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Home My WebLink About20170952 Ver 1_B-5602_Permit Package_Wetland_Updated170629_201708021 Ii�;}�it�°��+ North Carolina Department of Transportation �� t (] r"lliti�r'��" ] , ..,,,,, Highway Stormwater Program ;�;; STORMWATER MANAGEMENT PLAN �`"•��°° '-�� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 45557.1.1 TIP No.: B-5602 County(ies): Hyde Page 1 of 1 General Project Information WBS Element: 45557.1.1 TIP Number: B-5602 Project Type: Bridge Re lacement Date: 5/18/2017 NCDOT Contact: And Jordan, PE Contractor / Designer: Sun ate Desi n Grou Address: Hydraulics Unit Address: g05 Jones Franklin Rd 1590 Mail Service Center Raleigh, NC 27606 Ralei h, NC 27699-1590 Phone: 919 707-6720 Phone: 919 859-2243 Email: a'ordan ncdot. ov Email: belam sun atedesi n.com City/Town: Belhaven Count ies : H de River Basin(s): Tar-Pamlico CAMA County? Yes Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 0.142 Surrounding Land Use: Forested and low residential Proposed Pro'ect Existin Site Project Built-Upon Area ac.) 0.569 ac. 0.462 ac. Typical Cross Section Description: Two paved lanes (total 24'). 2' paved shoulders 6' grass on each side (11' with guardrail). Bridge NO. 8 over Rutman Creek on US 264: two way paved lanes (total 22') with soft Varying fill and cut slopes (see project XSC's for detailed information). shoulders on each side. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 4778 Year: 2037 Existin : 2,645 Year: 2017 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to replace Bridge NO. 8 on US 264 that crosses over the Rutman Creek. The proposed two lane (Description of Minimization of Water structure is a multiple span bridge with four spans (4@55'(24")) with 4' end bent caps. The proposed bridge will not have deck drains. Rutman Creek is within a FEMA coastal Quality Impacts) flood zone AE. Non-encroachment widths are established. Regulatory floodways are delineated on the FIRM and flood profiles have been developed. This structure has been designed to have as little environmental and surface water impacts as possible. Velocities at jurisdictional features and wetlands are non-erosive with velocities under 2 feet per second. Waterbod Information Surface Water Body (1): Rutman Creek NCDWR Stream Index No.: 29-34-18-2 NCDWR Surface Water Classification for Water Body Primary Classification: Class SC Supplemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: Impairments: None Aquatic T&E S ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Project Includes Brid e Spannin Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Dischar e 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) See Sheet i-A For Index of Sheets See Sheet 9-B For Conventional Symbols � � �� e�� HYDE C� U1�TY LOCATI011L• BRIDGE 1V0. 