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Home My WebLink About20160618 Ver 1_Application_20160623Carpenter,Kristi From: Thomson, Nicole J Sent: Thursday, June 23, 2016 2:34 PM To: David.E.Bailey2@usace.army.mil; Wrenn, Brian L Cc: Parker, Jerry A; Carpenter,Kristi Subject: Bridge No. 272 over Climax Creek on SR 3368 (Watchtower Rd), Guilford Co.; WBS # 17BP.7.R.86 Attachments: Cover letter, Att L, Att G, maps.pdf; SF-400272_HYD_SMP_20160223.pdf; SF-400272 _Permit Drawings_Stream Impacts_20160223.pdf; SF-400272 Wetland Impact Summary Sheet_20160223.pdf; SF-400272_Permit Drawings_Buffer Impacts_ 20160223.pdf; SF-400272 Buffer Impact Summary Sheet_20160223.pdf Follow Up Flag: Flag Status: Follow up Completed Attached please find a low impact design bridge application and supplemental information for the above mentioned bridge replacement. Due to file size, I'm going to have to break this up into a few emails. Let me know if there are any questions or concerns. Thanks! Nikki Nicole J. Thomson Division Environmental Supervisor Assistant Division Environmental Office 919-754-7806 Mobile s'v�ri ii:tiYi�i:)i iL�I1CGt��.�tJ�.� PO Box 14996 Greensboro, NC 27415-4996 ; � � �► � ,r _ Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. ,_ nail correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third partie:. �: =:s> Transportatton June 23, 2016 US Army Corps of Engineers Raleigh Regulatory Field Office Attn: Ivv. David Bailey 333 ] Heritage Trade Dr., Ste. 105 Wake Forest, NC 27587 Attention: Mr. Dave Bailey and Mr. Brian Wrenn PAT McCRORY Govemor NICHOLAS J. TENNYSON Secretary NC Division of Water Resources Winston-Salem Regional Office Attn: Mr. Brian Wrenn 450 W. Hanes Mill Rd., Ste. 103 Winston-Salem, NC 27105 Subject: Notification for the replacement of Bridge #272 over Climax Creek on SR 3368 (Watchtower Road) in Guilford County. WBS # 17BP.7.R.86 Dear Ivfi�. Bailey and Mr. Wrenn, The Idorth Carolina Department of Transportation is scheduled to replace Bridge #272 with a new bridge at the same location. I have included the Attaclunents 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 i•equired, please contact Jerry Parker at (336) 256-2063. Your early review and consideration will be appreciated. Sincerely, ��C�C� .M. Mills, P.E. Division Engineer, Division 7 Enclosures ca Tim Powers, NCDOT Banry Harrington, Roadside Environmental Field Operations Engineer, NCDOT Jeremy Warren, NCDOT Bobby Norris, District 2 Engineer, I�ICDOT File Copy �Nothing Compares^�_. State ofNoeh Cuolu�a � Departumni oFTransportation � Division of Highways, Division 7 ORce 1584 Yanceyville SReeS Greensborq NC 27405� P. O. Box 14996, Greensboro, NC 27415-499G 33b-437-0000 fY. Ya Transportation PAT McCRORY Govemor NICHOLAS J. 7'ENNYSON Secretary Attachment L: Low Impact Bridge Replacement Process Low Impact Bridge Project No.: B-N/A County Guilford Bridge No.272 over Climax Creek WBS Element Number 17BP.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: June 23. 2016 Applicant Name: NCDOT Applicant Address: 1584 Yanceyville Sh�eet cGreensboro. NC 27415 Primaiy Contact for Project Jerry A. Parker Phone No.: 336-256-2063 Is this an after-the-fact application: Yes X No River Basin: Cape Fear/Jordan Lake Watershed 030( 300021 Stream Classification: WS-N: NSW; 16-19-2 Regulatory Authorization Options for this Activity Federal: USACE Nationwide General Permit 3—Maintenance State: General Water Qualiry Certification #3687 and/or Buffer Authorization Local: None Project Description - The project consists of replacing Bridge #272 over Climax Creek on SR 3368 (Watchtower Road) and improving roadway approaches. The existing double-span, 3Y L X 22' W, timber deck on timber joists, timber caps and concrete encased timber posts and piles is structurally deficient and will be replaced with a new 65' L X 30' W, single span, cored slab bridge at the same location, An off-site detour will be utilized during construction. There are wetlands located near the project area, however, they will not be disturbed. This project proposes only 23 linear feet of temporary sU�eam impacts associated with bent removal (existing bent in Yl�e stream channel). Please note that there is an intermittent UT to Climax Creek tl�at enters the �Nothing Compares�.