20150191 Ver 1_Stream & wetlands_20150218

North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 1.2; Released September 2011)FOR LINEAR ROADWAY PROJECTS
Project/TIP No.:
17BP.4.R.56County(ies):Wilson Page 1of 1
General Project Information
Project No.:
17BP.4.R.56Project Type:Date:Bridge Replacement8/6/2014
NCDOT Contact:Contractor / Designer:
Chad Coggins (Division Environmental Officer)Wetherill Engineering, Inc./ Dustin D. Creech, PE
Address:
Address:
Highway Division 4559 Jones Franklin Rd.
509 Ward Blvd. (PO Box 3165)Suite 164
Wilson, NC 27895Raleigh, NC 27606
252-237-6164919-851-8077
Phone:Phone:
Email:[e-mail]:[e-mail]
City/Town:County(ies):
Wilson, NCWilson
River Basin(s):
NeuseCAMA County?No
Primary Receiving Water: Toisnot SwampNCDWQ Stream Index No.:27-86-11-(5)
Primary:
Class C
NCDWQ Surface Water Classification for Primary Receiving Water
Supplemental: Swamp Waters (Sw)
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
None
303(d) Impairments:None
Buffer Rules in EffectNeuse
Project Description
Rural, Wooded, Agricultural
Surrounding Land Use:
Project Length (lin. Miles or feet): 0.16 Mi.+/-
Proposed ProjectExisting Site
PjtBiltUA()roecu-ponreaac..ac..ac.
066055
PjtBiltUA()066055
(2) 12' lanes, variable 4' paved shoulder sections to 11' shoulders where guardrail is (2) 12' lanes with shoulders consisting of 3' paved with the remainder being grassed
Typical Cross Section Description:
present. 4' paved shoulders with 4' grassed shoulders
Average Daily Traffic (veh/hr/day):
Design/Future:Existing:
4000 (2013)
REPLACE BRIDGE NO. 55 OVER TOISNOT SWAMP ON US 264A WITH A THREE SPAN ~140 Ft. PRESTRESSED CONCRETE GIRDER BRIDGE. THE PROPOSED
General Project Narrative:
BRIDGE WILL CONSIST OF 1 @ 40', 1 @ 70', 1 @ 30' ON STEEL PILE INTERIOR BENTS WITH SPILL THROUGH ABUTMENTS. MINIMIZATION EFFORTS: IN THE
NORTHWEST QUADRANT, THE PROPOSED ROADWAY SHOULDER POINT HAS BEEN PULLED IN TO AVOID THE PROPOSED ROADWAY FILL SLOPE FROM
IMPACTING AN EXISTING JS THAT PARALLELS US 264A. IN ADDITION, APPROACH DRAINAGE SHOULDER BERM GUTTER SYSTEMS OUTLET OUTSIDE OF
BUFFER ZONE 2 ONTO STANDARD RIP RAP PADS PRIOR TO ENTERING THE BUFFER ZONES.
References

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTSSURFACE WATER IMPACTS
Hand
Existing Existing
PermanentTemp. ExcavationMechanized ClearingPermanent Temp. ChannelChannelNatural
SiteStationStructureFill InFill Inin Clearingin SW SWImpactsImpactsStream
No.(From/To)Size / TypeWetlandsWetlands Wetlandsin Wetlands WetlandsimpactsimpactsPermanentTemp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1-L- 17+51 TO 18+93 (LT)BRIDGE< 0.01 0.02

TOTALS*:< 0.01 0.02 000
*Rounded totals are sum of actual impacts
NOTES:
As of 12-3-2014, (7) HP14x73 in water. Estimated Total Area = 1.0 Ft^2 (<0.01Ac)
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
12/3/2014
WILSON CO.
DB4B-970055
17BP.4.R.56
SHEET 5OF 5
Revised 2013 10 24