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Home My WebLink About20150864 Ver 1_Permit Drawings_20150825k li�;l 1��'<14' North Carolina Department of Transportation �� SL[�rtl]�YdtPl� Highway Stormwater Program .��` STORMWATER MANAGEMENT PLAN ��--• (Version 2.0; Released April 2014) FOR NCDOT PROJECTS WBS Element: 17BP.6.40 TIP No.: County(ies): Columbus Page 1 of 1 General Project Information WBS Element: 17BP.6.40 TIP Number: Project Type: Bridge Replacement Date: 8/5/2015 NCDOT Contact: Rachel Evans Contractor I Designer: Reid Robol, EI - Ecological Engineering Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway Room #16 Suite 101 Ralei h, NC 27610 Ca , NC 27518 Phone: 919-707-6609 Phone: 919-557-0929 Email: revans ncdot. ov Email: rrobol ecolo icalen .com Cit ITown: Whiteville Count ies : Columbus River Basin s: Lumber CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.066 miles Surroundin Land Use: Rural area with residential and forested land use Proposed Pro'ect Existin Site Pro'ect Buiit-Upon Area ac. 0.2 ac. 02 ac. Typical Cross Section Description: 2@ 10'-0" lanes with 3'-0" paved shoulder (North side only) with 3'-0 grassed shoulder. 2@ 10.0' lanes with 2'-0" shoulders and 1'-0" guardrail and a total bridge width of 25'- W ith a shoulder point to shoulder point width of 29'-0" . 6" and a length of 18'-6". Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 850 Year: Existin : 210 Year: General Project Narrative: State Project 176P.6.R.40 (SF-230342) involves the replacement of the existing NCDOT Bridge #230342 on SR 1900 over Lake Waccamaw Canal. Bridge #230342 consists (Description of Minimization of Water of 1@ 18'-6" reinforced concrete floor on timber joists on timber caps and piles. The proposed culvert at #230342 will be 1@ 25'-4" x 8'-7" Aluminum Box Culvert. The Quality Impacts) proposed crossing is located in Zone X of FIRM Map number 3720124000J. Sediment and Erosion Control devices such as silt fence, coir fiber wattles, turbidity curtains, and impervious dikes will be used to minimize water quality impacts. Waterbody Information Surface Water Body (1): Lake Waccamaw NCDWR Stream Index No.: 15-2 NCDWR Surface Water Classification for Water Body Primary Classification: Class B Supplemental Classification: Swamp Waters (Sw) Waters (ORW) Other Stream Classification: None Impairments: None ThreatenedlEndangered Species? Yes Comments: Waccamaw Silverside NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (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) WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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 @25'-4" X 8'-7" 1 12+04/12+30 -L- Aluminum Box 0.02 < 0.01 Culvert TOTALS: 0.02 < 0.01 Temp SW Permanent SW Impacts Impacts IIT1p2CtS: (Sq. Ft) (Sq. Ft) Site 1 278 772 Total 278 772 Revisetl 3I31I05 � ffi � � � (A � ffi � f£J � � Efi z �o �'�� Q ��z >�� , �� EA f�i fi) �� EP (9 tfi � � . � . �o � � � ., � V W O � � O � N O V � � � V � � O V See Sheet 9-A For Index of Sheets See Sheet 9-B For Conventional Plan Sheet Symbols See Sheet 9-C For