane Creek Reservoir. The site yielded prehistoric lithic material, which could not be dated to any particular period. It is situated on a ridge composed of the Georgeville silt loam, and its eligibiliry for the National Register is unassessed. It is possible additional investigations in the region will yield other prehistoric sites in a similar setting. Lastly, a historic map review was conducted. Identifying the bridge location on 19th century maps of Orange County proved difficult. It seems likely that the former Oaks Road ran through the area and crossed Canes Creek near the current bridge. The road and the crossing appear on Tate and Moore's Map of Orange County (circa 1940) that depicts the regions during 1891 (Figure 6). Due to the map's style, it is not clear if the road was north or south of the current Bradshaw Quarry Road. The project area is much easier to identify on early 20th century maps. The circa 1910 U.S. Post Office maps clearly shows a modern lay-out of Bradshaw Quarry road with a crossing over Canes Creek at or very near the current site (Figure 7). The nearest structure is to the northwest well outside of the APE. Subsequent maps provide no additional information. It is not expected archaeological deposits associated with former structures will be encountered within the APE, but it could not be ruled out. The archaeological field investigations at Bridge No. 73 consist of 12 shovel test placements (STPs) within the APE (see Figure 2). When possible three STPs each were placed in the four quadrants at 30-m "NO NATIONAL REGlSTER BlIGlBLF, OR LlSTED ARCHAEOLOGlCAL S/TES PRF.SENT OR AFFF.CTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 2 of 8 Project Traclzing No.: 14-09-0007 intervals. However, STPs in the northeast quadrant were placed at various judgmental distances due to disturbances from drainage ditches and push piles. Surface visibility was poor except at the southeastern end of the APE. A surface inspection was carried out in this area, but no artifacts were present. Soils west of Cane Creek typically consist of three stratigraphic layers. The top layer is a 10 cm (ca. 4 in) thick darlc brown (7.SYR 3/2) loam. It is followed by a strong brown (7.SYR 4/6) silt loam that extends approximately 20 to 40 cm (ca. 8 to 16 in) below the surface. Subsoil is a reddish brown (7.SYR 6/8) clay loam. Only one soil layer is identified in the floodplain east of the creek. This is a dark yellowish brown (lOYR 4/4) sandy loam that extends at least 35 cm (ca. 14 in) below the surface. Excavations were halted in these shovel tests due to a rock layer below the first strata. STPs along the eastern terrace also yield one soil layer followed by large rocks. This soil is a yellowish brown (lOYR 5/4) silt loam with a very heavy gravel concentration approximately 15 to 20 cm (ca. 6 to 8 in) thicic. No cultural material was identified in any of the STPs. The archaeological investigations for the proposed replacement of Bridge No. 73 in Orange County suggest no significant archaeological sites are within the project limits. The subsurface investigations and a surface inspection failed to identify cultural material. The historic map review suggested that no significant historic feature would be present, which was confirmed by the �eld investigation. As long as impacts to the subsurface occur within the defined APE, no further archaeological worlc is required for Bridge No. 73 in Orange County. Should the design or permit requirements change, further archaeological consultation might be necessary. SUPPORT DOCUMENTATION See attached: � Map(s) ❑ Previous Survey Info � Photos Other: images of historic maps consulted Signed: � C. Damon Jones NCDOT ARCHAEOLOGIST ❑Correspondence 10/23/14 Date "NO NATIONAL RF,GlSTF,R F,LIGlBLF, OR LISTF,D ARCHAEOLOGlCAL SlTES PRF.SENT OR AFFF.CTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 3 of 8 Project Traclzang No.: 14-09-0007 Figure 1. Topographic Setting of Project Area, White Cross (1968; photorevised 1981), NC, USGS 7.5' Topographic Quadrangle. "NO NATIONAL RF,GlSTF,R F,LIGlBLF, OR LISTF,D ARCHAEOLOGlCAL SlTES PRF.SENT OR AFFF.CTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 4 of 8 Project Tracking No.: 14-09-0007 ,"'�s,` -�►, , i �,\. �.