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Home My WebLink About20171549 Ver 1_B5712_Permit Drawings_Preliminary_20170719_20171201Carpenter,Kristi From: Sent: To: Subject: Attachments: Follow Up Flag: Flag Status: Did I send you this one? Steenhuis, Joanne Friday, December Ol, 2017 7:45 AM Carpenter,Kristi FW: B-5712 / Bridge 250042 / Gum Swamp / SR 2030 / Cumberland County B5712_Permit Drawings_Preliminary_20170719.pdf Follow up Flagged From: Rerko, James J Sent: Thursday, November 30, 2017 8:10 AM To: Hair, Sarah E SAW (Sarah.E.Hair@usace.army.mil) <Sarah.E.Hair@usace.army.mil>; Steenhuis, Joanne <joanne.steenhuis@ncdenr.gov> Subject: B-5712 / Bridge 250042 / Gum Swamp / SR 2030 / Cumberland County Liz / Joanne Attached is the permit drawings for Bridge 250042 over Gum Swamp along SR 2030 in Cumberland County. Please be aware that a PJD has been issued for this project, SAW- 2016-00751. The project proposes minimal permanent wetland / stream impacts, <0.01 acre fill (195 SF), 0.02 temporary fill (1000 SF), and <0.01 acre excavation (24 SF). In sending these plans I have noted to the consultant that the project number is wrong and it must be revised, i.e. B-5706 to B-5712. Please confirm that the project is a non- reporting Nationwide Permit #3. 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��, ��1�.`.��, North Carolina Department of Transportation ,��'�r �-0'=� 5 � []1'11"1�Yc� f�?` ,,.,., .., , Highway Stormwater Program ��'- ;� STORMWATER MANAGEMENT PLAN �=�,.��'' (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: TIP No.: B-5712 County(ies): Cumberland Page 1 of 1 General Project Information WBS Element: TIP Number: B-5712 Project Type: Bridge Replacement Date: 5/30/2017 NCDOT Contact: Jon Moore, PE Contractor / Desi ner: Sun ate Desi n Grou , P.A. Address: Hydraulics Unit Address: g05 Jones Franklin Rd 1590 Mail Service Center Raleigh, NC 27606 Ralei h, NC 27699-1590 Phone: 919 707-6738 Phone: 919 859-2243 Email: 'Imoore6 ncdot. ov Email: er sun atedesi n.com Cit /Town: Aut ville Count ies : nd River Basin(s): Cape Fear CAMA County? o Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.10 Surrounding Land Use: Agriculture, forest, an t residential Proposed Project Existing Site Pro'ect Built-Upon Area ac. 0.47 ac. 0.23 ac. Typical Cross Section Description: Two 11' wide paved travel lanes with 3' paved shoulders (6' with guardrail) an "1 fil Two 9' wide travel lanes with grass shoulders. slopes. Annual Avg Daily Traffic (veh/hr/day): Design/Future: Existing: 630 Year: 2017 General Project Narrative: The North Carolina Department of Transportation (NCDOT has