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HomeMy WebLinkAbout20171347 Ver 1_17BP 6 77_770026_Permit_Drawings_20171020Carpenter,Kristi From: Sent: To: Subject: Attachments: Follow Up Flag: Flag Status: Steenhuis, Joanne Friday, October 20, 2017 1:03 PM Carpenter,Kristi FW: 17BP.6.R.77 / Bridge 770026 / SR 1955 (Regan Church Rd) 17BP.6.R.77_770026_Permit_Drawings.pdf Follow up Flagged From: Rerko, James J Sent: Thursday, October 19, 2017 1:39 PM To: Hair, Sarah E SAW (Sarah.E.Hair@usace.army.mil) <Sarah.E.Hair@usace.army.mil>; Steenhuis, Joanne <joanne.steenhuis@ncdenr.gov> Subject: 17BP.6.R.77 / Bridge 770026 / SR 1955 (Regan Church Rd) Liz / Joanne We reviewed this project on Tuesday (10/17/17) and since the project has minimal impact, it was decided that it was consistent with Nationwide Permit #3 with no notification. I would appreciate confirmation. This bridge is currently closed to traffic due to maintenance issues and it will not be reopened until it is replaced. James J. Rerko, PWS Division 6 Environmental Officer North Carolina Department of Transportation 910 364-0834 office 910 486 1959 fax lirerko .ncdot.qov �rrn�il 1000 Transportation Drive Fayetteville, NC 28302 a������ �������,��s���������� �� ����� ������ ��`��,� ��������,�,� �,� ,��.������ �� ��`�� �'J����`� �°��������� ��.����� �������:�,� ��W�r ����� ���.� �� ���,����,���� �� �������� �:s�����,�. I rr�7all �:urrc,��u � � � � � � � � y I�c rli��;lu�e,rl �u �C�h•ih�rl I i� ci��;e, Cu ai� rur°r7 �mii;, ;;e,i� cr i;, ;;u� ��;� �u Cmie, ,..,u� i�; ta�:ur�: ;, ..,aw ai� ir7a, I�arti��, I li�:;l l��- 1V North Carolina Department of Transportation /" � staiiiZ4v,��er, � ) �,,,,_.. Highway Stormwater Progrem �;- STORMWATER MANAGEMENT PLAN --- (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 17BP.6.R.77 TIP No.: 17BP.6.R.77 County(ies): Robeson Page 1 of 1 General Project Information WBS Element: 17BP.6.R.77 TIP Number: 17BP.6.R.77 Pro'ect T pe: Brid e Re lacement Date: 8/23/2017 NCDOT Contact: Jon Moore, P.E. Contractor I Designer: Dan Duffield, P.E. Address: NCDOT Hydraulics Unit Address: Summit Design and Engineering Services 1020 Birch Ridge Drive 100 East Six Forks Road, Suite 300 Ralei h, NC 27609 Phone: 919 707-6608 Phone:(919 322-0115 Email: 'Imoore6 ncdot. ov Email: dan.duffield summitde.net Cit /Town: Barker Ten Mile Count ies : Robeson River Basin s: Lumber CAMA County? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 475 lin. Feet Surroundin Land Use: Rural Area with Agricultural or Residential Land Uses Pro osed Pro'ect Existin Site Pro'ect Built-Upon Area (ac. 0.30 ac. 0.23 ac. Typical Cross Section Description: 2 lane road with 10' travel lanes and 3' paved shoulder with total bridge length of 115 ft 2 lane road with 10' travel lanes and no paved shoulder with a total bridge length of 73 and width of 33 ft. ft and with of 28 ft. Annual Avg Daily Traffic (vehlhrlday): Desi n/Future: 700 Year: 2013 Existin : 700 Year: 2013 General Project Narrative: State Project 176P.6.R.77 involves the replacement of NCDOT Bridge 770026 on SR 1955 (Regan Church Rd) over Ten Mile Swamp. The existing structure is a steel plank on I (Description of Minimization of Water beams with a sufficiency rating of 33.44. The proposed structure will be a 1@60', 1@50 21" concrete cored slab bridge with 2'-6" caps. The proposed bridge is in FEMA Zone Quality Impacts) AE in the DFIRM Map 3720032400J studied in "Limited Details" methods. The proposed bridge will maintain the existing level of service. There are two proposed outfalls on the begin of bridge side to allow proper drainage for the bridge and minimize disturbance in the surrounding wetlands. Rip Rap outlet pads will be utilized to dissipate the flow and minimize erosion and there are no proposed ditches. Waterbod Information Surface Water Body (1): Ten Mile Swamp NCDWR Stream Index No.: 14-22-3 NCDWR Surface Water Classification for Water Body Primar Classification: Class C Su lemental Classification: Swam Waters Sw Other Stream Classification: None Im airments: None ThreatenedlEndan ered Species? No Comments: NRTR Stream ID: Ten Mile Swam Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod ? No Deck Drains Dischar e Over Buffer? No Dissipator Pads Provided in Buffer? No Deck Drains Dischar e Over Water Bod ? 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) See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C For Survey Control Sheet THIS PROJECT IS • DETOUR ROUTE NOT WITHIN ANY MUNICIPAL BOUNDARIES. BEGIN PROJECT —L— STA. 11 + 00.00 TO SR 1969 (TURNPIKE RD.) ��"��.� ,� ���� ���-�����°�� ����`�������'��;�, ��\���1������°�� ��� ��;' J���� �-=r����"������:,�:��_� PERMIT DRAWI NG SH EET 1 OF 6 LOCATI01�: BRIDGE 11t0. 770026 01� SR 195'S' (REGA1� CHURCH RD) O T�ER TE1� MILE S WAMP TYPE OF WORl�: GRADII�G, DRAII�AGE, PA VI11tG, A1�D STR UCTURE WETLAN D AN D SU RFACE WATER IMPACTS PERMIT BEGIN BRIDGE —L— STA. 12 + 81.31 ����s�, ,_„\, \ ,s , ���s�_� � �s, � SHORTER BRIDGE LENGTH APPROVED BY HYDRAULICS UNIT. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. SITE 1 END BRIDGE ;�� —L— STA. 13 + 93. I'y - Sf � _ 5� � END PROJECT —L— STA. 15 + 75.00 TO S R 1005 (TOLARSVILLE RD.) � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the OffTce of: HYDRAULICS E1VGI11tEER GRAPHIC SCALES DESIG11t DATA PROJECT LE11tGTH 504 Meadowland Drive Hillsborough, NC 27278-8551 ADT 2 Ol 3= 700 Voice: (919) 732-3883 Fax: (919) 732-6776 20 l0 0 20 40 T= 6/o LENGTH ROADWAY PROJECT = 0.069 MILES DESIGNANDENGINEERINGSERVICES www.summitde.net � o� �oap�y 0 �k FIRM NO. P-0339 � (a�Q V= 55 MPH LENGTH STRUCTURES PROJECT = 0.021 MILES 2012 STANDARD SPECIFICATIONS �Q �'°Qo PLANS P.E. � � 20 l0 0 20 40 * _ o o TOTAL LENGTH PROJECT = 0.090 MILES RIGHT OF WAY DATE: TRACY N. PARROTT PE SIGNATURE: � a TTST — 3/o D UAL 3/o � PROJECT ENGINEER � ROADWAY DESIG11t � � NOVEMBER 15, 2016 E1VGI11tEER � a PROFILE (HORIZONTAL) _ ���� ao��� FUNC CLASS 4 2 0 4 8 RURAL LOCAL . LETTIIVG DATE: BRANDON W. JOHNSON, PE �� ��Q��� 1�CDOT C01�TACT. VIRGINIA MABRY MANAGER, PRIORITY PROJECTS UNIT N OV EM B E R 15 , 2 O � 6 I'ROJECT DESIGN ENGINEER PROFILE (VERTICAL) SUBREGIONAL TIER PE SIGNATURE: � i i i � �� BEGIN BRIDGE� I �ND BRIDGE O �� �O �I � PROJECT REFERENCE NO. SHEET NO. i - � � —� — ST A l2 +8/.3/ ' � ,� —L � �'� T A l3 +93.69 � j � , � � BRIDGE N0. 770026 /7BPo6oRo77 4 ' � //0 � _ . i i ;_�., ; ;' � . ��� � fLW SHEET NO � � � � I - i � TYPE-III i I r TYPE-III �� �- - _ _ .� �� � � � , �-���TP � -� ;� --- -- ROADWAY DESIGN HYDRAULICS _ � � � ' � - �_ �' ENGINEER ENGINEER � � i �S _ �— — — i -I- — — — —� - �S -_ , _ - �` i� - � ���_ �fj � �.� � Y ,, - , -- - - � 1. . -- - � i - - - - - - - ��`'�`` �, �- ' � � �� � � i . � _ . �� � � � c-� � O o � � � � � I I O o �� ����'��'' I� � � �f� � � � OI � �� i � -� JAMES & BETTY D. BRITT `1_ � ' . _�� � � �" �� � ' ' I , DB 1631 PG 829 � o o - � o o � I , , N BEGIN BRIDGE � � . � � � � �, - � , �� I � � � � � -L - ST A l2 +8/.3/ ���=� �-� `� ,� ��� w ,-'� ��� � - __ - s � �� ,_ '� `��' 'i END BRIDGE 3 -- BEGIN APPROACH SLAB _ - ; ��- - - � - - - —' — _ � � ''� +o�.00 � -L- STA 13+93.69 ' =' � ° � s��� �� -L - ST A l2 +69.3/ I � 4a.00 �T i I TYPE-II I � � � � � TYPE-I II � S I T E � I ��� ��, __ - — _ �S- _ � � � � ^ � � � ; � BEGIN APPROACH SLA� � � � � ` , END APPROACH SLA T � s�, � +90.00 � , +96.00 � _ -- � �� _ - +22.00 � DOCUMENT NOT CONSIDERED FINAL � -L - ST Q �2 f69..3� � � ___L _ ST ,Q �4 �'� 'J�.69 4147�00 L � �. 49 00 LT I 44.00 LT _ - - _ - ��- �,�v � _ . � Ex Rrw ',.� +74.00 L � -� , EXT� UNLESS ALL SIGNATURES COMPLETED ';� � � 49.00 LT EXCAVATION �� +84.00 L �� �, � � � � � � � T � T , �'` Pre ared in the i SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP -� � , �\_; -� 41.00 LT +85.00 L TO ELEV. � ' END APPROACH SLAB p Nc FIRM ucENSE No: P-0339 '' 41.00 LT 116.5' I EX � ��'� _ Office of: �� Sut►��IT 504 Meodow�ands Drive I �� i _ Hillsborough, NC 27278 , II _ � -L- STA 14+05.69 �,�,�oE���EEa,���,�� I I I F� E�/ I��� I�I I �_ � 1V' �ii"iL,�_�, B���� � � i (919) 732-3883 -(919) 732-6676 (FAXI 1 �- 1= � fi -1� � 'F � � i�� ',�-u I F ��� i � � � � � T � � � = _� , � _ + 57 +/- -L E E ' � �� END PROJECT , T ������ � I�`, T I �__� I�'J I� � I �� a t_� �_� �-� <1 � � �� � � � � � fi fi �� =fi� � -� � �T�T - -� _ EX� R�W � i � -L - ST A l5 +75.00 _ _ - - - - - - - i 18 ���M WILLIAM & GAY C. WILSON I DB 1924 PG 278 1 1 TON CL B RIPRAP S i � � - - - - -� -- - - - - - -- -- -,��,w-- - - -- - - - ;�rr. i �'� 5 SY GEOTEXTtLE E _ ��� ✓ � � � � � ���M � � - z _ � - -��-�M�- , 1 - � ---w�e,---- / - _ � � i ��� - - -w��� ��r-.iu��._ �<;�� -� � � � � T - --� - --w�E'�- - -� - -� - - - - / _ � �J(_?� iij- _'" Ll� il�(��V���lj ..1�- � - � �� � - - - - - - - � - - _ ��i ii�� i-��v � � � - - - - - - - - - ;n - _ „ � � +� - ' � �� -- �-- --- -- � - � - -, � - - - —�- _ _ - - - -- - -- - - -- - - -_-- -- -� -----. - -- - - -- -- - - _ - - -_ - -� - - _ - - - - _ i ,_, , � ,- �� - - - - � �- - - � � � - _ _ �-� - , - - _� �_ �-� ,�� � � -- , „ - - - - �-� _� -,��Z; ,_ �-; -- - =- �� -- - � �- - - _ _ -� - � - - - - - � - , � � , ��- � , � -� - - - � - - - - � -- �- �� - "� - - _� �� _ �� , - - - - � � � � �� � --�� -_- - - - - � � � � � �� � � � � �_ _ ; _ : �. � , - - - _ ,, -` _ � �-� � � � � �� � � � _ _ � � ��- _� � - -- � � � , _� i� � � � ,� � � - � � � � --- - -- - -- -- - - - - - - �r� - � _ � � _ _ _ __� _ _ � �- - - - -'�t�- _-_ •_ -�_- - - i�' � - - - - ---- - -- - - - - - _ � ` - ---- ---- � / ' � - - - - - - - - \ � -- - - - - — -�.�- - ----_ - - - - - - -- - - - -- - - „ - - - - -- , -` ��� --- E �---- � % � ., � �ot� i F _ _ _ - - - - - GREU TL-3 I PE-III GREU TL-3 � - � � �_ -- - --- -- -- - - ��: � 80 , ____--- 8a1 °� --____ F � ----- - ' , � ----- -- --------- - i - -� 5 � i T- - - - - - -- - � , TB 2G1 -- i M M N O 0401 nPE D I I � O N - , , � _ o O c� , ��%,� �,_, � o N 29° 58' 47.5" W � � � � _-,,� � � �� �_ -� � r � �� _ � - I M N � l�' `�-- � N � M � i o� o O 0403 TB 2G1 I I � i i� � o O o 0 I TYPE D _ - - - -- -- - - � —� -� - - i0 ----- ------_ -- -- - ----- ------ � 25� --__ 8�l „ gol __--- F o =�� �� , i F� INCo -_------- GREU TL-3 _--� N I -III _-_ - _ ; _ _ � O TYPo � ' � GREU TL-3 . � � � ��,�-, ti. - - '�' � � F 1 �- ------------- � __���� � hs�-,-, i �!�^ - - - - , ► 1 i - _ - `,� _ � �-���� , � , ��`� - � . ,.. . i r+ � ;� , ,�-r_. �, . r �'�- - 8 � M - - � �- _ >� ---- '- � i �EGIN-3BG � -- ' - �--_------ � � ' E �i� +25.00 L -� --- - rvi�i�i h w i � �� -mi� �-vu � - - -��m- - _ +57T+/- -L- �040 - - _ �1�T � - - - ... ...-�, .- - ._'. , Y �'- �// !