�_ StateofNorthCarolina � DepartmentofTransportalion � DivisionofHighwnys,Division70flice 1584 Yanceyville Srteet, Greensboro, NC 27405� P. O. Box 14996, Greensbora, NC 27415-0996 336-087-0000 7Yansportation PAT McCRORY Covemor NICHOLAS J. TENNYSON Secretary project site from the southeast and is cunently piped under SR 3368 via a 24" RCP. I�ICDOT proposes to replace this pipe and install a new, 36" RCP to satisfy current design criteria and decrease outlet velocities. It will be buried 7" (required 20%) aud will not exceed the footprint of the existing pipe. There are no deck drains proposed on this bridge. The project drainage system consists of an inlet pipe system on the southeast side. Discharges from these pipe outlets will be attenuated on riprap pads located outside the riparian buffer areas and will be diffused by existing topographic conditions before flowing to the riparian buffer. There are no utility relocations proposed with this bridge replacement. Proposed Riparian Buffer impacts include 3,065 square feet in Zone 1 and 947 square feet in Zone 2 to accommodate the bridge. On May 17, 2016, NCDOT NES unit surveyed for the Small whorled pogonia wiUiin the project boundaries. There were no specimens nor habitat found; further, there are no occurreuces of this species with 1.0 mile per NCNIIP. Therefore, the Biological Conclusion for Small whorled pogonia is No Effect. 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 (USFWS) recently released the Programmatic Conference Opinion (PCO) for the recevtly listed Northern Long Eared Bat (NLEB). Tlzis opinion, states in part, tl�at "... it is the Servrce's co�afere�ace opinio�a that NCDOT activities in easte»� North Caroli»a (Davisions 1-8), as proposed, are not Idkely to jeopardize the continued existence of the NLEB. " Signatm� . Print N me: ,Ll% �� /� �� i� Title: `1��%l5/�� h/G/�/�� Nothing Compares`�.� State ofNorth Carolina � Deparhnent ofTransportation � Division ofHigh�vays, Division 7 Offce 1584 Yanceyville Street, Greensboro, NC 27405� P. O. Hox 14996, Greensborq NC 27475-4996 33G-487-0000 Low/Minimal Impact Bridge Project �ata Sheet l7P NO 400z72 W BS i]BPJ.R.B6 Counl Guilford Brid e Num6er 2�2 �esc�iplion Replace bntlge no. D2 over Climas Creek on SR 3368 B351f1 Cape Peaf Classification WS-N;NSw SIN 1s-t9-z Siream ClimaxCreek: Perennial SA: Type Intermi�tenl Siie ClimaxCreek:10-15fl.wide SA: 2-3 N. wide Timber deck on IimDer laists, timber wps ard coricrele ericased limber TypE posis aM piles at entl antl intenor EXisling SfmCtUre bems, double span Size 35 fl. x 22 it. Suff. Ratin Z�� Proposed Struc[ure Type Z4' Co�ed Slab Bntlge, Singinspan , SIZe (wimM1�wuo oup 65 R. x 30 ft. Siream USACE lm ac15 IN Y Non 4041m acts Y/N N USACE Im acts YM N Wetlands Non 4041m acts Y/N N CAMA Im acts YM N V (Jordan Lake WaRr Supply NC OWo Buffers Impacts (YM) watershetl BufferA IicationRe uired>40fl YM Y NC DWO StormWater Permit Permit Re uired Y/N N H2bilat (VM) Bald Eagle�-No Whorled o onia--Yes T&E Species Present Bald Eagle--No Whotletl o onia--No Bi0 Conclusion No ENec� for 6ald Eag�e antl Whoded o onia Moratorium T e NiA Dates WA Native/Hatcher N Trout Waters Trout S ecies Present N Trout Conditions Y/N N WRC ReVIEwe� ' TraNs Wilson - - CAMA AECs N � � � Essential Fish Habitat YM N Nav. Opening N�A USCG Permit N Historic Pro erties N Archaeolo