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Home My WebLink About20160436 Ver 1_Application_20160503Carpenter,Kristi From: Coggins, Tony C Sent: Tuesday, May 03, 2016 6:50 AM To: Ridings, Rob; Tom Steffens (Thomas.A.Steffens@usace.army.mil); Carpenter,Kristi Cc: Clarke, William M Subject: Permit app for 3 bridge replacements Attachments: Attachment L Nash 37.docx; Nash#37_PermitDrawings.pdf; 970143_Permit Drawings.pdf; Attachment L Wilson 143.docx; 950056_Permit Drawings_Combined_ 20160329.pdf; Attachment L Wayne 56 .doc; Attachment G.doc Follow Up Flag: Flag Status: Follow up Completed Need anything else or have any questions let me know. Chad Coggins Environmental Officer (Div 4) North Carolina Department of Transportation 252 296-3529 office 252 717-8699 mobile tcco��ins@ncdot.�ov 509 Ward Blvd. PO Box 3165 Wilson, NC 27895 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 1 Attachment G: Low/Minimal Impact Bridge Project Data Sheet � TIP NO Div Managed Div. Managed Div. managed 2 WBS Element No. 17BP.4.R.73 17BP.4.R.75 17BP.4.R.68 3 County Wayne Wilson Nash 4 Bridge Number 56 143 37 5 Description Great Swamp Whiteoak Swamp Crooked Swamp 6 Basin Neuse Neuse Tar-Pam 7 Classification C Sw NSW C Sw NSW C NSW 8 Stream SIN 27-86-9-3 27-86-11-7 28-79-24 9 Type Inland Inland inland 10 Size 20' 31' 35' 11 Type 4 span 2 span 2 span 12 isting Structur Size 69'LX25'W 36L'X25'W 60L'X25'W 13 Suff. Rating 28.47 63.75 28.04 14 roposed Structur Type 2 span 1 span 2 span 15 Size 100'LX30'W 65'LX30'W 82'L X 30'W USACE LF 16 LF temp impact for ditch 0 0 16 Stream � � tie-in 17 NCDWQ Impacts (LF) 0 0 0 18 USACE Impacts (AC) .03ac HC .02ac MC .01 excavation, .01 HC, .01 MC 0 19 Wetlands Non 404 Impacts (AC) 0 0 0 20 CAMA Impacts (SF) 0 0 0 21 NC DWQ Buffers Impacts (SF) BZ1 2752 BZ2 960 BZ1 3057 BZ2 1141 BZ1 2403 BZ2 685 22 Buffer Applicaton Required (>40 ft) (Y/N) Yes Yes Yes 23 State Stormwater Permit Required (Y/N) No No No 24 Habitat No No Yes 25 T&E Species Present No No No 26 Bio Conclusion No affect No affect MANLAA 27 Moratorium Type No No No 28 Dates N/A N/A N/A 29 Native/Hatchery No No No 30 Trout Species Present No No No Trout Waters 31 Trout Conditions (Y/N) No No No 32 WRC Reviewer No No No 33 CAMA AECs No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 34 Essential Fish Habitat No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 35 Nav. Opening No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 36 USCG Permit No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 37 Historic Properties No/HEU Confirmed No/HEU Confirmed No/HEU Confirmed 38 Archaeological Resources No/HEU Confirmed No/HEU Confirmed No/HEU Confirmed 39 Tribal Lands No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 40 4(� Resources No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 41 6(� [LWCF] Resources No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 42 Wild and Scenic River No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 43 Federal Lands