`l11� CIDCO / � . i �G E RNV _-----w�e----- ----w�----- ----w��---- - i i I I I _. I I I I I I - . - . .- - I � i � : : : : : : : : : : : i _ _ , -; . E- �-I_I- � � - � � � _ _ _ _ _ _ _ _ _ _ _ _ _ � � � a � _. �_ � i � ; + , - BASE HW ELEV AT lON - l2/.l FT : : , , , : _ ._ . _ _� _ :_ _ : _ � , ,_ �_ � 1Q� ��� ��� � � � ���� �� � N N f f � �� �� � � �� I I �- � _�� , �_ _ _��6 , � . . _. _. . _ � , � I � [ _ . OVERTOPPING DISCHARGE 2500 CFS i II i _... II II. IJ .�. _ i I II -_ _ _ _ _ _ __ __ i i _ � I , �i : i � i � i � _ � ,_ �, ,,: ,. _.. _ _ __ �� � I� I � � I � I � � � � �,_ _ OV ERT OPPIN� FREQUENCY= 25 YRS , �� __. __._�-if i;.f. : _ _ , , I� i _. : _, _ � � i � _ � � -; ---- � a:_�_ ____� _ ��1---�� � _ � i_ �_ �� �� i� �'� OVERTOPPING ELEVATION = 120.1 FT , _ .I �rl. ��-��-��_ _ _ --- � ���. �I �.%� , i: � �__ ii : �_. _ � � � : : , . : _._ �_ _ ._� _ _ : _ : _ ___ _ __ � : : : : : , �� , , � � i � � i i I i i _ � , � __. __ �� �� �� _ �,� �� � _ __ ____ _ - _ - ,�t ,�t � �� . _,,� �� � � � � ���, 102 � �, , i � i'� � � i!��---i-- i '� - FT 102 _ , ��� � � ���� �� � � � � � I. , ,,, � � i , ,_ , _ ._._._ _. ._ ._� : _ _ _ � !_.. _... ! �' �_._ . � � _ � � � _ �_ - __ _- . I I � I I � � , �� , _ �, � I � I � i__ __ _ ___ _ - i i � i i i_.. _.._i_i_ . i_i _._ i i , I I � i � i � � � � 1��� i i i i � i i i i __ _ ___ i i i i i � i � � � i i_. - = 2//7//7 , - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ � � _ �- DAT E OF SURV EY _—�-_-�_� �- � � � I I � �__:�,_. � �'-_ 1 _ � ;- , , � � �_. : _i $ _ i i � � � � � i � � � __ __ . _ _ __ _- I _ I i I i i I .- � ._ _ _ _ _ _- _ I . _ _ ' ! _ _ � -- -;i . .. i _i I li I I I i i I'i �°_, -'- � ii i i_ __i _ _._ i i i i _ i i i i, ; � - W.S. ELEV AT lON , _ _ _ � I �, I �__.. � : _ � � � � � � � � � � � _ o�,-, � - � � � �-� � �-_ ___ _- __ _ _ _ ___i __ __ _ - _— � � � - :_ _ 115.7 FT � r , _ _ _ _ , , , , , : _ _ _ AT DAT E OF SURV EY , --�� 98 ��� ��_ _ __���� �, _ � 1=F-_ _ ; ��� ��� � � � 98 ' � �� `L _. _._ . . � ��T '= i ` '. . '. , . '. . i i i , I i I i � i ' ' , , . . I , . . i , I j i � C"\J�ii 1, . ���. . . �I . . . � . . . . �I . . . . . . i . . . . . . . . . I . . . . . . II . . . . . . . . I . . . . . . . . . II . . . . . . . . I . . . . �. . . . . II . . . . . . . . I . . . . . . . . . .. . . . . . . . . . . . . . . . . � . �, . . i �.. . . . �, �. . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . �� V i_i I W F�i � ' `�'`� ''�� 11 12 13 14 15 16 i , i� �_ i �� �n i i L i i i i '�� BEGIN BRIDGE� � \I �ND BRIDGE O �� �O I � ,-'� PROJECT REFERENCE NO. SHEET NO. � � —� — ST A l2 +8/.3/ W —L � _ ; ' T A l3 +93.69 % , , BRIDGE N0. 