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Home My WebLink About20150868 Ver 1_Application_20150825Pat McCrory Governor �� r � �IC E It North Carolina Department of Environment and Natural Resources Division of Water Quality Charles Wakild, P.E. Director Attachment L: Low Impact Bridge Replacement Process Low Impact Bridge Project No._ County Wavne Bridge No._92 over Fallinq Creek WBS Element Number 17BP.4.R.62 John E. Skvarla, III Secretary 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: 8/24/2015 Applicant Name: NCDOT Applicant Address: NCDOT Division of Hiahwavs P.O. Box 3165 Wilson. NC 27895-3165 Primary Contact for Project: Chad Coqqins Phone No.:(252) 296-3532 Is this an after-the-fact application: River Basin: Neuse Stream Classification: WS-IV 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 #92, which is currently a 2 span 31' x 25' bridge, with a 55' x 30' single span bridge over Falling Creek on SR 1102 in Wayne County. Construction of this project will result in 1842 square feet of buffer impacts in BZ 1 and 720 square feet of impacts in BZ 2. Stormwater will be captured in a drop inlet with a rock dissipater pad outside of BZ 2 on the northwest quadrant of the bridge. No deck drains will discharge directly into channel. G� � �� Si nature. 1..� 'l✓ � 9 Print Name: Chad Coqqins DEO Transportation Pertnitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604 Phone: 919-733-17861 FAX: 919-733-6893 Intemet: http:llh2o.enr.state.nc.uslncwetlandsl An Equal Opporlunity 1 A�rmative Aclion Employer One NorthCarolina �!i�tl11�R1�1�/ k li�;l 1��'<14' North Carolina Department of Transportation �� SL[�rtl]�YdtPl� Highway Stormwater Program .��` STORMWATER MANAGEMENT PLAN ��--• (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 17BP.6.R.62 TIP No.: SF-950092 County(ies): Wayne Page 1 of 1 General Project Information WBS Element: 17BP.6.R.62 TIP Number: SF-950092 Project Type: Bridge Replacement Date: 7/14/2015 NCDOT Contact: Chad Coggins Contractor I Designer: Wetherill Engineerin , Inc. Address: Highway Division 4 Address: 1223 Jones Franklin Rd. 509 Ward Blvd, PO BOX 3165 Wilson, NC 27895 Ralei h, NC 27606 Phone: 252 237-6164 Phone:919-851-8077 Email: cco ins ncdot. ov Email: hsin h wetherillen .com Cit ITown: N/A Count ies): Wa ne River Basin s: Neuse CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th fin. miles or feet : 0.10 Surroundin Land Use: Rural, Wooded, Agricultural Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.3 ac. 0.2 ac. Typical Cross Section Description: (2) 10' lanes with grassed shoulders and up to 4' shoulders with guardrail. 4' shoulders (2) 9' lanes with grassed shoulders are variable width paved. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 120 Year: 2015 Existin : 110 Year: 2012 General Project Narrative: Replace bridge no. 92 over Falling Creek on SR 1102 (Edward Store Rd.). Use 1@55' 21" Cored Slab. A TB 2GI will outlet outside the buffer zone on upstream side of the (Description of Minimization of Water bridge with 15" CSP with Class B rip rap is used to stabilize the outlet. No deck drains will discharge directly into channel. Quality Impacts) Waterbody Information Surface Water Body (1): Falling Creek NCDWR Stream Index No.: 27-54-(0.5) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None ThreatenedlEndangered Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Neuse 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 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) � � � � � � � � � � � z � `� O �� ' •� � �� W �� Q ��z Yff�� » �� w� �� N �O . � . cl` � = 1 �� .� � V W O � � •� � V � � O V See Sheet 9-A �or Index of Sheets �� 1 lUJ� �Y �� 1L11��1L11 V'V' � Il � WA Y1�E CO U1�TY LOCATION: BRIDGE NO. 92 OVER FALLING CREEK ON SR 1102 TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVIIIIG �' STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT \ HSq� 8 RS .� �\0� U 13 R�AD SR ll02 S STO� EDWARD BEGIN NCDOT ` PROJECT 17BP.4,R.62 —L— POC STA.I2+25.00 STA. I4 + 97.88 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD . THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAAHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2015 = 120 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) T = 6 % * V = 55 MPH (TTST =3% + DUAL =: FUNC CLASS = RURAL LOCAL REGIONAL TIER LENGTH ROADWAY PROJECT 17BP.4.R.62 = LENGTH STRUCTURE PROJECT 17BP.4.R.62 = TOTAL LENGTH PROJECT 17BP.4.R.62 = w� � II j �� ;'�'�,� ,� END NCDOT AROJECT l7BP.4.R.62 —L— POC STA.17 + 50.00 PERMIT DRAWING SHEET 1 OF 4 �nano�s -z.- i To s �9yllo1 `�'O � �� \ �oy d STA. IS + 55.13 Prepared for: DIVISI0IV OF HIGHWAYS DIVISION FOUR 509 Ward Boulevard, Wilson NC, 27895 0.088 MILES .�1, 51,1.v�ew� snEC�r�cn�roxs 0.011 MILES T OF WAY DATE: - - -- 0.099 MILES _AsTTING DATE: PROJECT ENGr� PR!)ld:('T I)F'.ti/f;,\ STATE STAT2 PROJECI' REFERENCE M1O. �� 17BP.4.R.62 �� 176P.4.R.62 sxeer rorn� :�0. . SHEP.TS � . UTIL.. R�W � ,: �- TRANSPoRTATION PLANNING/DfSIGN - BRIIX',E/STRUCTURE DES/GN CNIL/SITE DESIGN - G/5/GPS - CONSTRUCTION OBSERVATION BRIDGE #950092 HYDRAULICS ENGINEER P.E. 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'Jr ll 9 �� GENEV p S C L ND � ; � � n ,� � � � � � � 1 �� s � � �\ � �/ � � , � , — � � � � , ,,,� , � � � � � � � � � � � �� ' � �'� � i .o �� I I I I I I I I � � � � 1 �� ` �� I � � �, � � � , � , / i � .�'� / �� 1 � � � � �� 1 � , � �� , 30' 0' 30' 60' 90' GRAP�IC SCAL� 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) TOTALS*: 0 0 0 *Rounded totals are sum of actual impacts NOTES: No wetlands on project; No stream impacts 2013 10 24 � � � � � � � � � � � z � `� O �� ' •� � �� W �� Q ��z Yff�� » �� w� �� N �O . � . cl` � �� . . � V W O � � •� � V � � O V See Sheet 9-A �or Index of Sheets �� 1 lUJ� �Y �� 1L11��1L11 V'V' � Il � WA Y1�E CO U1�TY LOCATION: BRIDGE NO. 92 OVER FALLING CREEK ON SR 1102 TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVIIIIG � STRUCTURE BUFFER IMPACTS PERMIT \ HSq� 8 RS .