ical Resources N Tribal Lands N 4f Resources N 6 f LWC Resources N Wild and Scenic River N Forest Service Lands N NA Area N FEMA Bu out N FEMA Flood Stud v(MOA) USTs Haz Mats N Relocatees N LoCallon �AT 35.94589033 LONG -�9.6589o9at SA is an intermi(ienl channel, Ihough it is nol pictured on Ihe topo o� cowry soil map; iherefore, SA is NOT subject ro the Jordan Lake Water Supply npanan buffers. WA is an herbaceous only we�land in ihe soNhwest quatlrant of �he bridge. Per NHP �ecords, Ihere are no T&E element accurences wilhin 1.0 mile of ihe bridge. There is no bald eagle fotaging habi�a� wiihin 1.13 miles of �he bndge (1.0 mile Pfoject Com�IleMs D�us 660 flJ; Iheretare, a survey Fo� baltl eagle within a 660 fl. ratlius of �he projeci was no� complefed. There is habi�a[ for whoded pogonia east of Ihe britlge on hardwood slopes; however a survey was wnduded on May 1�, 2016 with no intlividuals identified. There are no occurences of ihe species withing 1.0 mile per NCNHP. Biological conclusion is No EHect for small-whoAed pogonia. iNote: Blue lext atlde00yTGS Engineers, Blech letl rovl 40 NCOOT, � ___ _' COIII IESCfJ Gv:"Oavla B. Pe�y, PE 5/3V2016 �- — .____ _' 1___ _ ____ Leatl Enginee� _ �_ _ — : . ;_ .—. _-_—_ -__ _... EnvlmnmentalOtfice� / 5/31l2016 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-400272 County(ies): Guilford Page 1 of 2 General Project Information WBS Element: 17BP.7.R.86 TIP Number: SF-400272 Project Type: Bridge Replacement Date: 2/23/2016 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: Julian Count (ies : Guilford River Basin(s): Ca e Fear CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet): 490 ft. Surroundin Land Use: Forest, cropland, rural residential Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.3 ac. 0.2 ac. Typical Cross Section Description: Two 10' wide paved travel lanes w/ shoulders paved to face of guardrails (varies 0' to 5') Two 10' wide paved travel lanes with 2' to 4' wide grassed shoulders and grassed side and 3' wide grassed shoulders behind guardrail. Outside of guardrails are 3' wide slopes ranging from about 5(H):1(V) to 2(H):1(V). grassed shoulders and 4(H):1(V) to 2(H):1(V) grassed side slopes. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 700 Year: 2015 Existin : 700 Year: 2015 General Project Narrative: Replacement of Bridge No. 400272 on SR 3368 (Watchtower Road) over Climax Creek in Guiltord County north of Julian, NC. Proposed 65' long by 30' wide single-span bridge (Description of Minimization of Water to replace existing 35' long by 22' wide double-span bridge. The proposed grade is about 0.25' above existing ground in the vicinity of the bridge and roughly matching existing Quality Impacts) by about 200' left of stream and about 200' right of stream (looking downstream). Bridge No. 400272 is within the Cape Fear River Drainage Basin and shall adhere to the Jordan Lake Riparian Buffer Rules. The proposed bridge will have no direct discharge into the water or buffers. Stormwater runoff on the existing bridge discharges directly into the water for the full length of the bridge. No deck drains will be installed. Stormwater runoff from the proposed bridge is to flow to one (1) proposed drop inlet at the east approach. Stormwater runoff will be discharged at minimum practicable slopes, yeilding minimum velocities. Discharge will be diffused with a riprap pad at the pipe outlet (Q10=0.3 cfs, V10=0.7 ft/s), which the existing drainage does not benefit from. An existing 24" RCP cross pipe at -L- Station 14+83 will be relaced with a 36" RCP to satisfy current design criteria and decrease outlet velocities. It will be buried 7" to satisfy BMP guidelines and will not exceed footprint of existing pipe so as to avoid stream impacts due to fill to Intermittent UT to Climax Creek (not