p d eplace Bridge #250042 on SR 2030 over Gum Swamp. The proposed two-lane structure is a dual (Description of Minimization of Water span bridge (1 @40' and 1@60') with apre-cast concrete ab ec nd 2'-6" end-bent caps. The proposed bridge will not have deck drains. Gum Swamp is in a FEMA Quality Impacts) limited detailed study area and non-encroachment wi a s ' ed. Regulatory floodways are delineated on the FEMA FIRM. This project has been designed to minimize impacts to wetlands and surface-waters. The os oa way grade will match the exisitng grade to the maximum extent practicle. 3:1 side slopes have been utilized to minimize impacts. Roadway drainage across the bridge be ollected and discharge to a riprap dissapator pad for discharge velocity control. There are no existing roadway ditches at any quadrant of the bridge and as s none are p posed. Waterbody Information Surface Water Body (1): Gum Swamp NCDWR Stream Index No.: 18-68-12-6.5 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A 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 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) WBS Element: TIP No.: B-5712 Count ies : Cumberland Pa e of 1 • � � V W O QC � � � • � � V � � O V See Sheet 1A For Index of Sheets �� see sneer � e For con�e�r� o�oi symeois 1T� 1T �i l� � 1T � 1� � 11� 1i�Tl 1T ((� 1T�111�i �i 1Y � 45660.3.1 45660.3.1 RIGHT OF WAY PLANS SUBMITTED: 06-21-17 SUBMITTAL #042-5012 TH7S PROJECT IS NOT WITHIN A MUNIC7PAL BOUNDARY. ccEanrNc ox rErrs rno�scr sxacL aE rexFonntEn zo DESIGN EXCEPTION APPROVED FOR MINIMUM HORIZONTAL CURVE RADIUS THE LlMlTS ESTABL7SHED BY METHOD !I. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� SMITH-ROWE, LLC �� STV Enginccrs, Inc. 1500 Penmeter Park Dr., Suite 1_0 �� M rnsville, NC 27560 NC Llcense Number F-0991 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED Fox THE lYCDOT BY: HYDRAULICS ENGINEER STV ENGINEERS, INC. SUNGATE DESIGN GROUP, P.A. $Q 25 � S� �� I500 Perimeter Park Dr., Suite. 120, Morrisvi[le NC, 27560 --- �� I ADT = 630 NC License Number F-099I eos �ouEs FRnNKUN aono �(� �Oppyy LENGTH OF ROADWAY PROJECT B-5607 = 0.076 MILES � Rn�eicH NoarHcneouNnz�sos y�� Qgo PLANS V — 5O MPH 2O12 ST9NDARD SPEC7FICATlONS NC COA N0. C-0890 �Q ��o T = 6%* LENGTH OF STRUCTURE PROJECT B-5607 = 0.019 MILES n�. o D rJ0 2rJ O rJQ �oo SIGNATURE: q , TOTAL LElVGTH OF PROJECT B-5607 = 0.095 MILES RIGHT OF WAY DATE: BRIAN K. LUSK, PE o JULY 19, 2016 reo�scr sxcrxEsn ROADWAY DESIGN � PROFILE (HORIZONTAL) * a o ENGINEER D�� Q�Q TTST = 3/o, DUALS = 3/o p Qo l0 5 0 i0 20 FUNC. CLASSIFICATION: LETTING DATE: WESTON D. MURPHY, EI �� ppQ�g / j