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Home My WebLink About20170808 Ver 1_17BP.1.R.82_Permit Drawings_170630_includes_profile_20170630k 11�;11��'<14' North Carolina Department of Transportation �� SL[�rtl]�YdtPf Highway Stormwater Program ��` STORMWATER MANAGEMENT PLAN ��--• (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.1.R.82 TIP No.: SF-470014 County(ies): Hyde Page 1 of 1 General Project Information WBS Element: 17BP.1.R.82 TIP Number: SF-470014 Project Type: Bridge Replacement Date: 1/26/2017 NCDOT Contact: Clay Willis (Division Environmental Officer) Contractor I Designer: Wetherill Engineerin , Inc. Address: Highway Division 1 Address: 1223 Jones Franklin Rd. 113 Airport Dr. Suite 100 Raleigh, NC 27606 Edenton, NC 27932 Phone:252-482-1876 Phone: 984 242-0594 Email: tcwillis ncdot. ov Email: 'davis wetherillen .com Cit ITown: Washin ton, NC Count ies): H de River Basin s: Tar-Pamlico CAMA County? Yes Wetlands within Project Limits? Pro'ect Description Pro'ect Len th lin. miles or feet : 0.129 mi. Surrounding Land Use: Rural, Agricultural; Scattered Woods Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.6 ac. 0.5 ac. Typical Cross Section Description: 20' wide paved roadway (2 @ 10' lanes) with 3' grassed shoulders. 27'-10" clear 18' wide paved roadway (2 @ 9' lanes) with 3' grassed shoulders. 23'-0" clear roadway width on proposed bridge. roadway width on bridge. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 140 Year: 2036 Existin : 130 Year: 2016 General Project Narrative: The purpose of the project is to replace substandard bridge #470014 on White Plains Road (SR 1108) with a new bridge. The existing bridge is 35 feet in length (2 @ 17'-6") (Description of Minimization of Water spans and has a clear roadway width of 23 feet. The sufficiency rating is 30 (structurally deficient). The proposed bridge will consist of a single span 55 feet in length with Quality Impacts) vertical abutments. The clear roadway width will be 27'-10". The bridge crosses an unnamed canal that extends to the Pamlico Sound. There is an existing channel < that is approximately 8 feet wide and 3 feet deep that is beside the road on the northeast side. The proposed roadway approach to the new bridge has been shifted slightly to avoid impacting this channel.The elevation of the new roadway grade has also been set to minimize the roadway footprint and avoid impacting the channel. Existing surtace drainage patterns will be maintained without any diversion. Waterbody Information Surface Water Body (1): Unnamed Canal NCDWR Stream Index No.: N/A NCDWR Surface Water Classification for Water Body Primary Classification: Class SC Supplemental Classification: None Other Stream Classification: Primary Nursery Areas None Impairments: None Aquatic T&E Species? Yes Comments: Manatee NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico 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) � � •� `\ V � � O V SPivA ShEEI �-A FOI� .ZnUPX D� SI lEPil S \� I� ,q� � I' ry, � I''� ��1/L � ll S 1L �lJ d 11 �� J� a 1L ��l 11 11 BTATE STAT2 PROJECI' REPEREM10E NO. O. SH6F.T3 �Q SH82T See Sheet 9-B For Convetlonal Symbols � d�� z� —' �� HYDE C� U1�lTY LOCATION: BRIDGE NO.l4 OVER RATTLESIIIAKE CAIVAL ON SR 1108 (WHITE PLAIN RD.) TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVIIIIG �' STRUCTURE WETLAN D THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAAHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 0 DESIGN DATA ADT 2016 = 130 ADT 2036 = 140 K = 10 % D = 60 % T = 6 % * V = 40 MPH * TTST =2% DUAL 4% FUNC CLASS = LOCAL SUBREGIONAL TIER PROJECT LENGTH SURFACE WATER IMPACTS PERMII� LENGTH ROADWAY TIP PROJECT 17BP.1.R.82 = 0.118 MILES LENGTH STRUCTURE TIP PROJECT 17BP.1.R.82 = 0.011 MILES TOTAL LENGTH TIP PROIECT 17BP.1.R.82 = 0.129 MILES �� of Tr¢nsportotion in theNOf�/'ice of.• ETHERILL '�`�,. - �Ao ENGINEERING T :`�,9�v`y, ZOl2 ST.9NDARD SPEC7F/CATIONS RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE PROJF.CT F.NG7NEF.R LETTING DATE: 1VCDOT CONTACT: BOB A. MAY, PE PROJECT DESlGN ENGINEER JOHN S. ABEL, JR. DNIS70N / BR/DGE PROGRAM MANAGER GLI �°�°_ 17BP.1.R.82 17BP.1.R.82 _ 17 BP.1. R.82 HYDRAULICS ENGINEER P.E. ��: — ROADWAY DESIGIY ENGINEER P.F.. � PE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED KeREN�N�RRiS RE�CE � O I� I THADEOUS LEE SELBY JR. � m � � SITE 1 ,- _,v— (B W�R W 20°i� RETAIN FACE WATER SLOPE ROTEC O SEE DE L 2 Ea'LSi Wwl WATE ?IJMP 1 - �', � fl JS� �� ,�� , . �i F�w _ rG 1 � NEBFASKA ._.—_-:-F —_ exisr ww METAL G NYSOCKING NILDLfE SANCTUARY � L J 39.00 EX.RNJ 37.00 ! s � O3 I gl ERSEL G1. SELBY s �i � s A � No� io s�aie) ROADWAV SHOULOER AGGREGATE SHOIIL�ER POINT � BORROW \ lA'min. 1� � 'in GEOTEXTILE —/ �- � RAILROAO BALIAST Type of Liner- 34 TONS,RAIIROA� BAtlAST 1] TONSAGGR.SH.BORROW:Geo�exiile- I]Isv -L- STA.10+70 TO STA.11+-28(LT) -L- STA. 75 �. 50 TO STA. 76 �. 671RTI N WETLAND AND SURFACE WATER IMPACTS PERMIT �DENOTES IMPACTS IN SURFACE WATER ALL WETALAIVDS DFTERMWFD B� CL.AY WILLIS DIV1510N ENVIRONMENTAL OFFIC-R AS WETLANDS A,B � SURF� WAIIER IMPACTS W".iiANUS�POCKF.T A -� R� OVE � � m ��TLANDS POCKF�f H \ - _—�c F_ " ' F,.- - _ F y°o tic 83 C� �q�� c'�j� 5 CA7FERiNE & LARRY MI.GiB85 SITE 2 r e ,-\ I - n— ' i18" CL SLOP PROTECTION Er EE TAIL 2 SURFACE WATER IMPAG 5 � n I R � ,� � N � � J � t � o ,�, �i �� . o �� s Ip I DAVIO C. MCLAwHORN < O txzs io��. F�a�kl'�� xd. s��e tea PROJECT REFERENCE NO. SHEET NO. / RoleigF, N.C. 2J606 �jt ETHERILL ��s�e�S�No.F-oa» l7BPJ.R.82 4 ENGINEERING e��: 9�9 es eon Fa.: st9 esi eto� �W SHEET NO. ROADWAY DESIGN HYDRAULICS TRANSPol77ATpM PLAMNIAGIQESNnY - BMOGE/STRUC7URE OESK.N ENGINEER ENGINEER CN/L/SIiE QESKrN - GIS/GPS - CONSTM�C7qM OBSEliVATR.W GLI PERMIT DRAWING SHEET 2 OF 5 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 50' 0' S0' ��00' I50' GRAI'HfC SCALE IN H B VAR 4'��% " � -L- STA. 12+64.00 TO 3'-11�,'� -L- STA.13+52.13 P � 7P VA . 