buffered). All proposed stormwater runoff is discharged as far away from the stream and at lowest velocities as practicable. No impacts to wetlands in SW quadrant. Waterbod Information Surface Water Body (1): Climax Creek NCDWR Stream Index No.: 16-19-2 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Sup iemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Ciassification: None Impairments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: Climax 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? No 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' ilwd North Carolina Department of Transportation �� StOYmwater Highway Stormwater Program � �• STORMWATER MANAGEMENT P�AN (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: SF-400272 County(ies): Guilford Pa e 2 of 2 Preformed Scour Holes and Energy Dissipators Station & Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects) Water Bod Type Ri ra T e (ac) Structure (in) (cfs) (f s) Buffer Rules? 1 2 -L- 14+13 RT (1)South Little Riprap Apron / Pad Class 'B' < 0.1 Pipe 15 0.3 0.7 N/A 35.94580°, -079.65858` Alamance Additional Comments ' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � �o 0 V ., � V � � O V See Sheet 9-A For Index of Sheets -L- STA. 10 + 90.00 BEGIN PROJECT 176P.7.R.86 ro SR 338� (MOIyN� RD) ��1�� ll' �� Jl�� Y �� 1L�� V'V' � Il � G UILFORD CO U1�lTY LOCATI011I: BRIDGE 1110. 400272 OVER CLIMAX CREEK 0111 SR 3368 (WATCHTOWER RD) TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING, A111D STRUCTURE BEGIN BRIDGE -L- STA. 12 + 86.34 �'--� i � � i � _ _ � \ � WETLANDS / / � � � \� �� I �\ � w � e= �_ 1 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. DESIGN EXCEPTION REQUIRED FOR VERTICAL CURVATURE AND VERTICAL SSD. �� o ; o � , �ti � c.��``�` �'�'�F�,, � �� / ��F G��/ �S � � C',P'1'T /�S � �s FF.FGT /\'`' ��s��° � \ �s�—�S�/ � ��s� )S/` END BRIDGE -L- STA. 13 + 53.66 STREAM IMPACTS r 0 N � 0 Q z �'�TF \c��,y'pMi�. _ � �s � �R F��r T (O D JULIqN93 \ /Sq � RD� -L- STA. 15 80.00 END PROJEC�s� 17BP.7.R.86 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED tVCDOT CONTACT: V I R G I1V I A M A B R Y HYDRAULICS 0r, owr,y c GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ENGINEER �e,� ,,�� PLANS PREPARED BY: PLANS PREPARED FOR: ADT 2015 = 700 �� TGS ENGINEER$ NCDOT � 20 10 O 20 40 804—C N. LAFAYETTE ST PRIORIN PROJECTS UNIT � � T= E> %* LENGTH ROADWAY PROJECT 17BP.7.R.86 #400272 =0.080 MILES � SHELBY,NC 28150 7pz0 Birch Rid e Dr. � � LENGTH $TRUCTURE PROJECT 17BPJ.R.86 #400272 =0.013 MILES r� PH (704) 476-0003 Raleigh, NC �17610 "��. ,�� PLANS V= 55 MPH r cORP. LICENSE NO.: C-0275 P�. "P oF bQ°@ * TTST -3% +DUAL =3% TOTAL LENGTH PROJECT 17BPJ.R.86 #400272 =0.093 MILES srcharuns: T�"" 2o to 0 2o ao � � LEONARD G. FLETCHER PE ROADWAY DESIGN RIGHT OF WAY DATE: � PROJECT ENGIhEER ENGINEER PROFILE (HORIZONTAL) FUNC CLASS = RURAL - APRIL 21,2015 LOCAL R.E. BURNS & soNs co P. O. BOX T 168 4 Z O 4 $ S7ATESV�LLE. NC 28687 RIOJECT DESlGN ENG/NEER LETTING DATE: PH fT04)92<-86C6 PROFILE (VERTICAL) SUB REGIONAL TIER PE APRIL 21, 2015 2012 STANDARD SPEC7FICATIONS S7GNAT[IRE: 6F-400272 Permit Drawiii� tsh stream.den 2/23/2016 1:0926 PM TGS CLIMAX CREEK IMPACTS Length Type Description Permanent 0 ft None No permanent impacts. UT TO CLIMAX CREEK IMPACTS Length Type Description Permanent 0 ft None No permanent impacts. Temporary 0 ft None No temporary impacts. -L- STA. 10 + 90.00 - r -_ WOODS �� '2� �..�,� , - -- _ - _ EXISTING R/W EXISTING BRIDGE DIMENSIONS 35'X22' (DOUBLE-SPAN), 90 DEG. SKEW PROPOSED BRIDGE DIMENSIONS 65'X30' (SINGLE-SPAN), 105 DEG. SKEW TOTAL PROJECT LENGTH - 490' STREAM IMPACTS �. ��,, ��,� �, _ �� 0�2 � JANE Go & LAWRENCE Ko LACKEY �� W O O D S (S RUCTURES�ITEM) � PDE PDE — PDE w � - - � .