20151246 Ver 1_Revised Buffer Seets and Permit Drawings_20160112

Ridings, Rob
From:Rivenbark, Chris
Sent:Tuesday, January 12, 2016 8:32 AM
To:Alsmeyer, Eric; Ridings, Rob
Cc:Murray, Christopher A; Stanton, Tyler P
Subject:RE: Permit Application for B-5121 & B-5317, Wake County
Attachments:B-5121_B-5317_Permit Drawings_(2016-01-07).pdf; B-5121_B-5317_Permit
Drawings_BUFFER Sheets 2_3 of 7_(2016-01-07).pdf
A new Wetland/Stream impact site (Site 3) was added due to the JS stream line being widened to more accurately
reflect site conditions and as a result, proposed impacts to surface waters have increased. All permit drawings were
renumbered because of the addition of the enlargement drawing of Site 3. The permit drawings that had revisions
include new sheets 1, 2, 3, 5, & 13. This did also affect sheets 2-3 of the buffer drawings however proposed buffer
impacts did not change.

Thank you for your patience and please let us know if you need a formal revised application request or if you have any
additional questions.

Chris Rivenbark
NCDOT-Natural Environment Section
[phone]

From: Rivenbark, Chris
Sent: Friday, December 18, 2015 10:22 AM
To: Alsmeyer, Eric; 'Ridings, Rob'
Cc: Murray, Christopher A; Stanton, Tyler P ([e-mail])
Subject: RE: Permit Application for B-5121 & B-5317, Wake County

Gentlemen,
Just a quick update, we’re still working on the revisions for this one. We’ll have those out to you as soon as we can.

Chris Rivenbark
NCDOT-Natural Environment Section
[phone]

From: Rivenbark, Chris
Sent: Friday, December 04, 2015 8:03 AM
To: Alsmeyer, Eric; 'Ridings, Rob'
Cc: Murray, Christopher A; Stanton, Tyler P ([e-mail])
Subject: FW: Permit Application for B-5121 & B-5317, Wake County

Eric and Rob,
There will be a few revisions to the permit application that we submitted on Wednesday. We hope to have those to you
very soon and apologize for any inconvenience.

Chris Rivenbark
NCDOT-Natural Environment Section
[phone]

From: Rivenbark, Chris
Sent: Wednesday, December 02, 2015 10:42 AM
1

To: Alsmeyer, Eric; 'Ridings, Rob'
Cc: 'Al-Ghandour, Majed N'; 'Chapman, Amy'; 'Eric Alsmeyer ([e-mail])'; '[e-mail]';
'Hopkins, Joey'; 'Koch, Thomas K'; 'Kristi Lynn Carpenter'; 'Lauffer, Matthew S'; 'Mellor, Colin'; 'Midkiff, Eric'; 'Murray,
Christopher A'; 'Staley, Mark K'; 'Thomas, Roger D'; 'Travis Wilson'; 'Wilkins, Ronald B'; Feulner, Brett M; Griffin, Randy
W; Paugh, Leilani Y; Stanton, Tyler P ([e-mail]); 'Al-Sharawneh, Ahmad A'
Subject: Permit Application for B-5121 & B-5317, Wake County

The permit application for B-5121 & B-5317 has been prepared. The electronic copy can be viewed/downloaded at
https://connect.ncdot.gov/resources/Environmental/

This email serves as our permit application submittal to the U.S. Army Corps of Engineers and the N.C. Division of Water
Resources.

Chris Rivenbark

Project Development & Environmental Analysis

Natural Environment Section

North Carolina Department of Transportation

919-707-6152 office

[e-mail]