25:1 BEGIN BRIDGE VP'R 3-919� END APPR A H LAB -L- STA. 12+94.87 TD 3�-»�� -L- STA.13+63.00 KETCH SHOWING PAVEMENTi$TRUCTURE RELATIONSHI SEE SHTS S-1 THRU 5-?? FO R STRUCTURE PLANS SEE SHT 5 FOR PROFILES � Exisr aiw F.__ JS�R9N�Y °-15 __.— _ - 1$— — _.F--- -15F _- -_— _15--i€�� — _ Ic- -_ �F E� __.-- M/OO�TOWN — PIPE SIZE UKNow� � -�- - -- _w- _-. ._--_.'� -- -___- � __' — ___'__ 12. CMP — - —_. - e _�' air' I�" RCP — __ F F_ T ��►MES E.MiDrETfE JAMES E. MIDYETTE dEREMY T. SMITX \ Eern o. aucN .�t \ \ r KeREN�N�RRiS RE�CE � O I� I THADEOUS LEE SELBY JR. w �, � SITE 1 ,- iv— (gURIEDN 20 i� IS�R FACE WATER SLOPE RµOTEC1�0 \ RETAIN ` SEE DE �.2 � \ 7G ` � NEBFASKA / METAL / I � N ALL WETALAIVDS DFiERMWFD B� CL.AY WILLIS DIV1510N ENVIRONMENTAL OFFIC-R AS WETLANDS A,B � I ' I� I N I � N � I � I h, , I � I,LL � � I I+ i I i,'�`'�'n J� I i l i = _- I "�� , SURFAC A ER IMPACTS �/ �� - �_� r, A �� Po��<ET A LL� � I ` pE � RE�I��AOVE � � ��.� � � �,rv�TLANDS POCKEI L - � _ _. �'� �_--- •. - �DENOTES IMPACTS IN SURFACE WATER y°o tic 83 C� �q�� c'�j� 5 CA7FERiNE & LARRY MI.GiB85 SITE 2 r e II t�� ..____ ....._ .. � F _� ' �1 ML�.,n�� I� � ��,�� _ �� ! X \ X - �S" CL .I I I � SLOP PROTECTION I � � I EE TAIL 2 . E� SURFACE WATER IMPAG 5 ! � x � � I �� R � (� � � I Ylif N -L- � i +39.00 52 g EX. RNJ =� 37.00 � � : �e 1� s o v, � � � � s I I�I I I DAVIO C. MCLAwHORN I < c s NYSOCKING NILDLfE SANCTUARY O� � O ERSEL G1. SELBY p1 3 � No� io s�aie) ROADWAV SHOULOER AGGREGATE SHOIIL�ER POINT � BORROW \ lA'min. 1� � 'in GEOTEXTILE —/ �- � RAILROAO BALIAST Type of Liner- 34 TONS,RAIIROA� BAtlAST 1] TONSAGGR.SH.BORROW:Geo�exiile- I]Isv -L- STA.10+70 TO STA.11+-28(LT) -L- STA. 75 �. 50 TO STA. 76 �. 671RTI �i 0 m � s �i C s A i GLI PERMIT DRAWING SHEET 3 OF rJ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 50' 0' S0' 100' 150' GRAPHIC SCALE IN H B VAR 4'��% " � -L- STA. 12+64.00 TO 3'-11�,'� -L- STA.13+52.13 P � 7P VA . 25:1 BEGIN BRIDGE VP'R 3-919� END APPR A H LAB -L- STA. 12+94.87 TD 3�-»�� -L- STA.13+63.00 KETCH SHOWING PAVEMENTi$TRUCTURE RELATIONSHI SEE SHTS S-1 THRU 5-?? FO R STRUCTURE PLANS SEE SHT 5 FOR PROFILES � E ST R/= _�- � --- �� `� —� TO �— M/ODLETOWN k7K � _..� ��--"-�. � —✓� -. _ _-- __- ._- . �� ExicT aiv� �r..;, .�.�f-.s- 15" HIrF- --F— — — .. _ r' `� .. . _ _ �uMES E.MiDrETfE JAMES E. MIDYETTE dEREMY T. SMITX \ Eern o. aucN .�t \ \ r 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) 1 -L- 10+70 to 12+66 LT ROADWAY ** *** 2 -L- 12+96 to 13+80 1@55' 21" Cored Slab < 0.01 26 TOTALS*: 0.02 128 *Rounded totals are sum of actual impacts NOTES: SITE 1: OPEN WATER IMPACTS (MANMADE CONEYANCE) ** Permanent Surface Water Impacts = 675.8 Sq. Ft. (0.016 Ac) "** Existing Channel Impacts Permanent = 102 Ft. SITE 2: Permanent Surface Water Impacts = 162.6 Sq. Ft. (0.004 Ac) 2013 10 24