8 O1V US 264 OVER BURGESS MIL� rRFFIl TYPE OF WORK GRADING, PA VI1VG, DRAINAGE, AND STR U( �TO SR 1302 -� WETLAND AND SURFACE WATER IMPACTS PE BEGIN TIP PROJECT B-5602 -L- POT STA. 10 + 50.00 END TIP PROJECT B-5602 -L- POT STA. 19 + 50.00 —L— US 264 -L- POC STA. 14+49.48 �J��G�� / �� ,' � !� �' / —L— i, -�'---------- ------ � � /'�� i� �-- ------ ,----------------- /' \�' � J�� / � �� END BRIDGE -L- POC STA. 16+72.52 � NOTE: DESIGN EXCEPTION REQUIRED FOR BRIDGE WIDTH, CREST VERTICAL CURVE, AND VERTICAL STOPPING SIGHT DISTANCE. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. ` TO SR 1167� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared for the North Cara[ina Depanmenr ojTransportanon j-jyDRAULICS ENGIIYEER In the O ice o � f' �oo� a000 w�a �e so�i e s��e sao SUNGATE DESIGN GROUP, P,A. ADT 2017 = 2000 R�-e9y,N��s�� 50 25 0 50 �0o ADT 2037 = 3612 � �� C3�� '"�°��°�� °� ��' ��o K= X o�o LENGTH ROADWAY TIP PROJECT B-5602 = 0.128 MI. zmz srAxnARn sr�crnicArioNs �Q�` �'oo PLANS D= XX % LENGTH STRUCTURE TIP PROJECT B-5602 = 0.042 MI. RIGHT OF WAY DATE: TIM GOINS, PE P.F. � � PROfECT ENGlNEF,R SIGNATURE: �u 50 25 0 50 �oo T= 11 %* TOTAL LENGTH OF TIP PROJECT B-5602 = 0.170 MI. May 8, 2017 D � V= 60 MPH ROADWAY DESIGIV � PROFILE (HORIZONTAL) * TTST =5% � LETTING DATE: �'� �� E1�GINEER DUAL b/o October 18, 2017 JERRY JAVELLANA, PE `�� o�`� �O rJ O �O `lO FUNC CLASS = PROfECT DESIGN ENGINEER �/� ppp��Q MINOR ARTERIAL NCDOT CONTACT JOHN ABEL, PE PROFILE (VERTICAL) REGIONAL TIER rxo�Ecz E,vcm�EER-Ro�wnr nEsrcN PE SIGNATURL� o' Prepared by PROJECT REFERENCE NO. SHEET NO. R p _ / _ �Aaa _ � B-5602 5 � L ,� � i SUNGATEDESIGNGROUP PA RonowAv �esi�N HYDRAULICS � V � ENGINEER ENGINEER 4000 WestCnase Noulevard. Suite S30 �— - Ra�_eigl�,NC2]60] _ NC L�cense No. C-3]0� SPIKE IN l5" PINE ELEV.=5.86' -L- STA16+58.10, 45.79' LT DOCUMENT NOT ONSIDERED FINAL UNLESS ALL SIGN URES COMPLETED BRIDGE HYDRAULIC DATA DESIGN DREQUENCY = 50 O YRS P E RM I T D RAW I N G BASE D SCHARGEATION = 2400 CFS S H E ET 4 O F 7 BASE FREQUENCY = l00 YRS BE IN BRID E END BRIDGE E D GRADE BASE HW ELEVATION = 2.62 FT BEGIN RADE -L STA. 14 50 +/- -L- TA. 16+7 +/- -- STA. 19 50 OVERTOPPING DISCNARGE = 3300 +- CFS -L- STA. 0+ 50.00 E.- 4.00' OVERTOPPING FREQUENCY= 500 +- YRS EL.=5.68 OVERTOPPING ELEVATION = 3.0 FT = FT DATE OF SURVEY = 03/0//20/6 Pl = 1I+00.00 Pl = l3+10.00 PI = 19+00.00 AT DATEAOFNSURVEY EL = 5.96' EL = 8.52' PI = 17+40.00 = 0.0 FT - VC = l00' VC = 245' EL = 6.80' EL = 4.25' K= l49 K= l5/ VC = l00' VC = l00' K=84 K=g� +) ._ _ - _ �-J . 