No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 44 NA Area No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 45 FEMA Buyout No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 46 FEMA Flood Study MOA/Hydro No MOA/Hydro 47 USTs Haz Mats No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 48 Relocatees No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 49 LAT 35.5513 35.7216 36.13337 50 Location LONG 78.0603 77.7499 77.8809 51 Project Comments • n Completed by: ( � �� [,�'�,.'( ��/�r- 5/2/2016 Division Environmental Offi r Date: �� G��,�,�•�}�. North Carolina Department of Transportation �iclrlt]AwcttC'f�. ' _, . , Highway Stormwater Program �•" STORMWATER MANAGEMENT PLAN (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: 17BP.4.R.68 TIP No.: SF -630037 Count (ies): Nash Page 1 of 2 General Project Information WBS Element: 17BP.4.R.68 TIP Number: SF -630037 Pro'ect T pe: Brid e Replacement Date: 2/12/2016 NCDOT Contact: P. And Jordan, PE Contractor / Desi ner: Mulke En ineers & Consultants - David P. Bocker, PE Address: 1590 Mail Seroice Center Address: 7500 East Independence Blvd. Raleigh, NC 27699-150 Suite 100 Charlotte, NC 28227 Phone: 919-707-6729 Phone: 704-566-4342 Emaii: pa'ordan ncdot. ov Email: dbocker mulke inc.com Cit /Town: Count ies : Nash River Basin s: Tar-Pamlico CAMA County? No Wetlands within Project Limit5? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 530 LF Surroundin Land Use: Rural Proposed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.3 ac. 0.3 ac. Typical Cross Section Description: Bridge Replacement - 30' Bridge Width (Out to Out) Existing Roadway - 2@ 10' Lanes Roadway Approaches - 2@ 10' Lanes Annuai Avg Daily Traffic (vehlhrlday): Desi n/Future: Year: Existin : 350 Year: 2012 General Project Narrative: The project consists of the bridge replacement of Bridge #630037 over Crooked Swamp in Nash County. The proposed stormwater runoff from the proposed bridge has been (Description of Minimization of Water conveyed to a storm drainage system that outlets outside of the buffers and then provides treatment of the stormwater via a small grass swale. It should also be noted that there Quality Impacts) are no deck drains and thus no direct discharge into the creek. Waterbod Information Surface Water Bod 1: Crooked Swamp NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Prima Classification: Class C Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: Impairments: A uatic T8E S ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Pro'ect Includes Brid e S annin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? N/A 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 0 , TO WARD RD. BEGIN STATE PROJECT 17BP.4.R.68 —L— STA. 11 + 00.00 �� LOCATI01�: REPLACEMEI�T OF BRIDGE 37 OT�ER CR04KED SWAMP 41� SR 1501 (L01�ESOME PI1�E RD.) TYPE �F WORK: GRADI11tG, DRAI11lAGE, PA T�I1�G A1�D STR UCTURE N O WET�AN D SITE 1 ��- �, ,;�;. ...