Survey Control Sheet NOTE: THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. •DETOUR ROUTE � TO SR 19 (WOODED ACI �— � �L � 1L 1L"e �ll" ��110�� J��Jl��i ��[��[�ll�� J� �[I II��1�lI'��_<��y� COL UMB US CD U1�lTY LOCATION: BRIDGE 230342 ON SR I900 (COVE CA11lAL ROAD) OVER LAKE WACCAMAW CANAL. TYPE OF WORK GRADIIVG, DRAIIVAGE, PAVI11lG AND STRUCTURE. WETLAND AND SURFACE WATER IMPACTS PERMIT LAKE WACGAMAW CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. SR 1735 ,TON ROAD) —� N� �q� g3�Rlp /�A2p�� PERMIT DRAWING SHEET OF INCOMPII.ETE PLANS DO �IOT USE FOR R/ W ACIIUISITION I'RELIMINARY FII.ANS DO VOT USE FOR CONSTRUCTIOT GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared In the Offlce of: HyDRAULICS EIYGINEER � ��1r�1� 504 Meadowland Drive Hillsborough, NC 27278-B55t ADT 2013 = 850 vo��e:�s,s��szsaas Fax�.(919)732-6776 rJO �LS O �JO �OO DESIGNANDENG�NEERINGSERVICES www.sUmmi�de.net �� T= 6 %* LENGTH ROADWAY PROJECT = 0.061 MILES FIRMNO.P-0339 �� 2012 STANDARD SAECIFICATIONS � �� PLANS V= 35 MPH LENGTH STRUCTURES PROJECT = 0.005 MILES � o * TTST=3% DUAL=3% Y� � y TOTAL LENGTH PROJECT = 0.066 MILES srcNaruaE: � . 50 25 0 50 100 FUNC CLASS = RIGHT OF WAY DATE: TRACY N. PARROTT, PE � � RURAL MINOR MARCH 26, 2013 rRO�ECr ExcrxEEn ROADWAY DESIGIY � PROFILE (HORIZONTAL) COLLECTOR ENGINEER �� 10 5 0 10 20 NCDOT CONTACT.• VIRGINIA MABRY LETTING DATE: BRANDON W. JOHNSON, PE �� 4W�� MARCH 26, 2013 �'HO/EC7' DESlGN ENGINEER NCDOT TPMU PROFILE (VERTICAL) r.E. SIGNATURE: N I Z 0 � 0' � S ITE 1 �'iiiiiiGiiiiii � ' � � . � oo�o�oo� �� / / �� / ' f �� iiiiiiiiiiiii / I 1 �� _�� . f �� L I �� iiiiiiiiiiiii / ' / ' ' / 1 �� I ' / ' ' ' f �� —iiiiiiiiiiiii I ' I ' ' I � waccKa.EVaw CANAL JANE GREY �� RE�.�.:� Lu BALDWIN DaV�;'., --- a_-i JANE GREY REDWAN E. �� I BALDWIN I DAVID � �'� Pl SYa /2+35.67 N4p Bj� �R/p 0= 5 0/' 392' (RT) NSRS 200� D = 2'l4' 48.8' / L = 26826' T = /3425' R = 2.550A0' DS = 30mph SE = NC SITE 1 END CULVERT 30 -�- srai2+2sn +as.00 �- PT S 32.00 LT � 25.00 LT '_ EX RN✓ _ _' "' _ —__--'_ '_� �ENG +48.00 —L— W��AW / '— � 32.00 LT �y,�p� F� — --- C F � -- E ---------- E: -- - ; � -85 00 -L-� 32.00 RT 29 Ex ww y LP/(E wACCANAw BM #1: -BL- STA 7+86.66, 30.4' LT -L- STA 11 +6738, 17.87' LT EL 45.73' � �f a: �`� �u � o _ _ — _ F - -F.---°- - -..__.�-----._.------ . 31 32 , I IJOHN A McNEILL I I � 11 12 13 14 in order m eliminate potential ham� m the species, the Deparhnent proposes the Following: 1. Install Tucbidiry Cur[ain in the caoal between Cove Ca�al and I,ake WaccamawjustdownstrearnoFtheproposed'unpervious dike. 2 Install impervious dike (sand bag / AquaBarrier / sheeting) both up and downstreain to ctose off the construction azea to eliminate flow into Lake Waccarnaw. 3. Dewa[eri�g ofthe co�sWCtion site shall be acwmplished by pumping to a aintained silt bag. All connectio�s and hose lines shall be inspected for proper coupling fit and leaks before commencement of daily work. Used silt bags shall bc changcd out in accordance with the manufactwds specifcations and not altowed to overcharge and release sediment to s� ce waters and / or wetlands. Silt bags shall not be placed within any wetland or surf ce water. 