� � �- � , � - __ - , � - - - � � � i �; � i r�1�. � � � �� ` ��1 �� r � � � _ � ,� _ ,�--- � �0.9 MILES fi- -, - ig� esr i 2 4" R C P —L— � - - HW -- -- __ � �—__—_'—_— � —_____ ___—___ INSTALL HW — _ _ _ . ` > � ___ ON EXISTING PIPE � — — � _ � �r ExisTiNc RiW - �� n� o � J t_: _ � � PDE — c� � — _ � PASTURE Te� WOODS � � � �� — — \ ozs / �� /� JOHN Fo & SANDRA La GREESON \ � \ � � �� w�B—�_� NOTES: \ 1. CLIMAX CREEK IS IN THE � CAPE FEAR RIVER BASIN AND SUBJECT i TO JORDAN LAKE BUFFER RULES. I 2. DO NOT INSTALL DECK DRAINS. 3. CLEARING SHALL BE PERFORMED PER NCDOT METHOD II. 4. NO IMPACTS TO INTERMITfENT UT WETLANDS SHALL TO CLIMAX CREEK (SA) OR BE DISTURBED WETLANDS DUE TO PROJECT. GRAPHIC SCALE 20 10 0 20 40 `1_�1_I_�_� � SF-4U0272_Pcrmit Drawing�sh_stream.dgn 2/23/2016 I:01:33 PM TGS e � �� WOODS i,�w�' � � � �o �� ,� � � ��'��''�i ,� � 9� �� y,-n,% � ��- `� ' �'p��G� / i. CLA55 II RIP RAP �PD (STRUCTURES ITEM) �\ �� G� — — (°�' -- WOODS--- �� s o �� , a � �� '- `"lJ-� L.` ,� r---� - - - ��,-�� Y� � �_'-----� ��—�� PERMIT DRAWING FOR BRIDGE #400272 GUILFORD COUNTY , — —� �� '/, ,__ ______I2 C�li� RE C Lq,�� B RI P Rf�,P � DISS�f ATOR PAf�E Q2 - O.2 PCFS V2 = 0.7 FTiS Q10=0.3 CFS V10 = 0.7 FTiS CONCRETE ABUTMENT PASTURE WOODS � PROPOSED PIPE LENGTH NOT TO EXGEED FOOTPRINT OF EXISTING PIPE LENGTH - `-----EXISTING RiW � - � -_�_ �� -� - _ --- �'- � �� 4�I �P —_ '--`\�� , NC GRID NAD 83 NA 2011 END PROJECT 17BP.7.R.86 -L- STA. 15 + 80.00 - �i'I�i�ES f�_- — Hw --- -- — — R 309 -- �� -----EaQa� _------ -- _ j - - -i- � — - — - � Ex�s riNc R w _� "�� —��-, \� � — �.� �� re �t� ,�,� _ c�'�q��\\re� �,v, C WOODS �'-�� „ ` � BURY INVERT 7" � /� �-� � - BELOW STREAM �� VT Te Td �� S ✓� �J� \ re TB \ \ rB � JOHN Fo & SANDRA Lo GREESON PERMIT DRAWING SHEET 1 OF 3 CLIMAX CREEK IMPACTS Length Type Description Permanent 0 ft None No permanent impacts. UT TO CLIMAX CREEK IMPACTS Length Type Description Permanent 0 ft None No permanent impacts. Temporary 0 ft None No temporary impacts. EXISTING BRIDGE DIMENSIONS 35'X22' (DOUBLE-SPAN), 90 DEG. SKEW PROPOSED BRIDGE DIMENSIONS 65'X30' (SINGLE-SPAN), 105 DEG. SKEW TOTAL PROJECT LENGTH - 490' STREAM IMPACTS � ,� �� 022 �� JANE Go & LAWRENCE Ko LACKEY �, �' WOODS 3 LF TEMPORARY IMPACT BEGIN PROJECT �� `� ��, `" '�" �' 17BP.7.R.86 c� �� -L- STA. 10 + 90.00 W 0 0 D S (S RUCTURES�ITEM) �� WOODS PDE - -- o —�—�_ . EXISTING R/W - a � �, � _ — _..._ - `.� - - . � .' -- �`J—C��T—�'�rJ—C�_��'`�� '� � � ��J-'I I 1_ _ �� / r --------��-------- ��1 � �99 - - - — ,�-------------- 0.9 MILES f/- - ro sR 33ai � -L- SR 3368 �WATCHTOWER RDl -- - -- —_ _ ig� esr 2 4" R C P _..___. ---_ .- � __ - � _ _�� — .— — _ _ - � —�—__—__—__ HW.,� . . -- _I �------ - — — - INSTALL HW --_ `�, �� — ON EXISTWG PIPE_ _ 66� �. --�� __----- - i . EXISTING R/W ��j � �� ,. _- - '� � � I� � PDE — � — — � PASTURE _�„ WOODS �� , <� < � � — — � \ ozs . � �v � � \ � �� /� JOHN Fo & SANDRA La GREESON � � � � � � � �� W�B� � _ � �� , NOTES: ! 1. CLIMAX CREEK IS IN THE �� CAPE FEAR RIVER BASIN AND SUBJECT �o TO JORDAN LAKE BUFFER RULES. I ,� / 2. DO NOT INSTALL DECK DRAINS. `� �� 3. CLEARING SHALL BE PERFORMED PER �'"'� NCDOT METHOD II. �� 4. NO IMPACTS TO INTERMITfENT UT WETLANDS SHALL NOT TO CLIMAX CREEK (SA) OR BE DISTURBED WETLANDS DUE TO PROJECT. GRAPHIC SCALE 20 10 0 20 40 `1_�1_I_�_� � SF-4U0272_Pcrmit Drawing�sh_stream.dgn 2/23/2016 I:00:58 PM TGS » �' � BM#I ) ; / �, 6� � � � c� 6' �, m � PERMIT DRAWING FOR BRIDGE #400272 GUILFORD COUNTY � 1' "� I \\ ; , _ � w� � � _ �9� � �� -- —��-� � : ; '� � ' O ��Ij� , �� ` � �F � � '' ��''/��''Li , � �� ,� �� , .� . �+�� / l �� CLA55 II RIP RAP 72„� �� PDE— [�,E� j DE--� (5ikucrueeSireM) "� �� PD , i < < <� c�, � � � � WOODS ��9 1' �y`�� I i _ `I� I H ,{�-i t"t � �'- G � � .�` ' _C = _ r__ ��_—�,�, _tT�� i i i �� ' �� .� � � �I � NC GRID \ ; ', NAD 83 NA 2011 I� � � � �, �, ,, � �� , � � 6'� � \ �. � �\. ` � � �� S � .