000% �-J1.5938 . (+J .5500% if)I.Z2 �� — — — E%CAVATE o — � -� - --� - — — — — — — ELEV.1.0 FT I I I I I '�8� �-JO.SO O/. I I I I �II I I �I II I /I � I I I I � I NAVIGATIONAL CLEARANCE: I I I I I I EXCAV E TO EXISTING BRIDGE - 4.63 FT ELEV. 1. PROPOSED BRIDGE - 4.77 FT NWL ON 3-1-16 =0.28' FOR —L — PLAN SEE SHEET 4 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 n , ; � � ; � ; S � ;- �' O 2.5 5 PROJ.REPERENCE NO. SHEET NO. N � B-5602 X-2 � � 5 0 5 0 5 0 5 0 5 0 25 20 1 1 1 1 20 25 0 5 0 5 0 5 0 5 0 5 __ _ _ _ _ PERMIT DRAWING SHEET 5 OF 7 SITE 1 - — — — - — . , , . . � , I - -- -.. W B WLB _ _ I 0. . 20 IL I TL ND .� � -- — — -- \ / � — — — — — � — — � 14 + 0.00 � : ; SITE 2 o.o .020 A D CLE RIN — --- — — — — H D C E RI � � � � --- -- � � + --- W B WLB H N L A I G o.020 .020 FILIN WT D ti� -- — — ---- — H N L A I G I� � � � __ __ -- � I L I W T D WL L$ I 0.020 .02o IL I W T D ' 1�i E A1 �, — .�` -- — — ---- � A L A I , � � � � — — — _ �— � � I I ' i � 3 � � � � E Q � �_� _ oN � — ,�i ��s 5 0 5 0 5 0 5 0 5 0 25 20 1 1 1 1 20 25 30 5 40 45 50 5 60 65 70 5 �m �' O 2.5 5 PROJ.REPERENCE NO. SHEET NO. N � B-5602 X-5 � � 5 0 5 0 5 0 5 0 5 0 25 20 1 1 1 1 20 25 0 5 0 5 0 5 0 5 0 5 __ _ _ _ _ PERMIT DRAWING SHEET 6 OF 7 SITE 3 - — — — — . , , . . � , I - -- _ _ __ _ _ LB W B _ _ � FI L N ETLA IL I T D SITE 4 H D C E RI o.020 .02o A LE R N .� — _ ?� � � � � —i --- � B F I L I N E L A '' IL I T D � N L A ING o.020 .020 ,� � --- — — -- _ 2.� � e r c i n e n e e a i � � � L X AAI N FILIN ELAN N L�A ING � I A TS I U F C A E ,y.� � — — — — — — — , ? P ot ction e n s et tai � 4. 5 � — — — � — — �� _ ��- — — I W L �$ 0_Q2 .D2 A� _ _ �E H D C E RI G — — _ �, 2 � � � � � � P�- # c-�i � � �� - k� e# � I-�� 5. 5 ° � i QQ i I — I � E ' I I , Q � o= T — ,N� — � �� s 5 0 5 0 5 0 5 0 5 0 25 20 1 1 1 1 20 25 30 5 40 45 50 5 60 65 70 5 �m WETLAND PERMIT IMPACT SUMMARY 404 CAMA 404 CAMA 404 CAMA 404 CAMA 404 Hand CAMA Hand Existing Existing Permanent Permanent Temp. Temp. Excavation Excavation Mechanized Mechanized Clearing Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln Fillln Fillln in in Clearing Clearing in in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands Wetlands Wetlands Wetlands in Wetlands in Wetlands Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 11+g5 to 14+76 -L- LT ROADFILL 0.02 < 0.01 0.03 < 0.01 2 11+36 to 14+44 -L- RT ROADFILL 0.05 0.04 14+06 -L- RT UTILITY < 0.01 3 16+75 to 19+94 -L- LT ROADFILL/PSH 0.06 < 0.01 0.04 4 16+51 to 19+29-L- RT ROADFILL 0.02 0.01 0.02 152 16+95 -L- RT UTILITY < 0.01 SUB TOTALS *: 0.09 0.06 < 0.01 0.08 0.04 0.02 152 0 "Rounded totals are sum of actual impacts NOTES: SITE 2: HAND CLEARING FOR TEMP UTILITY POLE (2'x2') AND GUY WIRE .001 AC BRIDGE STREAM IMPACTS 20 piles at 20" dia=52 SF, 54 LF SITE 4: STREAM IMPACTS ON TRIBUTARY TO WATER OF THE US SITE 4: HAND CLEARING FOR TEMP UTILITY POLE (2'x2') AND GUY WIRE .001 AC 2013 10 24