1598 Mail Service Center

Raleigh, NC 27699-1598

1020 Birch Ridge Drive

Raleigh, NC 27610

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
2

North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.03; Released October 2015)FOR NCDOT PROJECTS
WBS Element:42263.1.1TIP No.:B-5121/B-5317County(ies):WakePage1of2
General Project Information
WBS Element:42263.1.1TIP Number:B-5121/B-5317Project Type:Bridge ReplacementDate:10/12/2015
NCDOT Contact:Bill ElamContractor / Designer:Kimley-Horn & Associates
Address:Address:
NCDOT Hydraulics Unit3001 Weston Parkway
1020 Birch Ridge DriveCary, NC 27518
Raleigh, NC 27610
Phone:[phone]Phone:[phone]
Email:[e-mail]:[e-mail]
City/Town:RaleighCounty(ies):Wake
River Basin(s):NeuseCAMA County?No
No
Wetlands within Project Limits?
Project Description
Urban
Project Length (lin. miles or feet):0.812 mi.Surrounding Land Use:
Proposed ProjectExisting Site
Project Built-Upon Area (ac.)20.7ac.20.0ac.
Typical Cross Section Description:6 @ 11' wide lanes with an 18' median, 2' - 6" curb & gutter on both sides of travel6 @ 11' wide lanes, curb & gutter on both sides of travel direction,
and sideslopes that
direction, 14' Berm with sidewalk from back of curb, and sideslopes that vary from 2:1 orvary.
flatter.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future:70,416Year:2036Existing:58,083Year:2016
General Project Narrative:Replacement of Bridge #227 on US-70/US-401/NC-50 (Capital Boulevard) over Peace Street and Bridge # 213 on US-70/NC-50 (Wade Avenue) over US 401 (Capital
(Description of Minimization of WaterBoulevard) and over Pigeon House Branch. Work includes realignment and widening of Capital Boulevard as well as surrounding ramps and -Y- lines
around the two bridges.
Project also includes replacement/extension of a box culvert under Peace Street which carries Pigeon House Branch. Existing outfall locations and drainage patterns were
Quality Impacts)
maintained as much as possible. Pigeon House Branch is only jurisdictional stream on project. Existing project area is highly urbanized. Due to existing development,
opportunity for treatment was minimal. In most cases, existing storm drain systems outfalls were directly into Pigeon House Branch and the proposed storm drain systems had
no alternative outfall location. Base grass swale with check dams was utilized on -Flyover- prior to outfall through the buffer and into Pigeon House Branch.
Waterbody Information
Surface Water Body (1):Pigeon House BranchNCDWR Stream Index No.:27-33-18
Primary Classification:Class C
NCDWR Surface Water Classification for Water Body
Supplemental Classification:Nutrient Sensitive Waters (NSW)
Other Stream Classification:None
Impairments:None
No
Aquatic T&E Species?Comments:
NRTR Stream ID:D24SW6Buffer Rules in Effect:Neuse
YesNo
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?No
(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the
No
Deck Drains Discharge Over Water Body?
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
(Version 2.03; Released October 2015)
WBS Element:TIP No.:County(ies):Page2of2
42263.1.1B-5121/B-5317Wake
Swales
Station & CoordinatesSurfaceBaseFrontBackDrainageRecommendedActualLongitudinalRockBMP
Sheet(Road and Non RoadWaterWidthSlopeSlopeAreaTreatm't LengthLengthSlopeQ2V2Q10V10ChecksAssociated w/
No.Projects)Body(ft)(H:1)(H:1)(ac)(ft)(ft)(%)(cfs)(fps)(cfs)(fps)UsedBuffer Rules?
(1)Pigeon
-FLYOVER- 22+10 RT
22.03.03.00.110200.60%0.11.30.11.4NoYes
House
-FLYOVER- 22+30 RT
(1)Pigeon
-FLYOVER- 22+30 RT
22.03.03.01.91901400.58%6.62.28.52.4YesYes
House
-FLYOVER- 23+70 RT
Additional Comments

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTSSURFACE WATER IMPACTS
Hand
ExistingExisting
PermanentTemp. ExcavationMechanized ClearingPermanent Temp. ChannelChannelNatural
SiteStationStructureFill InFill IninClearinginSWSWImpactsImpactsStream
No.(From/To)Size / TypeWetlandsWetlands Wetlandsin Wetlands WetlandsimpactsimpactsPermanentTemp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1-L- 49+34.23 - 49+60.23 (LT)42" RCP< 0.0126
1-L- 49+96.40 - 50+50.94 (LT)Embankment / End Bent Removal< 0.0155
1-L- 49+65.71 - 49+88.08 (LT)Embankment / Bank Stabalization< 0.01< 0.011210
2-Y1- 14+85.18 - 15+15.94 (LT)2 @ 11'x7' RCBC0.0269
3-Y8- 10+82.00 -10+94.87 (LT)24" Pipe / Embankment< 0.01< 0.01911
TOTALS*:< 0.010.04211710
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
WAKE COUNTY
B-5121 & B-5317
SHEET
13 of 13
1/7/2016
Revised 2013 10 24