� GRAU-350 BEGIN APPROACH SU B -L- STA. 12 + 73.56 BEGIN BRIDGE -L- STA. 12 + 85.5 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. E �� GRAU-350 GRAU-350 -L- STA. 13 + 79.44 -L- STA. 13 + 67.44 �ERMIT DRAWIIUGS SHEET l 0� 4 04/05/20/6 OR SURFACE WATER IMPACTS � , TO SR 1510 END STATE PROJECT 17BP.4.R.68 —L— STA. 16 + 30.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared for: Prepared by: HyDRAULICS E11tGI1�lEER GRAPHIC SCALES DESIG11l DATA PROJECT LE11tGTH HIGHWAY DI VISI01� 4 50 25 0 50 100 ADT 2014 = 310 so9 Ward Brvd. aoa� Wilson, NC 27895 0� � C�', LENGTH ROADWAY TIP PROJECT 17BP.4.R.68 = 0.085 MILES 2012 STANDARD SPECIFICATIONS �Q�� `�oQ PLANS FUNC CLASS = LENGTH STRUCTURES TIP PROJECT 17BP.4.R.68 = 0.015 MILES o a P.E. LO CAL SIGNATURE: r � 50 25 0 50 100 TOTAL LENGTH TIP PROJECT 176P.4.R.68 = 0.100 MILES RIGHT OF WAY DATE: �' � _ XXXXX, XXXX L. KEVI N AUSTI N, PE ROADWAY DESIG11t �'�, a PROFILE (HORIZONTAL) SUB REGIONAL TIER PROJECT MANAGER E11tGI1�EER �� oQ�Q STEPHEN C. BROWDE, PE o� ��p��Q � O J� O � O Z O LETTIIIIG DATE: ROADWAY PROJECT DESIGN ENGINEER XXXXX� XXXX PROFILE (VERTICAL) NCDOT CONTACT P.E. SIGNATURE: �� N.�ME� .�NI� .�sI)�RESSES R�FERENCE N�. N.�MES 1 2 3 � .�DI)RESSES r� GLENN GRIFFIN JR AND 2990 LONESOME PINE ROAD WIFE CAROLYN TAYLOR GRIFFIN �'►�HITAKERS, NC 27891 EARLEAN FOREMAN KIRK R RUNDLE AND WIFE TAMMY L RUNDLE JAMES BENJAMIN BRADDOCK AND WIFE JENNIFER ANN BOUDRA BR.°�DDOCK 2957 LONESOME PINE ROAD WHITAKERS, NC 27891 3001 LONESOME PINE ROAD WHITAKERS� NC 27891 3110 LONESOME PINE ROAD WHITAKERS, NC 27891 PERMIT DRAWINGS SHEET 2 OF 4 04/05/20/6 I I I ; � PROJECT REFERENCE NO. SHEET NO. , � � � I � A LYX l7BPe4eRe68 4 ; � � ENGINEERS+CONSULTANTS �y�/ SHEET NO. ; BEGIN BRIOGE END BRIDGE -L- STA./2+85.56 -L- SlA./3+67.44 6750TRYON ROAD ROADWAY DESIGN HYDRAULICS i CARY, NC 27518 ENGINEER ENGINEER BEGIN APPROACH SLAB END APPROACH SLAB phone:919.851.1912 -L- STA.l2f73.56 � -L- STA.13+79.44 CALYXengineers.com � ; ; GRAU-350 „� GRAU-350 , NC License # F-1333 �y,/ry �ry 7ry �y^ � Formerly Muikey Engineers & Consultants � 1\ I 1, �� IH IH �� 1\ I\ JL �I `� JL Jl �� JL/ �� JL LJ 1 11 �I U � —L — TY E III b PE I o N DO N�'T US� ]F�Ft % W AC�UISY'Il°d�N j GRAU-3�0 7�` 29� 42.�� E TYPE III � PE II� o �� GRAU-350 ll�� N�'J[° �JSE F� C�NS'I°1f8UCTI�N � � � BRIDGE / ROADWAY RELATIONSHIP � � � S E E S H E E T S-1 T H R U S- DOCUMENT NOT CONSIDERED FINAL � BUFFER IMPACTS � F O R S T R U C T U R E P L A N S UNLESS ALL SIGNATURES COMPLETED � � . � � _ N Z � > w � �661 92 a � \ � BA NES AND�C RP ATI a _ DB 2170' G 7 �b/ � BM#I J e 869,q8 a Ee ,33�057 ELEU=146e49' Pp � �� _ i _in/r1. : � —L— J/ GRAU-350 � — —� — � '� RNES LA COORP ATION ,�8� 21 0 PG 769 s/ , H./LT0.7..7b —L— Jl H.IJTb/.�F�i H SLAB END APPROACH SLA �6 � —L — ST A. l3 +79.44 � GRAU-350 TYEIII b PE lo �.�� E TYPE III � PE II� �i' GRAU-350 � BRID�E / ROADW AY RELAT IONSHIP SEE SHEET S-1 THRU S- � FOR STRUCTURE PLANS � � / - I. CALYXr�� ENGINEERS+CONSULTANTS 6750 TRYON ROAD CARY, NC 27518 phone: 919.851.1912 CALYXengineers.com �" � NC License # F-1333 Formerly MWkey E�gineers & Consultants � �� I EEI--! �i � � � _ �E� � / �� ' G �� N Z`' / O� � �� – �' a/� SITE 1 ��_> — � ' .