MINOR COLLECTOR NCDOT CONTACT: VIRGINIA MABRY J U LY 19 � 2 O� 6 E'ROJECT DES7GN ENGINEER Priority Projects Unit PE PROFILE (VERTICAL) SUB REGIONAL TIER s,cNAr�xE: 145 135 125 115 105 95 85 � � d m 75 a � E 65 a � N a �eS � DENONE WETLANDTION � DURFOACE WA ERTS IN � DENWETLAND IN � M A�CTSSINE SURFACE WATER F��TL� DENOTES HAND � DENOTES TEMPORARY ��4 CLEARING FILL IN WETLAND \ \ \6\\ , �� , � \��'i� �, O � � �= F.� EMMANUEL UCHE �� /O < �� i/ � � �T� O p , \ � / � _ � � i � � \ � aJ �O Z �� _x�s � �� _ i- - . /� � q / WO DS � k so� 2s o so� �oo� �� SMITH–ROWE, LLC SCALE: 1"=100' ��r � � STV Enginccrs, Inc. v 1500 Perimeter Park �r_, Su�ite l20 Morrisville, NC 2]560 � NC License Number F-0991 � DETAIL 1 TOE PROTECTION � "°„° �°°'a, BRIDGE "250042 P �s� Narural �o S��pe �.o�nd � �"� F�� I I �d N d=2 Ft. 6=2 Fi. Geotex�le TypeafLiner= C1A55'B'Rp-Rap NAD H ?O�� FROM STA.12+31 TO STA 12+50 -L- RT �� ,., � \ _ \�� \ � i i ,,� /� �j \ y \p�; �\��\ �\ �� \ � H ND CLE4RIFfG /TEMP FILL I �� TEMP. SW Y � v�\ �'� �\\ e�o\�� f \ � - WET Np�� ' y. IMPACT Si1TE 5 HAND CLEARING � . � � -- � f � ,.�: � � . id �, � � �� '� O p�� % JL1DY HERRING �j� �;- / POND R ��99� � �� Z60.00' — —N O5°2� DESIGN F DESIGN h BASE FR BASE MN � r- PROJECT REFERENCE NO. SHEET NO. B-5706 4A RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 9 � �'` \ o F .. � EX,� dJ R ., - � R � TEMP. F L IN __ F � 30� . - --. � " WET DS , _ _ _.� _= `__ � � y �4� � as , zo � ' , s - - � �� W j \ GA7E P � ��E Ro WETLAND _ � PE&M SNS ... - - F : .., _ _ . . _ _ p � �_ � F " R -- ,i ;f IMPACT - __ � �, PERM. FILL IN ' ' a B� o AOLLOIro-BAlWE ROAD —' I .. ' __ � 1 I o lSR 2030J 70 SR 2027 � I . �RM FILL—N — - . — _—_ — - ^.� o � — i €FL4ND ` _ _ a — _ EAVEF DAM ROl � B t .,� — o� E 1 � � � r� E�� N� R,w ` �_� I ; -F � ,, , � � � � � �� SITE 4 6 �� ,, ''�F .^ � � � _� _ SITE 3 ;I�I � , . I ; � L ERRING �� ` �, � , �, , � � � ti'� .... �— . ..... �..... N: - CLEARING �� .. -.._ .� .. .. � ,�P E' . -- — _ _ — _ N � °j WOO�S W TLAND�N � TEMP.-F1L'L �M1I T E PUE� PUE m � ` II . �a PU� p�� HAND GLEARING . I S OS°3p�pq• yy � � � PUE PUE P esa.e6� � � � pUf - _- . WOOD WOODS — — 'DR ULIC DAT = 2 YRS ION = 97 FT _ l YRS �N = 97 FT UfN = < 00 YRS 4T10 = 9 FT B 15+77 0 -L- _y = FT 11 12 13 14 SHERICE V. ALLEN \ 15 16 17 18 145 135 125 115 105 95 85 75 65 � 6 � DENOTES EXCAVATION DENOTES IMPACTS IN IN WETLAND SURFACE WATER F F DENOTES FILL IN DENOTES TEMPORARY WETLAND IMPACTS IN SURFACE WATER DENOTES HAND DENOTES TEMPORARY CLEARING FILL IN WETLAND �J V �` � �J�J\ \ � �.. \ \ \ \ \ � \ � �, HAN D C LEARI N G -_ �-, �- T -- � � � � � � � `. � � � � � �� , , �_ � _ � , , ------ — �— � ------ �� -- � �� , � �� : � � � � _ , . , ,-- - - �� , _ , , �, �- , - �\ __ �___--__ �� , __ __ , ��; � � _- _ , _ --- � � _ - \ � -`�� - - � � �� -i , - - � �� i � � -, , -_�- -- -. � � H� � � �� L� -- :: ,� -- , �- �� /D , � - -- -- GE , �� , > � , � - � � � .. � � � „ ,�� S� 20.3 - E S R _ � �� _ ,.