� �� \ 'v 1 �� \ � � END PROJECT � 17BP.7.R.86 PROPOSED PIPE LENGTH � —L— STA. �� HO.00 NOT TO EXGEED FOOTPRINT OF EXISTING PIPE LENGTH --___EXISTING RiW L;��— 6, i � � - -�-� �''' � --- ----- ---- — ;�—� � ' i ; �,�-i � . i r i '' `' �-�,`s— - � �� _, � � ---_ —��— o�� _ _ u � �24" �P -- - I 1:S�LL , .I � �t��. �_ f I — TB 2GI I� \�� _ -_-- . __ . __--_ '. _ , ______ —_ � __-_ , �, l.i Mi�ES� - - fi- --- � i ! 1��_. -- R 309 ,--- --------� a, — �� I I I I�� — �2 C�I Hw —- — i i —_—__-- �' ... RE-TAIN �Qq�________ � __' b / �� J"� �, , - _-_ _ _-_ _ _ - _ f Te �° I --_ _ _ - - —,_ _ y � — �'� I P y-i- ' _ CL"Q�$Q B RIP cr '� _ EXiSTIN� R� _— \ 6 —�E DISJI�ATOR P�E PDE ill ��,Q I \� � w � ,� Q2=0.2 CFS I�'y� � �� =� V2=0J FTiS � 6' �� '�� V��10=0 7 FTiS _, E��Oolo�; � � �O��j� re��. %`-�-� _ �� , - � � � , � �� '� F�p � ` � �� , WOODS � �� _ _, I �q�iTj, �,s� �� ' CONCRETE ABUTMENT �`� � � � c�F� � � � ;� y _ __ I �� BURY INVERT 7" �� Te ��:� fi'.... . ' � BELOW STREAM� � ,. B\\Y . -- - — — � �/J L � � �S�J �s r --_- � \ e % � ra .. -- - - _ �°�� WOODS -�� _ �J�� .� PASTURE — ��9 re� — � , / JOHN Fe & SANDRA Lo GREESON � � � S� � �� _ ,�� - - - �� i I ;� � , __ --- - �\ \,, � / i i / � � � � PERMIT DRAWING SHEET 2 OF 3 •:1 670 ..1 650 11 + 00 PROP. GRADE � Pl = ll -f-53o00 ' EL = 662090' V C = l26' �K = 33 DS = 25 MPH � zG—` (—)102698% v (+)�a�� —'�'° EXISTING BRIDGE TO BE REMOVED C�L —L— STA. 13 + 20.00 PROP. 1 @65' 24" CSU W/4'-0" CAPS UTILIZED PROP. GRADE = 666.10' SKEW =105° � Pl = l2 +82,00 � EL = 666,22' VC = 85' K = 30 DS = 35 MPH � +)2a5736� _� _�Oe3050% , --- �,—_------- i, � ___— —____��/ — — iii---�— EX. GRADE —� � ;( i — RESTORED FLOODPLAIN FLOW AREA AT ABUTMENT 1= 45 SF EXISTING MUD SILLS TO BE REMOVED 1.5:1 NORMAL SLOPE W/CL. II RIP RAP (TYP.) � PROP. EXCAVATION TO ELEV. 659' +/— ST RUCT URE HYDRAULIC DAT A 12 + 00 DESIGN DISCHARGE = 900 CFS DESIGN FREQUENCY = 5 YRS DESIGN HW ELEVATION = 662.5' FT BASE DISCHARGE = 2/00 CFS BASE FREQUENCY = l00 YRS BASE HVy ELEVATION = 664.89' FT OVERTOPPING DISCHARGE _ 1100 CFS OVERTOPPING FREQUENCY= l0 YRS OVER7"OPPIN� ELEVATION = 663.44'xx FT xxOVERTOPPING ELEVATION REPRESENTS LOVyEST W HICH OCCURS AT SAG @—L — ST A. ll +3/.63 SF-400272_Permit Urawing_pfl.dgn 2/23/2016 1:07:53 PM TGS APPROX. W.S. ELEV. = 656' ON DATE OF SURVEY (b/19�013) HIGH POINT ON DECK/ROADWAY, 13 + 00 I�'`I'�(�> I�''I I .,I":' 100 YR. W.S. ELEV. = 664.89' - 5 YR. W.S. ELEV. = 662.5' Pl = 14+82e00 EL = 665e6/' LOW SIDE — VC = l90' LOW CHORD K = 56 — DS = 35 MPH --- =—�— +)�009 8 f —�Oe3050% � RESTORED FLOODPLAIN FLOW AREA AT ABUTMENT 2= 77 SF � CLASS II RIP RAP KEY—iN 3.5' (TYP.) � � EXISTING CONCRETE ABUTMENT TO BE REMOVED DOWN TO TOP OF EX. CONC. FOOTING AND SLOPES CUT BACK AT 1.5(H):1(V) AND UNED WITH CLASS II RIP RAP 14+00 PERMIT DRAWING FOR BRIDGE #400272 GUILFORD COUNTY 15+00 PERMIT DRAWING SHEET 3 OF 3 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS 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+15/13+18 65'x30' (Single) 23 TOTALS*: 0 23 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 � �o 0 V ., � V � � O V See Sheet 9-A For Index of Sheets -L- STA. 10 + 90.00 BEGIN PROJECT 176P.7.R.86 ro SR 338� (MOIyN� RD) ��1�� ll' �� Jl�� Y �� 1L�� V'V' � Il � G UILFORD CO U1�lTY LOCATI011I: BRIDGE 1110. 400272 OVER CLIMAX CREEK 0111 SR 3368 (WATCHTOWER RD) TYPE OF WORK: GRADI11lG, DRAl11tAGE, PAVING, A111D STRUCTURE BEGIN BRIDGE -L- STA. 12 + 86.34 �'--� i � � i � _ _ � \ � WETLANDS / / � � � \� �� I �\ � w � e= �_ 1 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. DESIGN EXCEPTION REQUIRED FOR VERTICAL CURVATURE AND VERTICAL SSD. �� o ; o � , �ti � c.