�,� .•E R � � � � �,��•� �� a �S •�-�- - '� ; �. , ' , ;+�' �;'�F-.h ;, � \ s��,, ��. � � .:� • � �#,.,,?1&�;��''�, '',� �.� o ,. � � � �.q, ��R _ '� ' ,; . �,. '`�; ' -�° ��S � ..�` �, � r� .'.��:�1�t' :,� �� J� -� �� ' ��i �� :-`� . ��y;. ,rl�" "y vn. • � ♦ , \� �,� '':'� ' 4 5, • �• `�+.�,.4., '� r�� ,`+ ..\��. �`��.��'�� '~� �.�� y�yr��` .��,, � � � �. � � ' . ,`� - �}� ,.:� �� t't,•i4+,.a •i. �a.w � , _ �' ... ._. 4 �� . r� �� .1'1� �` � , .. R�. .� �.�,, • :�-. • .,' ` F� ' �� . �� s+►`, , tye.b� � j'�'r , � -Y tT � '7w a � ��S)� .��j � r co � -. .;,�y . .� � . 1� � . �, � � y � ��l�� f �� y� �y �4 �, \ , � � �� x �.'��y �� : � � d y�, *' � . � � , 2 � dr �. J , w. 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'�,�� - �' ` ' '. �"� - . .� �` �'. . � 1�� \ \. � r`�' �'��y'� .� � 4 ,' `'�.,. ;, ��y ��a � �,� '� �� '� \� • a . ,, R �� "��\ �,� . � �� ` `� � . ��` ,�`°y ��c � � - � � �R -� " � ``, � - '� .�' `� � � ��j� /p \� �� }�' ,�1'� �.''�' M�l::u�R. ,*� � .YSA�.�. . `\��4 ,� ��l1�' . f•t '�:rtl � � 1, �� <- �" y - �.7li� \ � � �jy� r �� . ? \ , . 1' , �� "' '�,"``y t ' � � �-,�`� , � � * � � ,.,� y �'� y �i '. � �. � `. �� \ c ` '�� \.1 '�� ' , � � r � � ' . � ?' � 1. ` � � �V � ''�� . bda� ��' `� �„ , � ,�. w � STPs � �� j� ',�: .�� (o �� ' � �� - '�. .x�. � SOI�S �\ .a �� ,�`w \�`%' �i.` 'e' � Rq�� k� �. , �► � � Contour at 4 feet � � ��` 1� �� ""- �*�� . •_ �,�: >�,� � .\ , t� .�+ E,�`` � �' h7 � 0 300 N � �-*''� ; 't"ia,�`s�' � � — �.,� '�''�-`,�'ti+ ,�Y r_t�� r'�, r,� T r�`' � Feet ' ., ��`, "-� 0 10p W E -, r� Orange County Metars 5 Figure 2. Aerial photograph of the APE showing development, landforms, soils, and STP locations within and near the project area. "NO NATIONAL RF,GlSTF,R F,LIGlBLF, OR LISTF,D ARCHAEOLOGlCAL SlTES PRF.SENT OR AFFF.CTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 5 of 8 Pr•oject Tr•aclzang No.: 14-09-0007 Figure 3. General View of the Project Area to the west of the bridge showing forest on either side of the road (looking southeast). Fib�tu�c 4. Gcncral Vicw of thc Rcsidcntial Property in the southcastern quadrant showinb the terrace above the floodplain (looking northwest). "NO NATIONAL RF,GlSTF,R F,LIGlBLF, OR LISTF,D ARCHAEOLOGlCAL SlTES PRF.SENT OR AFFF.CTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 6 of 8 Pr•oject Tr•aclzing No.: 14-09-0007 Figure 5. General View of Secondary Growth alongside the northeastern quadrant (looking northwest). Figure 6. George Tate and Theophilus Moore's Map of Orange County of 1891 (published in circa 1940) showing the approximate location of the project area. "NO NATIONAL RF.GlSTF.R EI IGlBLF. OR LlSTF.D ARCHAEOLOGlCAL SlTES PRF'SENT OR AFFECTED forni for Mlnor Transportation Projects as Qua[ified ln the 2007 Pr�ogramrriatic Agreement. 7 of 8 � . 7 ,',. �� . 1 , � 9 Pr•oject Tracking No.: 14-09-0007 � Prc�'ect Ar�� J � �--�.. / s' � --y� _ � \ 1 � � � � � Figure 7. The circa 1910 U.S. Post Office Map of Orange Counry showing the location of the project area. "NO NATIONAL RF.GlSTF.R EI IGlBLF. OR LlSTF.D ARCHAEOLOGlCAL SlTES PRF'SENT OR AFFECTED forni for Mlnor Transportation Projects as Qua[ified ln the 2007 Pr�ogramrriatic Agreement. 8 of 8