4. Remove bridge and install Aliuninum Box Culvert 5. Bac�ll project azea and stabilize disturbed area. 6. Remove imperviaus dike then turbidity curtain / complete project Afl work shall be conducted in accordance with tlie ` Best maoagement Practices for Conshuction and Maintenance Activities", dated Ausust 2003. PROJECT REFERENCE NO. SHEET NO. l7BP.6.R.40 4 RhV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE ]E II�LANS DO NOT USE FOR 1 W ACpUISITION FRELIMIN I8Y PLANS DO NOT [rSE FD CONSTRIrCTiON oF ... ...� 1r suM�,�T af:in fhe � PERMIT DRAWING SHEET OF �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER 50' 0' 100' SCALE N I Z 0 � 0' � S ITE 1 �'iiiiiiGiiiiii � ' � � . � oo�o�oo� �� / / �� / ' f �� iiiiiiiiiiiii / I 1 �� _�� . f �� L I �� iiiiiiiiiiiii / ' / ' ' / 1 �� I ' / ' ' ' f �� —iiiiiiiiiiiii I ' I ' ' I � waccrv'�u JANE GREY �� RE�.�.:� Lu BALDWIN DaV�;'., --- i_-i � JANE GREY REDWAN E. �� I BALDWIN I DAVID � �'� Pl SYa /2+35.67 N4p Bj� �R/p 0= 5 0/' 392' (RT) NSRS 200� D = 2'l4' 48.8' / L = 26826' T = /3425' R = 2.550A0' DS = 30mph SE = NC SITE 1 END CULVERT 30 -�- srai2+2sn +as.00 �- PT S 32.00 LT 25.00 lT . _` EX WW _ _' "' _� \"' — -- �� ENG +as.oa -i- �E � '� � � 32.00 LT W C��Aw F� — --- C F � -- E ---------- E: -- - % -85.00 -L-' 32.00 RT 29 Ex ww ly LP/(E wACCANAw BM #1: -BL- STA 7+86.66, 30.4' LT -L- STA 11 +6738, 17.87' LT EL 45.73' �.--- � � _ � �tas �u � o�----d � - _ - _ F - -F.---'— - --..__.�-----._.------ . 31 32 , ! r.=`�t,.... .. . I JOHN A McNEILL I I � 11 12 13 14 in order m eliminate potential ham� m the species, the Deparhnent proposes the Following: 1. Install Tucbidiry Cur[ain in the caoal between Cove Ca�al and I,ake WaccamawjustdownstrearnoFtheproposed'unpervious dike. 2 Install impervious dike (sand bag / AquaBarrier / sheeting) both up and downstreain to ctose off the construction azea to eliminate flow into Lake Waccarnaw. 3. Dewa[eri�g ofthe co�sWCtion site shall be acwmplished by pumping to a aintained silt bag. All connectio�s and hose lines shall be inspected for proper coupling fit and leaks before commencement of daily work. Used silt bags shall bc changcd out in accordance with the manufactwds specifcations and not altowed to overcharge and release sediment to s� ce waters and / or wetlands. Silt bags shall not be placed within any wetland or surf ce water. 4. Remove bridge and install Aliuninum Box Culvert 5. Bac�ll project azea and stabilize disturbed area. 6. Remove imperviaus dike then turbidity curtain / complete project Afl work shall be conducted in accordance with tlie ` Best maoagement Practices for Conshuction and Maintenance Activities", dated Ausust 2003. PROJECT REFERENCE NO. SHEET NO. l7BP.6.R.40 4 RhV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE ]E II�LANS DO NOT USE FOR 1 W ACpUISITION FRELIMIN I8Y PLANS DO NOT [rSE FD CONSTRIrCTiON oF ... ...� 1r suM�,�T af:in fhe � PERMIT DRAWING SHEET OF �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER 50' 0' 100' SCALE