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Home My WebLink About20160738 Ver 2_SF-500232 Wetland Permit Drawings 20170726_20170727� • � � V � � O V See Sheet 1-A f`�or Index of Sheets GRAPHIC SCALES I DESIGN DATA ADT 2016 = 575 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) T = 6 % * V = 45 MPH (TTST =3% + DUAL =; FUNC CLASS = RURAL LOCAL REGIONAL TIER �5�� $1°�� $��1�� J�� IF 1�1��5 J�H1�lST01� CO U1�lTY LOCATI0IV: BRIDGE N0.232 OVER LITTLE BUFFALO CREEK 011t SR 2110 (GLENDALE ROAD) TYPE OF WORK GRADIIVG, DRAI11lAGE, PAVING F�' STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT NAD 83✓ � ° BEGIIII BRIDGE NA 2011 STA.I5+04.79 BEGIN NCDOT PROIECT 17BP.4.R.71 -Zr POC STA.13 + 49.00 -L- �_- -� �-- 2157 SR 2110 �1V1EA1��W �� (GLE11iDALE RD) �� ,�ytiPtiO ti$��ti� G4 PROJECT LENGTH LENGTH ROADWAY PROJECT 176P.4.R.71 = LENGTH STRUCTURE PROJECT 17BP.4.R.71 = TOTAL LENGTH PROJECT 17BP.4.R.71 = NCDOT CONTACT.• MATf CLARKE, PE O7VISlON 4 BRIDGE PROGRAM MANAGER END BRIDGE STA.15 + 82.19 �� / �� ,, i/ _ _ _� TO 1�rC 222 END NCDOT PROJECT 17BP.4.R.71 -L- POT STA.17+34.00 DIVISION OF HIGHWAYS DIVISI0111 FOUR 509 Ward Boulevard, Wilson NC, 27895 0.058 MILES zOl2 STANDARD SPECIF7CATIONS 0.015 MILES EDWARD G WETHERILL, PE RIGHT OF WAY DATE: — 0.073 MILES PROJECT ENGINF.F.R LETTING DATE: GREG S. PURVIS, PE PROJECT DESIGN ENGINEER STaTE STwTe PROJGCT RCPERENCE NO. �� 17BP.4.R.71 � 176P.4.R.71 SHEET TOTA1. SHEP.TS � . UTIL., WW � 1223 Jones Fmnklin Rd. Roleigh, N.C. D606 �� e ETHERILL License No. F-0377 ENGINEERING gus: 919 851 8077 Fax: 919 851 8707 TRANSPoRTATION PLANN/NG/DESIGN - BRIOGE/STRUCTURE Df5/GN CNIL/SITE DESIGN - G/5/GPS - CONSTRUCTION OBSERVAT�ON BRIDGE #500232 PERMIT DRAWING SHEET 1 OF 9 DOCUMENT NOT CONSIDEREU FINAL UNLESS ALL SIGNATURES COMPLETED , �o��aRo��N, HYDRAULICS ENGIIVEER ;�2::`FESS/p'�.,s'3 :4o N`�., . - SEAL - : 023993 : � �':h'G I NE;'?� � ,,,,��qX 5. PR��,,,,, �i u �� . P.E. SIGNAZiJRE: �. ��"�ARa �,, ROADWAY DESIGIV .�`��`�.��.«<;x�.'<�'�.. ENGINEER SEAL 022999 P.E. PROJECT REFERENCE NO. SHEET NO. 17BP.4.R.71 4 ILW SHEET NO. � � � � � � � � � � �� 4 � � � I � ROADWAY DESIGN HYDRAULICS I ENGINEER ENGINEER ��" �'� - � S ITE 1 � � ��, � � ; � J , J ,�J - � _ , , � � , ,. , , NAD 83✓ � , ,' ' PE RMIT D RAWI N G � �� = (� S � � � � NA 2011 , ,�� S H E ET 4 O F 9 I `� I i UNLESS ALL SIGNATURES COMPLETED ,� EIP, / � (2) G '� ; ; ' .--,-r�. i ' �� MECHAN_I D- -� '-E- �� i �/ ; - - _ _ - � � ,� , __ �,�� E`�I S T I N G�/ ,' � ' EIP �� , �� , � � � - _ , _� � � 12�� R�P �_- �P --__ � , ��-- -_i & T � ' - --- , � - , , � - - � _ —�%—�— FILL IN � � � i WETLAN D � � _- �� __- __________--- � ____ -- i ��- -----�� _ � �. � \�� _� . - __ --- --� , � � )ODS � � � ' HAN D C LEARI N G �� , , ,ti i ; ��, � � ti , � ; DENOTES HAND ; � C LEARI N G � ,�; �% I�= , � �= � .�. .�. �. � DENOTES MEC�AI��ZED � �E � �E �E � C�L. EAR I I�� ----- ----- EXISTI-f�1G R/W f� � l/ r l7 ' � � , , � PU � 0 �� ; ' i � 91 - � � ; �� H � �, � �� - � , , � �� , � ,, � ��'��, .