�, -- � - -- _ �� - - - - - -- /� - � - � -� �� , \ _- -- . . - , �,� �� PERM. FILL IN �' ,� �,q T� ,� , �� ;; �r : WETLAN D � � -- , , _ i i � �, � ,`� � � �� i � i �� ,�'. � ., � , �, i �I�� ' � - �� ` � — — . � � — _� �� ,� —_ - - � � � `' � i � , � , . , � , � �� , , , ,. � , - � � , -' � � � ! � � , , - ___Y , , ,. _l � / �, � , -- r % �� i � , � � - - , � � � � \ � � � , � 1; i � � � � � � i � ��. �`� � � � � i i � �' _ i i � �, _ — _ �� ' � , — - - - � � � - , -'- PROJECT REFERENCE NO. SHEET NO. �� SMITH-ROWE, LLC e-5�7o6EET No. 48 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��r � � STV Enginccrs, Inc. V isoo Pe��mete� Pa�k o�_, s��te �zo Mo�r�s��ue, Nc vsea NC License Number F-0991 BRIDGE "250042 DOCUMENT NOT CONSIDERED FINAL NAD S 2�� UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 4 OF 9 ; � TEMP. F I LL I N WETLAN D ' , _ EXCAVATI O N �, � � �� v ��' � � �, � ��,� �v�� T M T �� - � , � � �: , ; -� -- �� i � � ;� �,, i � � i , � � � � � � , �� ' I ;! I , , ' ' ', i � ' � � � / � , , ��, � � � � � � �� i � � _ � � �,� _ - ' � � �-r- - �� _=`� , - - �\\ �b � � � `�,A �, � ��; `' � � i � ' i ` , i I i , � % � i ;' � � ` �, � mi �� , _ , I, � -; � , � � / , � � �, � `� I � Ig � � t � '� 6 �� -, , \ � l � � � � I � i 1 � /; � I I i �,_ � j � — / > �� i , , � , � � � _� � , � � / � � � '�' �� ; � �, , ,, ,, ��.� , � � , � _ �i � m � I\ m� i E �� ' � � � � -� _�=� � � � __ _ � WOODS � HAN D C LEARI N G r� �--- �,� � �, � ', I � ''� \ \ il' ' ' \zo ,o� ,Q� 20� � � � � � / SCAL : 1"=20' � DENOTES EXCAVATION DENOTES IMPACTS IN IN WETLAND SURFACE WATER F F DENOTES FILL IN DENOTES TEMPORARY WETLAND IMPACTS IN SURFACE WATER DENOTES HAND DENOTES TEMPORARY CLEARING FILL IN WETLAND I_ TEMP. SW � IMPACT � �, � �, ..� � _� -_ _ , �; ��_ �� . , .-__� �. , t_/ _ �c-- ,-� � — -- � - �o ---- - - P E RM. SW �� SMITH-ROWE, LLC ��I � � sT� E��;��s, r��. isoo Pe��mete� Pa�k o�_, s��te �zo Mo�r�s��ue, Nc vsea NC License Number F-0991 BRIDGE "250042 PROJECT REFERENCE NO. SHEET NO. B-5706 4C RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL NAD S 2�� UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 5 OF 9 HAN D C LEARI N G � � � TEMP. FILL IN WETLAN DS i ,, � --_; -- -- -- -- - -- � � � .