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HomeMy WebLinkAbout20170934 Ver 1_B-5691 Permit Drawings_20170727Hi�hv>>�y North Carolina Department of Transportation ��\ stoi}t i�tivax�r r, , , ���I ,,.,,,.,,L„ Highway Stormwater Program STORMWATER MANAGEMENT PLAN -- (Version 2.03; Released October 2015) FOR NCDOT PROJECTS WBS Element: B-5691 TIP No.: 45645.1.1 County(ies): Cumberland Page 1 of 1 General Project Information WBS Element: B-5691 TIP Number: 45645.1.1 Project Type: Bridge Replacement Date: 5/16/2017 NCDOT Contact: Galen Cail, PE Contractor / Designer: STV, Inc. Address: 1020 Birch Ridge Drive Address: g00 West Trade Street, Ste. 715 Raleigh, NC 27610 Charlotte, NC 28202 Phone: (919) 707-6711 Phone: (704) 372-1885 Email: Email: Edward.Vance@stvinc.com City/Town: Stedman County(ies): Cumberland River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.10 Surrounding Land Use: Rural and agricultural land, wetlands Proposed Project Existing Site Project Built-Upon Area ac.) 0.4 ac. 0.4 ac. Typical Cross Section Description: Two 12' lanes with 3' paved shoulders Two 12' lanes Annual Avg Daily Traffic (veh/hr/day): Design/Future: 5000 Year: 2025 Existing: 2500 Year: 2012 General Project Narrative: This project consists of replacing an existing bridge over the South River on SR-1006 (Maxwell Rd.) which is a major-collector. The existing bridge is 211' long (1@35'-4"; (Description of Minimization of Water 4@35'; 1@35'-4") with steel planks and I-beams with vertical, wooden abutments. The proposed bridge is a 227'-9" long, 21" cored slab bridge (1 @58'-10.5"; 1@50'-0"; 1@60'- Quality Impacts) 0"; 1@58'-10.5") with 4'-0" bent caps and spill through abutments. The project is loctaed on the border of both Sampson and Cumberland County near the towns of Stedman and Autryville, NC. The surrounding area is rural residential and agricultural land, however, around the bridge exists submerged wetlands for most of the wide floodplain. The drainage area for South River at the crossing is approximately 197 square miles. From field visits, no existing drainage systems or ditches exist at the bridge site. The proposed project drainage system will improve upon this by taking drainage from the deck which is crowned in the middle. This system consists of a drop inlet on each side and end of the bridge (4 total) and 15" pipe that drains under the road and then to the toe of slope. The drainage discharged to the downstream side to match flow of the river and better conduct drainage during high flows (both ends of bridge). A riprap apron is located at the end of the pipes' outfalls to dissipate energy and is located as far as practical to minimize erosion down the embankment slope. Deck drains are not required. In order to maintain the wetlands and existing conditions, no new ditches have been proposed. Class-II rip rap abutment protection on both banks of South River is also proposed to prevent future