��``�` �'�'�F�,, � �� / ��F G��/ �S � � C',P'1'T /�S � �s FF.FGT /\'`' ��s��° � \ �s�—�S�/ � ��s� )S/` END BRIDGE -L- STA. 13 + 53.66 BUFFER IMPACTS r 0 N � 0 Q z �'�TF \c��,y'pMi�. _ � �s � �R F��r T (O D JULIqN93 \ /Sq � RD� -L- STA. 15 80.00 END PROJEC�s� 17BP.7.R.86 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED tVCDOT CONTACT: V I R G I1V I A M A B R Y HYDRAULICS 0r, owr,y c GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ENGINEER �e,� ,,�� PLANS PREPARED BY: PLANS PREPARED FOR: ADT 2015 = 700 �� TGS ENGINEER$ NCDOT � 20 10 O 20 40 804—C N. LAFAYETTE ST PRIORIN PROJECTS UNIT � � T= E> %* LENGTH ROADWAY PROJECT 17BP.7.R.86 #400272 =0.080 MILES � SHELBY,NC 28150 7pz0 Birch Rid e Dr. � � LENGTH $TRUCTURE PROJECT 17BPJ.R.86 #400272 =0.013 MILES r� PH (704) 476-0003 Raleigh, NC �17610 "��. ,�� PLANS V= 55 MPH r cORP. LICENSE NO.: C-0275 P�. "P oF bQ°@ * TTST -3% +DUAL =3% TOTAL LENGTH PROJECT 17BPJ.R.86 #400272 =0.093 MILES srcharuns: T�"" 2o to 0 2o ao � � LEONARD G. FLETCHER PE ROADWAY DESIGN RIGHT OF WAY DATE: � PROJECT ENGIhEER ENGINEER PROFILE (HORIZONTAL) FUNC CLASS = RURAL - APRIL 21,2015 LOCAL R.E. BURNS & soNs co P. O. BOX T 168 4 Z O 4 $ S7ATESV�LLE. NC 28687 RIOJECT DESlGN ENG/NEER LETTING DATE: PH fT04)92<-86C6 PROFILE (VERTICAL) SUB REGIONAL TIER PE APRIL 21, 2015 2012 STANDARD SPEC7FICATIONS S7GNAT[IRE: 6F-400272 Permit Drawiii� tsh buff'er.den 2/23/2016 1:07:10 PM'IGS EXISTING BRIDGE DIMENSIONS 35'X22' (DOUBLE—SPAN), 90 DEG. SKEW Buffer Zone (BZ) Impacts PROPOSED BRIDGE DIMENSIONS 65'X30' (SINGLE—SPAN), 105 DEG. SKEW TOTAL PROJECT LENGTH — 490' Area of Allowable Area of Allowable Bridge Impact Bridge Impact within BZl within BZ2 LEGEND � iiiiii 3065 sq ft 947 sq ft BEGIN PROJECT 17BP.7.R.86 —L— STA. 10 + 90.0 WOODS ti � =t- � — � �0.9 MILES fi- 022 JANE Go & LAWRENCE Ko LACKEY BUFFER ZONE IMPACTS CLP.55 II RIP RAP (STRUCTURES ITEM) � 1 WOODS \ �'~ w� �� ///// EXISTING R/W a i i i � `1`� -�-� �- �r�—� , -� - ; `,`; , —�`� - �r�k��-v-' � - � � _ - - � � , , i �' `�I I� , � i i1 � F --------- F ----------F — --------F � 1� �� yC�,---- ig� esr i 2 4" R C P —L— � - -- �— -- � — F ------- Hw! — ONT EXIST NG PIPE F �, — — _ � _ F ' /' / / � EXISTING R/W k,'?� � ,,-W�a---__ PASTURE ,- � � �� , � �� `� 0�3 � �------� � � � JOHN �'Fo�& � S�A�NDRA Lo GREESON I � � � � � � � `� � � I � � � , i `, � � _��e ��, � -------� �� , � � � \ �6iM— _ _ � _ _ _ _ _ —� � NOTES: 1. CLIMAX 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 20 10 0 20 40 SF-4U0272_Pcrmit Drawing�sh_buffer.dgn 2/23/2016 1:03:16 PM TGS WETLANDS SHALL BE DISTURBED WOODS �. w, , �t� � PERMIT DRAWING FOR BRIDGE #400272 GUILFORD COUNTY �1 � I I � ^ m� o ��, \�j� � � � �� n %�� WOODS � �� '�,F�� CLA55 II RIP RAP � � � P (STRUCTURES ITEM) ,� �� G� ati � � � _ _ � �°�� '�_ - -�_ � ) _�'` _'_ �'�_ ��—L,�`�� —____��-'�. I__.L.' �C > 1 1I1,I��.J� I � . - ��-- —_—_----� �\ � � � ,—' F I2��C� � - --- -- LN� ,... ,�-�L �.- R€ �(� _j �` i i i i --- — � — .. . / / l iI �� / / / / � �i//// EP� PDE PDE il'I `' � r'� � CLASS B RIP RAP �� DISSIPATOR PAD EaOoll'� � � �� V�2 = 0 7 FT� %� �� i I BZ 1 Q10=0.3 CFS V10 = 0.7 FTiS PASTURE WOODS NC GRID NAD 83 NA 2011 � � END PROJECT PROPOSED PIPELENGTH ��BP.�.R.H� NOT TO EXCEED FooTPR�NT _L— STA. 15 + 80.00 OF ExISTING PIPE LENGTH l� __EXIST�N� R�W `-�J _ �— F �� — � �'� ��J`�` J— � — 4�� P �_'--_ F \\\ \ `J ��r�-�-_ � �r __-- ___ —_ — HW ' _— __ ��F -- I---�aQa� _F ------ � EXISTIN� R/ W �� MiLES� ��09 — --- �------- --- \� � — �- �.