� ---�- J - - � - - - - - - -- � --- -- --� — � ; -- - - - - -- ---- � � -��. - IMPACT - --- - � K�t��I� 0 l8' BST o �S, � PER . FI � _---- - � -- � - ��-', � - - --- W ET LA -- ---- - _ - _ -- - � _ - - - - ---- , -- - -_ _ -, -- -- ---- --- -- -- - _ - - .�--- - -__ - - - - - - �� - - - - - - -- ---_ - - __ _ -- - _ -- _ _ _ � � , - _� - ---- � �-- ---- - - -- ., --- - � � �� -i , _ _ - 2 EXISTING R/V � � ,, ��i � � � � � �_� � � I�Dq To HERR N ,G �� HAN D C LEARI N G TEMP. F I LL I N WETLAN D E _- � ---�__� 20' 10' 0 20' 40' -SEAk€:-L'_�0' O 2.$ S PROI.REFERENCE NO. SHEET NO. � B-5706 X-1 5 5 0 5 0 5 0 5 30 25 20 1 1 1 1 20 25 30 5 0 5 0 5 0 5 0 5 SITE 2 IS BETWEEN 13+00 AND 13+50 -L- LT P R I WIN 0 0 0. 30 � S EE F 9 — :� � _ , __ ga 9� � - 13 + 0.00 - - _ _ _ H ND SITE 1 - ' ' ' ' C EAR NG r 0.0 0 0. 30 Z o 3� -- 3.J W � — — 99 04 00 �2 + 0.�� 0.0 30 4: _ — — � + 0.�� 0. •7:1 — � /— --- � � + �.�� — _ -- — — — —� _ -- / l0 0/3 �� + . � � 5 0 5 0 5 0 5 0 5 30 25 20 1 1 1 1 20 25 30 5 0 5 0 5 0 5 0 5 O 2.$ S PROI.REFERENCE NO. SHEET NO. � B-5706 X-2 5 5 0 5 0 5 0 5 0 25 20 1 1 1 1 20 25 30 5 0 5 0 5 0 5 0 5 P R I WIN S EE F 9 . 3 �• I 3 �� - � _ - 15 + 0.00 - ' 3:� 9 08; � 14+ 0.0 SITE 4 IS BETWEEN 14+00 AND 14+50 -L- RT 0 - 88 88 - - - � -- - - -- - � � 9� 32 ' TE P. FILL I E LA D � � 0 Z SITE 3 0 o. o e ee e ee ee 13 + 0.00 � � SITE 2 IS BETWEEN 13+00 AND 13+50 -L- LT BE �N BRID E 13+28.3�% 5 0 5 0 5 0 5 0 5 30 25 20 1 1 1 1 20 25 30 5 0 5 0 5 0 5 0 5 O 2.$ S PROI.REFERENCE NO. SHEET NO. � B-5706 X-3 5 5 0 5 0 5 0 5 0 25 20 1 1 1 1 20 25 30 5 0 5 0 5 0 5 0 5 P R I WIN S EE F 9 � � S ITE 5 ET N S +. A LEA IN � � •6:1 m � � � � •8:1 3• � i � _ - , � - - 5 0 5 0 5 0 5 0 5 30 25 20 1 1 1 1 20 25 30 5 0 5 0 5 0 5 0 5 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) (a (ac) (ac) (ft) (ft) (ft) 1 12+42 to 12+91 -L- RT ROAD FILL. / E&SC < 0.01 < 0. 2 13+03 to 13+34 -L- LT BRIDGE EXCAVATION / E&SC < 0.01 < 0.01 3 13+08 to 13+50 -L- RT ROAD FILL / E&SC < 0.01 0.01 4 14+13 to 14+52 -L- RT ROAD FILL / E&SC < 0.01 < 0.01 0.01 5 14+10 to 16+20 -L-LT FILL / IMPER. DIKE / E&SC < 0.01 < 0.01 <. 1 0.02 0.03 15 15 SUB TOTALS *: < 0.01 0.02 < 0.01 0.02 0.02 0.03 15 15 *Rounded totals are sum of actual impacts NOTES: Interior Bent Permanent SW Impacts = 11 s.f. Site 1: Perm. Fill 13 s.f. / Hand Clearing 316 s.f. Site 2: Wetland Excavation 24 s.f. / Temp. Fill 73 s.f. / Hand Clearing 138 s.f. Site 3: Perm. Fill 106 s.f. / Temp. Fill 541 s.f. Site 4: Hand Clearing 182 s.f. / Temp. Fill 213 s.f. / Perm. Fill 42 s.f. Site 5: Temp. SW Impacts 1500 s.f. / Perm. SW Impacts 955 s.f. / Perm. Fill 47 s.f. / Temp. Fill 173 s.f. / Hand Clearing 188 s.f. sed 2013 10 24