� '� �, \ �: / i33 � ,� �'3`' . � a�. � �� i \3� �� END BRIDGE � BEGIN BRIDGE —L — ST A.12+84.0 —L = ST A.13+69.00 Z" °` > /�,�- ` r—�: BEGIN APPROACH SLAB' END APPROACH SLAB "` =" �''?, —L — STA.12+72.00 —L — ST A. l3 f8/.00 � I �� Mu ` � � �' ^ \ O 7 O v e �,� fE:- //�//� � / ��4 � �i � 'J � �' G � + � � _ `'` " � �� .' � � , �'� � �� _,- � I�� _� �� '� / ' i \A/�� ORY DIT�y O � � � �e� / , m � � � � � � � :_. � � � � ��ri m � � � � � _ � A LE G �FIN ,7R� A �c � +45 0 � ,1"� � O E C,R�I N T�YI_�R GRIF .— D 45. + 5�00� %'�� 30. .00 ES B`NJAMIN BRA�Ck i��Vu - ,,� BEGIN CONSTRUCTION q� 00� EX. / �EX. �W ti�IF EN�R ANN B RA BRA OC! y;� / �. —L— S%,q, ll�'�0,�� 30.00 W N 10 00 � �� DB 267 G 244 � (EX. R/W) N � 40 00 c, ,_ r, REMOYE EX. PIPE ; J �` rv 3.00 � �' � � CLk�S B RIP RAP� ' ODS � �m, RETAIN 15" RCP—IV X R/W) EST 1 TON / � � // � EX. PIPE � � � � ,< � _-�--EST�_.S1f=CiC�EjCTIt� / � G�� \,...�� . .. . .. . `'; �Jrn RCP-IV 0 0 / �y . �X � � � T C .::�� zei ad�4 � a ` � `- C _ _ F_ _ _ — — x '�'yy� r,u �.�. F C — — _ /0 �RAU-350 F ---------- F ___— -----�� ! � � ,,—�`�RAU-350 Gi � _� _--- - a:� S 70° 57' l.9„ 7/° 29' 42./" E� o-L - 040 0403 '� E�� ',x PE �� o �..�, �� o GRAU-350 2G1 2G1 �TYPE I I PE III o -L - �y SR /0 __,:,� -- � , _ _ -� :I _ _ - - — - --- - : F '�� 139 L. �O� �_ — — � � . . � r ee�;,� � �£''� � GRAU-350 8 ------ F � ------ �- _ ,. � - r�;�/ � ----- � 040 �� -----------F -- E� � Z GA E ; , � � �� ii Kxx�`TT� , � � x _ � o � � ;� : �RETAIN � 15" �IV S�� i xx� ' X ��:� �, �.-: :�,s''u- � � �.'�.� , u .�� '�' � �� 9� — � o ; � /EX. DITCH� ' , � , , ��. � � " -- _ - 4J S �—.._ __ I � s� � RETAIN EX. PIPE G�� ; �J� � w � � � \ ��,�13�— -��' \ - � \ �- � ; ; � � C SS B RIP R/+�P , � + 5.00 �, � �a _ W00 S , . ,9� ; ; ~ �.� EST 1=TON� 4 ��00 �,� +35. ON � N +90.0 � �"'\ � �� '� N ;'�,; I ;,/EST � SY GEOTEXTIL � 30 OO o 40.00 � � � �c \ �DS , �, ; , � � � - / , �} � 0 40.00 � %��,' 'STAN,[� RD BASE GRAS$€D �S 30.00 EX�. �/VI�?�. � � �c 30.00 � � ` �� % S ALE ;c SEE DETAIL'�,A �` t� o X. R/W) �c o ,� ,%Q,% oo�s ;, ' N � �� (E . R/W) � � � , � � � ; �; - �5 �cP-�v +6 .00 `.�� ; ; �� L�,ND CONSTRUCTION �. .� ,�,i�� K R RUNDL ar� -�- STAe 16+30,Op � 45. 0 � - AMMY L NG�'� ^%� �� ' 30.00 —27.24� � 2708 PG 394 , (EX R/W) ai°2a�2i�� v �� f%�` `� Pl Sto l5 +06.44 � ��. ' `" � � _\;,/; p = 0° 32' 22.2° (RT J �' FOREMAN � � = O� /S� .3/.0�� C9 G 409 L= 174.8/' � . � � , : _ � I J �� 6� _ � � T - 87.40' I —_ — �` ,�A _i DETAIL A '--_� f� _ 189565.