ersion and stream migration. Tree Clearing Area = 0.01 Acres Total Disturbed Area = 0.5 Acres Waterbody Information Surface Water Body (1): South River NCDWR Stream Index No.: 18-68-12-(0.5) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters Sw Other Stream Classification: None Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect 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) � � d` � � 0 N V ., � V `� � O V _,�c _`',/>rC? iA F ir l�r�r� i�f `,liact�, � Sh�et 18 Ft�i ���o�rdaru �ymtul��oy Sh�et BEGIN PROJECT B-5691 �°I',�i �`' lq ��1�° ��;� I ' �IJ `' I-I�- 'C° ./1 ; �� ILII��?��1 ���'JT�1���I°� � % J� JT�I J����1���V_�1��� C UMBERLA1�lD � SAMPS 01� CO U1�TIES LOCATIOIV: BRIDGE #250052 OVER SOUTH RIVER ON SR 1006 (MAXWELL ROAD) TYPE OF WORK DESIGN—BUILD AS SPECIFIED IN THE SCOPE OF WORK CONTAINED IN THE REQUEST FOR PROPOSALS WETLA11tD � SURFACE WATER IMPACTS PERMIT �TATe I sTA,� �Ro�F�T n�FEaeN�e ro 1 sNa.T I z��� 1 '���. � � �� 1, n�� �� �� %_ /. �,�' PRELIMINARY SUBMITAL �� i �"' SUBMITTED: 7-03-2017 /o /Z� SUBMITTAL #052-5012 i GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PL.4NS PREPARED FOR THE NCDOT BY: HYDRAULICS STV ENGINEERS, INC. ENGINEER 900 West Trade St., Ste. 715, Charlotte NC, 28202 20 �� 0 2� 4� A�T 2��3 = 2�600 NC License Number F-0997 i�uhd� LENGTH OF ROADWAY TIP PROJECT B-5691 = 0.076 MILES ��� ` � i h� � DHV = N/A aoiz sr�vn.ino srEcrFrcnrroxs � ,��� ��� PLAN$ D= N/A �NGTH OF STRUCTURE TIP PROJECT B-5691 = 0.043 MILES PL �� ' � 20 10 0 20 40 T = ] o�o * TOTAL LENGTH OF TIP PROJECT B-5691 = 0.119 MILES RIGHT OF WAY DATE: J. ADAM FREEMAN, pE src�nrunr: I1�` 4� ROADWAY `\4.� �'� _ V= 55 MPH MARCH 28, 2017 rno�cr sxcrv�n DESIGN L ���� PROFILE (HORIZONTAL) ENGINEER "�=�=5&9- *TTST = 4% DUALS = 3% 4 2 0 4 8 FUNC. CLASSIFICATION: NCDOT CONTACT: VIRGINIA MABRY LETTING DATE: ETHAN P. WRIGHT, EI MAJOR COLLECTOR Manager - MARCH 28, 2017 Pno�Ecr DEsrc:vEa PROFILE (VERTICAL) SUB REGIONAL TIER Priority Projects Unit PF SIGNATURE: PROJECT REFERENGE NO. SHEET NO, /O^ �. j � ;�., -'_ i�'=!% =� ,o SMITH-ROWE, LLC � SHEET NO. ��' ROADWAY DESIGN HYDRAULICS � / ENGINEER ENGINEER / � �. m� _�/ WANDA A. 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MCEACHERN ��-5-� SURFACE WATER - WANNA W.DAWSON-UFE ESTATE) � TEMPORARY . � �B 1692 PG 230 �\ SW IMPACTS �"�� 67 F�;' � DENOTES FILL IN f T ZB Tg FIIL IN / � WETLAND A B�� WETLAND <0.01 - � _ �YiC ��HC� DENOTES HAND � � A . . - � '-� 1�� , ��, � � �, CLEARING ���� - CLEARING � � � � ��` T Permit Drawing ° EXCAVATION I E,- �; E��' DENOTES EXCAVATION WANDA A. AUTRY _ p 0.01 - IN WETLAND �B 3446 PG 497 � � Sheet 3 �1 9 IN WETLAND PB 66 PC 65 \ — \�-'�APHIL J�A�-� . . LI 1 L I �. J . 1�.. I-:-I 1 1 -L.�-1 -I 11_I I� '. 1� 1,_ L i .�. I f J I. .. I� L- 1 11_ I. LL �. . . . . . . . u _. . . 1- 1 �. I l 1 .: . . . . . . . . 1.. I 1 -1-J-� �-6 -L-J-� 1 - I . ,....� �,... .... ....� ..:..... ......... .. . .. . .. .i. .I .._.,.._. �.:. ._ ..._ ,.