� �� re �t� ,�,� _ c�'�q��\\re� �,v, C WOODS �'-�� „ � � BURY INVERT 7" � /� �-� � - BELOW STREAM �� VT Te Td �� S ✓� �� T T e\ B\ \ rB JOHN Fo & SANDRA Lo GREESON PERMIT DRAWING SHEET 1 OF 2 S F-41 PROJECT REFERENCE NO. EXISTING BRIDGE DIMENSIONS 35'X22' (DOUBLE-SPAN), 90 DEG. SKEW PERMIT DRAWING �7BP.7.R.86 (SF-400272J Buffer Zone (BZ) Impacts PROPOSED BRIDGE DIMENSIONS 65'X30' (SINGLE-SPAN), 105 DEG. SKEW TOTAL PROJECT LENGTH - 490- FOR BRIDGE #400272 TGS ENGINEERS Area of Allowable Area of Allowable e�nc�Ne�s 706 H/LLSBOROUGH ST Bridge Impact Bridge Impact � SU/TE 200 within BZl within BZ2 GU I LFO RD �rO V 1\ 1 1 r� PH �9/9) 77328887 LEGEND � iiiiii �i �� BUFFER ZONE IMPACTS �' 3065 sq ft 947 sq ft �� I � � � � � i � � �� i � � � � �_ , , ,= � � / �, ' � i , , , � � � �99 i r , - / \ � I / � � � ��9 � �_ � � �_ _ � � \ s � ' � � � � �� , ��e� `� �� %�� '� NC GRID ��F� �� NAD 83 NA 2011 � � � �� 0�2 �_ � , ,, I � \ � � � � � � � JANE Go & LAWRENCE Ko LACKEY �� i� ' �� I �' ` \ � %� WOODS � �� j I � �, � 6cp '� ��, e �O� BEGIN PROJECT - �. �' ,�,r �� , � � � A � \� � �, � � \ . � 17BP.7.R.86 / �� -�- � � .�� " �� -L- STA. 10 + 90.00 - ��,ss �� R�P �,P � r � �� ---, � o� F � � � � Ex�sfitN � `� �iG� (STRUCTURES ITEM) . 1 �� ANSPORTATION � �'� �� '�� s �� 2i� `' � FAC�ILITY B�3� � �Y�.� WOODS -'�°� �� l1NDARY (TYP.) WOODS i -' �, -'` � f � �_� � �e �� WOODS � e �'�,��, � . / 1��. CLA55 II RIP RAP / Pp �,P (STRUCTURES ITEM) /�� G� END PROJECT ^��- ------ ---- � w � � � �� , _ 17BP.7.R.86 ��)�--__. __ _ _ EXISTING R�W . � / / / �( 0 �g� �Q �s� PROPOSED E LENGTH `�� 'v`� `'�-� ' �`- ` L STA 15 + 80 00 l `.-f'. � "F � OF E%ISTING PIPE LENGTH �—�-v k r�< � - _ � - ___ . . _____ � - _ _ _ � �; C s � � NOT TO EXCEED FOOTPRINT _ _ - � � `� '�r �� . r� �'-ti� � �_� — ,�� _ I' � _� ��--------F �� I 1 - r-f il i I I � �� _---- �" ��—, � —� �` -- F F -------F _� �C---- �'� �� -----`—�� "�. �¢� — _ � �.� _ , '�i T �-�`'� � � — —_— X�S_ �qo — - - ,�--------- ' -____ \,,J �� R , �v-' v � � , iN �W " 0.9 tiIILE 338/ � � � � ' � � � i � i i i � �-� � �� , � �� -- _ 0 SR /- - �z f _, �_�,� --- ----- - __ � L- � i_�� i a�_ C( � F c_�,1- �_�� _ R 3368 (WATCHTOWER RDl � �� o, r�� '--_ �� -- - - — i9�esr 24' RCP � �i r�� i �i�� 24" �p � _ ' -, _ -- -- - - , - ----- \ , \ _ — � � _ - �� TB 2GI I L � ' _- __ � I �.. ___ __ — < �_ — ____- �-�—�--_ � ' -- ; -_ - . � - - — — _ _ _ � — — � J ___-___ _- - ------- l�M��ES� �— — �_I J_ ( � r 1C � � �-- P r F �� `_ _ p-------- HW — — ' — iNsrnu Hw , �� i � J � � � � � � Hw � � — R 309 _ ON EXISTING PIPE (�. — , � �� _ _ C � -I- -� __ � C'; 1J � � 1 ' ' _ _ 1�/ !� � � � � � — � � `* � . -�yL-_ �. � _ -_- _L � - -� f .� �^ � � _ �R€fAlPl. F F — — 1.L9 — _ _-_ —_ - � � EXISTING R/W 5? I �� 1 � I ,��.� � � ��/ i i� --- �Z �I� - �� rB '� ' � � F -- --- - �- - � �� - - � �_i - � (C/ " _ _ � -� � / O' , — � ;_i �� iiii � �—P �� 1 I ! ;" �� i / / / / PDE PDE � �� a I - � � � EXIST G R� �� 6, ,,W�a____-, PASTURE 6�- � WOODS 5 P / �� rV-,��, W , -�-�L� �� -� � � CLASS B RIP RAP � �� 6, -r �� ,' �n�/� �;�—�� ,�� 29,9-� �aDISSIPATOR PAD I'� ; O � — � � � � 0�3 � � EeOolo � �' ��' �� -� �� O �� ' \ � ,-----� �, � � JOHN �'Fo�& � S�A�NDRA Lo GREESON I � � � � � � � `� � ` , , , �, , ` , � , _„�e g�, � -------� �' �jg �� _ * __� _-- �e1M_ _ � NOTES: 1. CLIMAX 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 20 10 0 20 40 Pcrmit Drawing�sh_buffer.dgn 2/23/2016 1:0338 PM TGS �o� � �, � � � i'� � � j . \ - /� � r./ � �� I / '/ � I � % �6�� `"`' 4 ;`,, WETLANDS SHALL NOT � BE DISTURBED r" ,-' ��> �_��,{8�,� / Q2 = 0.2 cFs �. �� P�,�\\ '�'� - W 0 o D S � � � Q10 �0 3� CFS �- � � � � � � �� F ��e � � _ �� - � ' V10 = 0 J FTiS � � � -� � �'S' � �� e �-� � . �� __� � BURY INVERT 7" � T e\ � . � A �i $$ � �� -�� I BELOW STREAfv1 � . . �v� �� PASTURE � � ��9� � � � � �`�-9� �s Y �� , ; -� -- � \ � re a m � � �, �i- � ��°` � WOODS �� 9�� _� Q /� � � -.._ . � � .. _ __ r : . �"� � / lB _ � �, ._ — _- _ ,._ � � / / , / _ — G. � \ —� cD �� ' Woo�� ,� = i, � JOHN Fe & SANDRA Lo GREESON \ _ , , / ' � � � � � � � � _� , � - � `9 � , � � �\ ^ �� - - - ,\\\ \, _ � - � - / - � , � _ - ��- , � � / PER IT DRAWING HEET 2 OF 2 �� M S �, � . -. . ., : • �: ' ' ' • -• �• -• • �� . , �� . -� . .. �e�� -�aaaaa � �� ,.,�-, . ., ., ., ��