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Home My WebLink About20180464 Ver 1_B-5322 Permit Package_20180402� �j�� , Norch Carolina Department of Transportation Stt�rnitivak�e I . . ._ Highway Stormwater Program �;1' STORMWATER MANAGEMENT PLAN -_ - (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 46036.1.1 TIP No.: B-5322 County�ies): Person Page 1 of 1 General Project Information WBS Element: 46036.1.1 TIP Number: B-5322 Project T pe: Brid e Replacement Date: 11/7/2017 NCDOT Contact: Galen Cail Contractor / Desi ner: Reid Robol, PE - Ecolo ical En ineerin Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway Raleigh, NC 27610 Suite 101 Ca , NC 27518 Phone: 919-707-6711 Phone: 919-557-0929 Email: cail ncdot. ov Email: rrobol ecolo icalen .com Cit ITown: Roxboro Count ies : Person River Basin s: Roanoke CAMA Count ? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.114 Miles Surroundin Land Use: Forest, agricultural, and rural residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 1.4 ac. 1.2 ac. Typical Cross Section Description: 2@ 10 ft lanes, 5.42 ft shoulders with total bridge width of 33.0 ft and a length of 100 ft. 2@ 10 ft lanes, 2 ft shoulders with total bridge width of 25.25 ft and a length of 92 ft. Annual Avg Daily Traffic (vehlhr/day): Desi n/Future: 600 Year: 2025 Existin : 280 Year: 2010 General Project Narrative: State project B-5322 involves the replacement of the existing NCDOT Bridge #720051 on SR 1343 over Richland Creek. Bridge #720051 consists of 1@30'-9", 1@30', 1@30'- (Description of Minimization of Water 9" on timber floor and I-Beams with timber caps and piles. The proposed bridge consists of 1@100' 39" Box Beam with 4'-0" caps. The proposed crossing is located in Zone AE Quality Impacts) of FIRM Map number 3710997700J and was studied by No Study methods. Two stormwater outFalls are proposed which will be placed at a distance to minimize disturbance to adjacent stream. Rip Rad pads will be utilized to dissipate the energy. No deck drains are required for the proposed bridge. Waterbody Information Surface Water Body (1): Richland Creek NCDWR Stream Index No.: 22-58-6 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Richland Creek Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N!A 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) N � � � ., � V W O QC � � � • � � V � � O V See Sheet 9A For Index of Sheets See Sheet 98 For Conventlonal Symbols �'�'s�'�]� ��IE-0° ��i��`Tl�li (��'��I��JI�I�� I_ ? i[��1I51I��.�,� ��1T--0' l��_I��i��'�`��.�� i' S PERS01�1 CO U1�lTY LOCATI0111: BRIDGE N0.51 OVER RICHLAND CREEK SR 1343 (JOHN BREWER RD.) TYPE OF WORK: GRADI11lG, DRAI11lAGE, PAVING, A111D STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT PERMIT DRAWING SHEET 1 OF 4 N � Z � 0 � DOGUMENT NOT GONSI�EREO FINAL UNLE55 AlL SIGNATURES COMPLETED GRAPHIC SCALES DESIGM DATA PROJECT LENGTH Prepared ;n the ofJices oJ:� HyDRAULICS ENGINEER 50 25 0 50 100 LENGTH ROADWAY STATE PROJECT = 0.095 mi. �� E V V�-i �\ T� "' "'",� �� 2018 ADT = 346 VPD �; �<<>> ECOLOGICAL �� 2038 ADT = 528 VPD LENGTH STRUCTURES STATE PROJECT = 0.019 mi. �� " y ��- ENGINEERIIVG �@�� PLANS V— 60 MPH TOTAL LENGTH STATE PROJECT = 0.114 mi. zora sralloano snFcrF,carroNs Yt � � � � 50 25 0 50 100 CLASS = RURAL RIGHT OF WAY DATE: ANDY YOUNG. PE SlGNATURE: � � LOCAL OCTOBER 30. 