� I I i i . 1 .,I, BEGlN BRIDGE } , �. ,�� �I . : :: . . ' . . .. . . . _ . _ . . . . . . . , _ . . : . . { i �i i � i � I �i r i �-� ���I-I-ri � ' 7 i . �. .. i+r�,i . _ . . 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' EL =13499'00 Hi N r'i �;NT .'�'�T �� � . � I--t r�_ � �_I -r r r i I 1 I i �' I"T- I i i I .��. ��.r _- i T r � T T -� 118 li� , �, t�- ,� j � I � � Pl = 13+90.00 •' � 118 { i, BEGIN TIP PROJECT B-5691 �1_ � _ i -L- STA.11+45.00 i: ' µ� , �_ ELEV. _ 109.58, � � � � � � � KC = g464 �� i r k i- _� n l 7+� '�, a� i—, � ��,T�$ EL = 114.19' �'�_` —'� ; �� � I_i } I_' i r-��r r-r r i- i -i r1T �C - �64, i� -rr i � i � ,_;_' {': ,—Fr2�n;Fc� c�nr!F � rC Il � �� I I ` Ea/isTih �Ri�EE DS = 50 MPH rii = n�.i:� ,-���,--r,�,-r- Tfi�� OS = 50 MPH �-_i �� � � 114 � � \ (+)1.8780% 2659% � I� _ 114 z i-i- ' 1 � LI_ � �:1: �- ii_J . . . . _ _ . � , .�� ... . . i - ��� � � ______---- -� � B IDGE � ------ - 110 ----------------- � --- --------- _(+11.3780%_ --- � ---- ��NC[ASSIF�tD STn� i l Pub Ev 4i ATi�N � Ji q�l-�R')K rl'._v li): _ �y:,.l � 106 s 102 � 98 �, E 94 � 90 _ �n � ;; � '�� 12 13 ti:r ' .j�l ��. �_ I , � -;il . � .II �I- I, �� f � � �f i �I- � ._... I � - ' r �-II : i —i_�:'_. � � ; , r- � i _ �- �, I �I �; ws�=ioi.o ��� ,�------- ------- � i = os;�ni:�or I �' � �: � i �� � � / � �� ,. �� ;{ � �� � �-;ri�riNc, c�ouNo � � '— �.. `. � I � i �-� i-� - � � -__; I . . / _I . ._I L 1 . _I 1 , iL li i- _ . . � +�� ��+. \ 'I _ _ _ _ r-r= 1- �. �. �. Y" 11- � �� r r- r� r� r� r� �� ' / --�i �{ i =- i� =,'� __ �-�i �— UN�LA � lI /E� � l PCICTURE FXCAVAFIQN � T� 4���OX.FLt��J��.�i -- E�T..,(� ='Y RT _ �� i �', 1_ � �— �' � �� A�� ri �iF �n� � rt � � ; � ��1 �J�1_ :� � � ; � .i -iI=17 -iI I� .� -I� i i � _ L I� � �- , , � , , �� ��s -� � �� 1_i � \' i � , � L� ��-� � � �,_ 1_ , � . ~ .r t~�i � }r"�i f-i1r- . �^�r �. r-t- � 7--7� T -r7� -ri -j� r �_ t �. \_-� � i�l, � i�l,'I_ I I '�' I" I I' �'. � .'I� 'I. 'I"i.l I' � _ _ __ _ _ __ _ _ _ _ _ 14 15 16 110 106 102 98 94 90 128 126 122 118 114 110 106 102 98 � J LINZIE W�LL�AMS AND OTHERS PROJECT REFERENCE NO. SHEET NO. � ��.—!_��_ �.:i% J SMITH-ROWE, LLC RNJ SHEET NO. ROAOWAY DESIGN HYDRAULICS ENGINEER ENGINEER Sr�-.�T 100 STV En�ii�eer� Inc. 1 V � w_ t 1 t �. iis + �eao� Nn ���s����rua 8« i a�9�� 1[N�t`((��41P1L1E' �]E ]F�1LAN� no cror ose roa iw ecamsrriox NO �EED FOUND wc iN FiRsr rRacr - os ie9z ac z3o y � �END PROJECT f3Fi'ICi�F_ '"?5�7("J�� � � � -L- STA.17+75.00 � �� � .. . . `�" � \ / Y � _q_ __ —_ - _ - _ _ _ - - _ -win_ _ _ - _ _ _ _ --- _ -. -win—_ - - - _ _ _ _ �� - . _ _ . _ � _ � F w---------. —_---___---_.— w ---. F �L.� _ Z � _ �� - - - _ _ _ J � MAXWELL RD. � � 7(l Hr1LLT��Wf�i RD. �I � � �� �� - , _ � �SR 1006J � � � ---------- (!j ---------- ,-- r -- F J i— - -- ---- ---w�o- -------------w�e--------------w�e� - -- --- ----- - . . _ � � y �i � � � \ y ` � �� � STREAM PERMIT IMPACT � 3 � � � �� AREA �AC) LENGTH (FT) � � � � PERMANEM <0.01 7 �- � OLETA W.McEACHERN SW IMPACTS (LLIANNA W.DAWSON-UFE ESTATEI TEMPORARY ,. DB 1692 PG 230 SW IMPACTS 0.71 67 FILL IN <0.01 - =� �,1 i 1' -� iul � WETLAND HAND 0.10 Permit Drawing CLEARING Sheet 4 �f 9 Il.