�J�� STANDARD BASE GRASSED SWALE �`' 3J/ DS = EO MPH '� ( Not to Scale) ��, �� , �, � a Natural Natural � Groun � �, ,� �� Groun _. --- _ ____. _ �� 13g R F� ) p �� ' = `3� p�2 '�FR O� _ _ _ _— - , G"' � R � Min. D=1.0 Ft. �' �-`_'� B = 1.5 Ft. *NOTES: 1) LONGITUDINAL SLOPES BETWEEN 0.3% AND 4.0%. � 2) MODIFICATIONS MAY BE NEEDED, AS APPROVED BY ;' �n ENGINEER. ej w FROM -L- STA. 12 + 30 RT TO STA. 12 + 48 RT „ �3< 33 \ I 133 ♦ � , � -,� ,,, �� G` � � ��` _ f � �� ez � 62� /l � � �3J n �"/ �33 ` 1� J I � �'. �'�2. � � /i re� � RIGHT OF WA Y AREA DA TA TOTAL AREA AREA AREA PERM, TEMPe PARCEL CONST. N0. PROPERTY OWNERS NAMES AREA TAKEN REMAINING REMAINING EASE, DRAIN. DRAIN, RTe LT. EASE. EASEe A GLENN GRIFFIN JR AND 1 WIFE CAROLYN TAYLOR GRIFFIN 5PJm SF 2 EARLEAN FOREMAN 675 SF 3 KIRK R RUNDLE AND WIFE TAMMY L RUNDLE 55PJ SF JAMES BENJAMIN BRADDOCK AND 4 WIFE JENNIFER ANN BOUDRA BRADDOCK 675 SF PROJECT REFERENCE NO. SHEET NO. l7BPe4oRe68 4 RNV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��.��' �' ��i AV � �D� N�'Il° USE ��IB % W .�C�qJISIITI�N �� d ]��V ll9� NO'll' USE F� C�NSTR�JCTII�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED i i � r�� %�� '/IJ I I I I I I�� m�� I I � - � —� , , � � ALLOWABLE IMPACTS ZONE 1 �� ALLOWABLE IMPACTS ZONE 2 �� J l / U//�� : � �6� : � � � � � PERMIT DRqWII�GS �. \ SHEET 4 0� 4 � �� w 04/05/20/6 � \ �� . , � �� v� � NOTE: FOR —L— PROFILE SEE SHEET 5 BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ft2) (ftZ) (ftZ) (ftz) (ftz) (ftZ) (ftZ) SITE 1 1@ 50', 1@35' L 12+60 to 13+90 X 2403 685 3088 CORED SLAB BRIDGE TOTAL: zaos 685 3088 0.0 0.0 0.0 ! • Water Resources ENVIRONMENTl�L OUALITY PAT MCCRORY Governor DONALD R. VAN DER VAART Secretarv S. JAY ZIMMERMAN Attachment L: Low Impact Bridge Replacement Process Low Impact Bridge Project No.: SF-630037 County Nash Bridge No. 37 over Crooked Swamp WBS Element Number 17BP.4.R. 68 D77"eCt07" This project is subject to the Low Impact Bridge Process as agreed to on October 6, 2009. This project meets the documentation requirements and approval procedures under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project meets the standards of NCDOT's Minimum Criteria Rules. Date: Mav 2. 2016 Applicant Name: NCDOT Applicant Address: NCDOT Division of Hiqhways P.O. Box 3165 Wilson. NC 27895-3165 Primary Contact for Project: Chad Coqqins Phone No.:(2521296-3529 Is this an after-the-fact application River Basin: Tar-Pam Stream Classification: C NSW Yes X No Regulatory Authorization Options for this Activity Federal: USACE Nationwide General Permit 3— Maintenance State: General Water Quality Certification #3883 and/or Buffer Authorization Local: None Project Description — NCDOT proposes to replace Bridge #37 which is currently a 2 span 60' x 25' bridge with a 2 span 82' x 30' bridge over Crooked Swamp. The proposed stormwater runoff from the proposed bridge has been conveyed to a storm drainage system that outlets outside of the buffers and then provides treatment of the stormwater via a small grass swale. There are 2403 square feet of impacts to Buffer zone 1 and 685 square feet of impacts in Zone 2 that will be associated with this project. Signature Print Nam '� �1� � ��_ e: Chad Coqqin State ofNorth Carolina IEnvironmental Quality I WaterResources 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Phone:919-807-6300