770026 /7BPo6oRo77 4 ' - � //0' ; �� _ ��/ � �. �� � _- � , ,' ' . i • TYPE-III ' , / fLW SHEET NO � I� �� � � _ i �. �` TYPE-III � �..- _. _ ,,- � _ ��_�� �-�T� � - - ��;� _- -�_�-' ROADWAY DESIGN HYDRAULICS � � I ' ENGINEER ENGINEER �S_ _� i �S _ �--- i --�-----� ��,\ �� _ ,�,j' - -- -- -- - � � � , �a� � � � � - � _ - - - . \r���,_ �, ,� � �,� - � O o � � � I I O N �. � �� �� � �, . -���� . ,,_,� = ' � � I � ol � � � _ JAMES & BETTY D. BRITT i \ � � c� - I� O 0� I � . 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EX R/W � END APPROACH SLAB Prepared in the - 41.00 LT /`(] � � '� � � ,,-, -. � �,� Office of: ������� ��504 M odow ands D �ve� 116.5� —L STA 14+05.UJ ❑°�'�"""°E"�"EE"'"�'E""'� (gl9) 732-3883 -(919) 732-6676 (FAXI I I I _ ��� � - iti ��- BEGIN $ ,� �� � �� Htuseo�o�gn, Nc 2�z�a -F �F T - �_ T, fi �fi -l� � 'F � � � � � � � � ��� � � � � ��� �� - � �� END PROJECT �, �_� , -� E E E ' � i��l ' � i-� � � �=i � � � � � � � �� ��� + 57 +/- -L- + 90.00 L I i , T ��' � I�, I I � � I�J I� � I � a 0 � � ��i �l � � �� � � � � � fi �� ,,z =fi � � � ���T - � " �- EX RNv �� ' i I�� �; U M WILLIAM & GAY C. 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I i i DAT E OF SURV EY 2/l7/l7 — �_ _�_� � � — � � � i _ _ _ - _ _ _ _ _ _ _ _ _ I � _ . _ _ �_ � . _ �_ : � � I� � i i I li � I i li I I � �--.�I- i i i_- ! � I._ �. _ I I I I i�I�i -�_ _ _ _ I ' � . . . I . I I I . . . . .. . . .. . . .. .. . .. .. . .. .. . . .. . . .. . . .. . _ .. _ . . . . . I I I I I I , , � —� � - � ,�,I I I�. ., . . .. .. .. I�I I��I', ,',I � I ... . . I._.�_ . . . . ..�_ . . . . _ ! I . . — .. � � ! . � �°�� _ '� � i. . i i — — -! — —._ i -. i : - : — _ _ __ - - -:- - _ - - I - i - -i _ _ I i i i. i W.S. ELEV AT lON , _ �, � � L, - �_ � � _ _ � � � � � � ��� � � � � — o� _ _ __ __ ___ _- : __ _ _ _ __: ___ � __ __ _ I— -- —__�. —. . . :_— _ � _�-, � � ������ � � ,, r, , : . . , :_ � _. _ __�: , , , � --�� 9 8 ��� � � ���� �, _ I �__ __ , � � �- I � I- _ , AT DAT E OF SURV EY 115.7 FT 9 H ' � �� `L � ��T '= i ` '. . '. '. ., '. i i i I i I i � i , I i i I 1 I I.I i ��11 � � 1. I I i i i� i �� i �� i � � i . . �� V i_i I W F�i � ' `�'`� ''�� 11 12 13 14 15 16 i , i� �_ i �� �n i i L 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) (tt) (tt) 1 13+02 TO 13+72 @60', 1@55' 21" CORED SLA < 0.01 < 0.01 42 1 12+47 TO 12+87.33 Roadwa < 0.01 < 0.01 < 0.01 1 13+72.49 TO 14+14.27 Roadwa < 0.01 < 0.01 TOTALS": < 0.01 < 0.01 0.015 < 0.01 < 0.01 0 42 0 'Rounded totals are sum of actual impacts NOTES: 6 Piles (HP 14x73) = 1.2S F per pile X 6= 7 SF Excavation in Wetland Impact Areas = 274 SF Permanent Fill in Wetlands Area = 94 SF �