�l�,��-Ill. QLL INCWETLAOND 001 - C I_ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LEGEND Ty,� 7S� DENOTES TEMPORARY i�-, IMPACTS IN SURFACE WATER DENOTES IMPACTS IN ��' i� � SURFACE WATER ��� %F,' DENOTES FILL IN W ETLAN D - �HC HQ� DENOTES HAND CLEARING � E, "., E��� DENOTES EXCAVATION IN WETLAND 17 18 128 126 122 118 114 110 106 102 98 128 126 122 118 114 110 106 102 98 � J LINZIE W�LL�AMS AND OTHERS PROJECT REFERENCE NO. SHEET NO. � ��.—!_��_ �.:i� .r,y SMITH—ROWE, LLC RNJ SHEET NO. ROAOWAY DESIGN HYDRAULICS ENGINEER ENGINEER Sr�-.�T 100 STV En�ii�eer� Inc. 1 V � w_ t 1 t �. iis + �eao� Nn ���s����rua 8« i a�9�� 1[N�t`((��41P1L1E' �]E ]F�1LAN� no cror ose roa iw ecamsrriox NO �EED FOUND wc iN FiRsr rRacr - os ie9z ac zso y. � �END PROJECT f3Fi'ICi�F_ '"?5�7("J�� � � � -L- STA.17+75.00 � �� � .. . . `�" � \ / Y �5- _ -_ - _ - _ - - - - _ -wL3_ _ _ _ _ - _ -_ --- _ - � i � -WLB-_-_-_---_-- ---_-_-_ _S`_ w---.-_------ �__-- W—_-----_--__. h W = Z � _u �� - - - _ _ _ � � MAXWELL RD. TC� H 1u ��.,v��r:, �;�, _ � U �' �� �� �� — _ � �SR 1006J Q� � Q F- _— -- ---�------- r -- F _ - ;- cr� — — — J _ i— — — — — — — - - - u �o - - - - - - - - - - - - - - w�e - - - - - - - - - - - - - - w�a , - - - � - - - - - - - - . . _ � � � � � � \ y � _I i_� � i_� � � �-_ �, Permit Drawing ■�� Sheet 5 of s � - - i-, �"� ,Q � I I I�_ ��, i.� ,G L L � \ �� � STREAM PERMIT IMPACT ("� �i � � AREA �AC) LEN6TH (FT) � ` �; i � � . � PERMANEM <0.01 7 �- OLETA W.McEACHERN SW IMPACTS (LLIANNA W.DAWSON-UFE ESTATEI TEMPORARY „. DB 1692 PG 230 SW IMPACTS 0.71 67 FILL IN <0.01 - W ETLAN D HAND 0.10 - CLEARING EXCAVATION 0.01 - IN WETLAND DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LEGEND Ty,� 7S� DENOTES TEMPORARY i�-, IMPACTS IN SURFACE WATER DENOTES IMPACTS IN ��' i� � SURFACE WATER ��� %F,' DENOTES FILL IN W ETLAN D i,�� y� DENOTES HAND CLEARING � E, "., E. � � DENOTES EXCAVATION IN WETLAND 17 18 128 126 122 118 114 110 106 102 98 �= � �R � % , , ... , r � D � � + � o�� -v c� m= �r �Z �m � _ m m -� � � ��.���c;�t., ��� � sy I ' ����� I '. �'�� �, , �������� ����� ��� ���������� �.� a� �� � ��r��� �o ��7��� 1L1[�'��lE �Y�.i[1L1L�:1;�I� �i�1D ���°]�[IEIE�� � �C91L1�; l'r� V�e 1�l[�C:C.a�c�''I-+[iE]E?.l� Q1L�7�I�Ti�r�1 �o ID�1�7��1'aT=lL�1F1� ]E��[°�'�'lED Permit Drawing Sheet 8 of 9 �,Ti� � � � ������,�, �� �`]�'�1�1��s�i�l9 1�,��� �"� D`911 Z1p � 1'1 ` � 1�.� � ��]�1�,]�. �i]� ��C��°]l�`��][1L,1L,lE,1'��C ���n�l� ��(D�� �'1[��W1E1L,1[� ]E�1� ?,���`l`["'�.1'�%�1L1L1E� 1,7�' ���1� 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) 1 -L- 13+05 to 15+35 230' Long (4 span bridge) <0.01 0.11 7 67 -L- 12+66 to 16+07 <0.01 0.01 0.10 TOTALS: 0.01 0.10 0.11 7 67 ATN Revised 3/31 /05