� �\0� S 13 U SITE 1 \ R�AD SR ll02 S STO� EDWARD SITE 2 � BEGIN NCDOT ` PROJECT 17BP.4,R.62 -L- POC STA.I2+25.00 STA. I4 + 97.88 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD . THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAAHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2015 = 120 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) T = 6 % * V = 55 MPH (TTST =3% + DUAL =: FUNC CLASS = RURAL LOCAL REGIONAL TIER LENGTH ROADWAY PROJECT 17BP.4.R.62 = LENGTH STRUCTURE PROJECT 17BP.4.R.62 = TOTAL LENGTH PROJECT 17BP.4.R.62 = w� � II j �� ; v i� �,� ' ( SITE 4 i �/ \ I �` _j,_ SITE 3 END NCDOT AROJECT l7BP.4.R.62 -L- POC STA.17 + 50.00 BUFFER DRAWING SHEET 1 OF 4 7/142015 To s �9yllo1 `�'O � �� o�y d STA. IS + 55.13 Prepared for: DIVISI0IV OF HIGHWAYS DIVISION FOUR 509 Ward Boulevard, Wilson NC, 27895 0.088 MILES .�1, 51,1.v�ew� snEC�r�cn�roxs 0.011 MILES T OF WAY DATE: -- -- 0.099 MILES _AsTTING DATE: PROJECT ENGr� PR!)ld:('T I)F'.ti/f;,\ STATE STAT2 PROJECI' REFERENCE M1O. �� 17BP.4.R.62 �� 17BP.4.R.62 sxeer rorn� :�0. . SHEP.TS � . UTIL.. R�W � ,: �- TRANSPoRTATION PLANNING/DfSIGN - BRIIX',E/STRUCTURE DES/GN CNtL/SITE DESIGN - G/5/GPS - CONSTRUCTION OBSERVATION BRIDGE #950092 HYDRAULICS ENGINEER P.E. ROADWAY DESIGN ENGINEER P.F.. �1[a]Ed.d�dNAd$lY llDIl..�N� DO NOT U52 POR CO:NSTRUCTION z 0 > � � � � � � � � � fiA � � SITE I lo � lo GI\QI I-lll. ��QL� �OR �NLARGEMCNTS SITE 3 SITE 2 SITE 4 GENEVA D STRICKLAND PATRICIA JERNIGAN ROSE ` & NOEL DWIGHT ROSE SR SITE I� F �;r�� CM I � � N=556?�6' E=2216949' F � �� EL� V=157o12' � R/R SPIKE IN 26" OQK �;s �`�'�� -L_- STA, 11+41a50 —`-�� 35078' LTo ��w� � �� —L' �� ^,�-� �� / � � � F �,-r�'� � REBAR � � �,� �+�v � �R�P) � /�f`n _'�� g ��`�� F�� WOODS � P /� /�� oi�� w / / 4 5j Ex�s��NC R� ��^� % / � S 13 �� '�r�`"' � � / �� `�-�` / � / ' ;� ,rf / / / � � / y -L- PC Sto. 12+38. GENEVA D STRICKLAND 30' 0' 30' 60' 90' GRAPI-IIC SCALE s � / �� % ��' � �� /v �� I m I � �I , � c j SITE 2' � �" \� � r�,� ��i �� I '� WOODS � ' /��" / i , l �Y � W W��= W N ��l N ��c A -L - Pl Sta. /5 +// 9 � � � ��° A �`�� `�� 7/132015 BUFFER DRAWING SHEET 2 OF 4 ALLOWABLE IMPACTS ZONE 1 BRIDGE �� • • ►�� :�� . • • . ,. �/,�� • � � � � • • DETAIL A RIP RAP BANK STABILIZATION ( Not to Scale) SHEET NO. RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER BN�C ��ii IP1L1G lE 1P1LAN� DO NOT USE POR 1 W ACQI�ISITION ]�g81&Il.b�i[IIN ff8� t�b.P��t� DO NOT USE FO CONSTRUCTION \ � Q c�� =Q c., �M ` � � 2� 2, a NATURAL GROUND GEOTEXTILE � Type of Liner- CL II Rip-Rap FROM STA. 15 + 39 TO STA. 15 + 65 —L— /SITE 4 F --�;�u�—�=`� — _ _ �� I � F SITE 3 _ �� — � F GENEVA D STRICKLAN[ woo�s —L— PT � R`'�U ^�c : �, _ C � � - /� —L-- — � F �j�0 E ��-n�"�' ,��'—�',�'� � EXISTING R�W �� — � _ w000s BM 2 e ��, ,�� '�5�9' E=2"�1721�' �V�s6� 4 9' �R/R SPIKE IN 18" SWEFT GUM -L- STAo 18+58039 40,20' RTe �,,� -L N° PCN° Sto. l5 +70.40 V\ �'\ GENEVA D STRICKLAND BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ft2) (ft2) (ftZ) (ft2) (ft2) (ft2) (ft2) SITE 1 55' 21" CS BRIDGE 14+55 to 15+10 -L- Lt X 130 130 X 154 85 240 SITE 2 55' 21" CS BRIDGE 14+55 to 15+50 -L- Rt X 615 615 X 111 340 450 SITE 3 55' 21" CS BRIDGE 15+35 to 16+00 -L- Rt X 66 66 X 363 71 434 SITE 4 55' 21" CS BRIDGE 15+30 to 15+90 -L- Lt X 298 298 X 104 224 328 TOTAL: 1842 720 2562 0 0 0 Rev.Jan 2009