2017 rxo�ecr encrn�sn ROADWAY DESIGN �� RIGHT OF WAY ENGINEER PROFILE (HORIZONTAL) SUBREGIONAL TIER COMPLETE: MI�cHAE sIBURNSE PE �°�� 10 5 O 10 20 � pW�� LETTING DATE: LISA GILCHRIST, EI NCUOT CONTRCT P.E. PROFILE (VERTICAL) JUNE 13.2018 SIGNATURE: O � � ��0 85.b�� = 9' /9' 26./' (RTJ D = 4' 39' 2L9' L = 200.25' T = 10035' R = /,23056' SE = EXIST. V� = 55mph "'i /� P'� ; �" i�d��i14R0 6 LOLA 0. GARLRND - oe zoo ac ei7 PC � PG 6�2 `, \ i\ SITE 1 & 2 DETAIL 1 BANK STABILIZATION , Ha� �o s��a, a o m�� za W5 � GEOTEXI'ILE i��pe +! t�nei— C1A55 II RIPRAY STA 16+10 TO ib--57 ��L- � CITC '1 � BANI< STABUZAiION� S� � � � SEE �ETAIL 1 � EST BO TONS /O STREAM SC ,� E5T 105 SY GEOTEXTILy `\ c,rc� ,. _. . . \ \ �I _ �� ilIX1Ni PROIECT REFERENCE NO. SHEET NO. B-5322 4 P E RM IT D RAWI N G ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER SHEET 2 OF 4 � 0 N 50' 0' 100' � � GRAPHIC SCALE °� - ..::'.;: . i 25' 0' 50' � , , � °�� ECOLOGiCAL � ��;'ti I �II NGINh�RING INSET SCALE �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER N ,� , � �__ . .. . � . . ... gpl�Dy B M�DB 56 PG 60.� EST . � I so�o' I � BAflBARp S. JD�SON Q h .:� _ DB B38 PG 6 . . � �� I Q � PCUIPG 43 S�� .. _ �� d Y I al 1 a \ � � TAPER ��..LnFIpATED Q �Il C� GRAPE VIN� eRK & Rr END TlP PROJECT B-5322 ' eARi+ I;�I � .. — O. � I �SeK . i' � �I � � � o -/. � � d�,� � �v � � �r" � gp� � � _ _ Fr '� --- _ v,� � ' � £: F t � U � _ w _ _ _ _ I `_,\ I � P L . F � �r'°i� «�c: � --. ` � � � —_ � �� / 2 \ / �1P O�. I . � � ' � . O � � � ��0 85.b�� = 9' /9' 26./' (RTJ D = 4' 39' 2L9' L = 200.25' T = 10035' R = /,23056' SE = EXIST. V� = 55mph SITE 1 & 2 W�LitF k�,� _ p� Z e � BEGIN TlP PROJECT B• � �� _/ � .� . -�- O• � /JS BM°I - _ -�,—..��r�,__- ..—.�_.._..�-;.�. i , /��ll� �� / '`%,�!/��., � `�{i' _. r, �� .. / � . �\ % �� I T� . �,� -_. i{ / � \ � � ' I � � .... ; �� \ �, _.. � .� / ;'��pD 6��LOLA` .CARLaND � �� . • ' �'gs�i PG 6�2 : �"" � c2�.. �� - .. , � •.' \- -. . _ , � I -- . g� Y , �'� �. . A � � �� . 8� � i .. I i �1/ , - �� i �� ! 60 0' � I _ i\ � I � � � SITE 1 � O ,� _ --�� ' � � � � �� i � . . . �. CLA55 I� RITRAP (TYP�� & RT I ' � -�------- � DETAIL 1 BANK STABILIZATION , Ha� �o s��a, a o m�� za NW5 � GEOTEXI'ILE i��pe +! t�nei— C1A55 II RIPRAY STA 16+10 TO ib--57 ��L- PERMIT DRAWING SHEET 3 OF 4 50' 0' 100' GRAPHIC SCALE 25' 0' 50' INSET SCALE �DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN '� _j � SURFACE WATER II N i V � � � �-- , _ �-,-. � �.� � �, ,' � '� � 5 5fD i ` Y ___. _ � _ � � � CLA55 8 RIP RAP y y % ` � EST l iE3ry. ._ j �� _ �-� _$/, RA�S B.�HN I// I � \ EST 5 SY GEOTE%TIIE u �` ue e e , E,,_ i � oa� � � , �., �„ - �� . � �--�� F 6M"2 � d oi_ o� S_/C 3/' 3/..7"_t_ \ � F-- — ---- � �� 11 �� - ��-- �--� � �.,. �' �� R� � � ,N�.=z, SITE 2 ` I7YP) / � ` . � /:6ANK �STABLIZAiIONJ S '\ � SEE DETAII 1 � �; / � � EST 80 TONS �STREAM SC �� O ��/�' I� � E5T 1D5 SY GEOTEXrILF�O . \ c J, 1 � � , o \ _ . C , _'. - .f_ , � 1�� , j :�m� � .: \ �� F��S^ F � . I-L- YV/ JTO.I G�_ , _ _�- � — Mo ��a __ I a — — � �� oo w ie weieov�s f�� — -----F ` `CL�SS 6 P.IP RAP � \�.. �s Tori � � /NC. 27' �. � '\ , �\ EST 5 SY GEOTEXTILE (7YP1 � �. � �- . . ..\ W00� - �-. _\ �� ^ � ' . � \ �_� _ - - •� PROIECT REFERENCE NO B-5322 '.OADWAY DESIGN ENGINEER i � r €vv,��. ��; r SHEET NO. 4 IYDRAULICS ENGINEER 'f �IENOiNOGI�cNL i�� 60.00' I � i '� � � � .� C> I ,k � ' : PC IPG 43�5�� '� p �__ Y w!�"' .4 � .' 3 � � � eRk f \�i _",�l ��I '� . ` E VME � _ Y , -fj r 1� , 8Kp ' � �% I ``"� °� � � L _. � 8� — _ <.9c�f,_ � -. � i 1 '.�:4y � . -- - �'- 1 vs � �� P �_�� E;; � `�AI�. . �. t' n - � L\M � �� _�_ �;=__- � , � � 2 �P __ ��. � l. UNN�ED r� � j� � ��- FOR -L- PROFILESEE SHEET 5 FOR STRUCfURE PUWS,SEE SHEEfS S-ITHRU S-l6 WETLAND AND SURACE WATER IMPACTS 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) � 15+76/16+35 -L- 1@100'; 39" BOX BEAM W/ 4' CAPS < 0.01 0.02 66 78 (RICHLAND CREEK) 2 15+87/16+03 -L- 1@100'; 39" BOX BEAM W/ 4' CAPS < 0.01 17 (STREAM SC) TOTALS*: < 0.01 0.02 66 95 0 *Rounded totals are sum of actual impacts Temp. SW Perm. SW NOTES: Impacts (Sq. Impacts (Sq. Ft.) Ft.) Site 1: Permanent Channel Impacts are coincident with Temporary Channel Impacts Site 1 765 130 Site 2 90 0 Total 855 130