�� , "E � S FILL IN j / TLAN D �,�, �„� � _ BZ -► -__ ---- - � � ��'L��'V'� �NI � S l! R��C � A�"� R NAD 83/ ' � NA 2011 �� IMPERVIOUS ��'� � � �� S ITE � P��TS P��R W� � g � L � � � I- � DIKE � � � / r � TB , -�" . ��, � , ��. ___ r8 %! --- � TEMPO TB — CAU S E Y _ ,�' MECHANIZED CLEARING - _ f� - — -- __— - -- _ - _ - - - --�-,, r� - _ �� fi '� I��I`��i� �; f �i i , ,_ - ( .- - ,-, - TH# � TE W, �u . �� ; �� , ��-�,7,; -��: - � - �� - �\\ � P �_ — — _ — TB 0 0 0 20�0 ''e ��H� S�q � TB � �, � re .�, B Tg ___� ,,\ --- q�� CREEK TT LE BU F F _ � Te � LI re - - TB �- - -�� _ _ '� Te PERMIT DRAWING �� — - SHEET 5 OF 9 --- c�— __ IIII 0 0 D S ' � ° � H �,v� -- _ �—� - - - - � & T� -- � , — ,, _ _ __ - � _ -- _ ___ - _ _ �ST � � _ — _ �� — �✓i- � — �— - � � � P -- - �� --� � � . � � � � � � � � — � --_—��---_ _ _ _ _ _ SR 2/l0 �G — �E/�lD,� � _ -- � ------__ � — _ � �—�� W — � � �� ^ � � PUE — . S�.1��A�E :R IMPACT DE1I�FOTES HAN v C LEARI N G �v� V -'� �— � � \�� HAN D C LEARI N G � DENOTES MECHANIZED S C LEARI N G � T�NC2 E � � 22 x�sT��,G R�w� � _ -- - - W � B ---�_ _, DENOTES TEMPORARY IMPACTS IN SURFACE WATER X-1 X-2 X-4 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) 14+38 to 17+84.5 1@40', 1@35' 21" Cored Slab Bridge 1 14+38 to 15+30 < 0.01 0.02 0.01 2 15+55 to 17+84.5 < 0.01 < 0.01 15+41 to 15+53 Temp. Causeway 0.01 44 TOTALS*: < 0.01 0.02 0.01 0.01 0 44 0 *Rounded totals are sum of actual impacts NOTES: 2013 10 24 k 11�;11��'<14' North Carolina Department of Transportation �� SL[�rtl]�YdtPf Highway Stormwater Program ��` STORMWATER MANAGEMENT PLAN ��--• (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 17BP.4.R.71 TIP No.: 500232 County(ies): Johnston Page 1 of 1 General Project Information WBS Element: 17BP.4.R.71 TIP Number: 500232 Project Type: Bridge Replacement Date: 1/19/2016 NCDOT Contact: Chad Coggins Contractor I Designer: Wetherill Engineerin , Inc. Address: Highway Division 4 Address: 1223 Jones Franklin Rd. 509 Ward Blvd, PO BOX 3165 Wilson, NC 27895 Ralei h, NC 27606 Phone: 252 237-6164 Phone:919-851-8077 Email: cco ins ncdot. ov Email: hsin h wetherillen .com Cit ITown: N/A Count ies): Johnston River Basin s: Neuse CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.07 Surroundin Land Use: Rural, Wooded, Agricultural Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.2 ac. 0.2 ac. Typical Cross Section Description: (2) 10' lanes with grassed shoulders and up to 4' shoulders with guardrail. 4' shoulders (2) 10' lanes with grassed shoulders are variable width paved. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 575 Year: 2016 Existin : Year: General Project Narrative: Replace bridge no. 232 over Little Buffalo Creek on SR 2110 Glendale Rd.). Use 1@40', 1@35' 21" Cored Slab. A TB 2GI will outlet outside the buffer zones on downstream (Description of Minimization of Water side of the bridge with 15" CSP with Class B rip rap is used to stabilize the outlet. No deck drains will discharge directly into channel. Quality Impacts) Waterbody Information Surface Water Body (1): Little Buffalo Creek NCDWR Stream Index No.: 27-57-17 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) None Other Stream Classification: None Impairments: None ThreatenedlEndangered Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A 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)