HomeMy WebLinkAbout20160738 Ver 2_Johnston 232 Permit Mod request_20170727Carpenter,Kristi
From: Coggins, Tony C
Sent: Wednesday, July 26, 2017 5:35 PM
To: Ridings, Rob
Subject: Johnston 232 Permit Mod request
Attachments: SF-500232 Wetland Permit Drawings 20170726.pdf
NCDWR # 20160738
This mod request is to add causeway access in order to drill bridge piers and temp
sheeting/dewatering in order to dewater bent location in order to build the cap in the
d ry.
Additional footprint needed is 44 LF (0.01 ac) of stream impact. Any questions let me
know..
Chad Coggins
Environmental Officer
Division Four
NC Department of Transportation
252 640 6427 office
252 717 8699 cell
509 Ward Boulevard
PO Box 3165
Wilson, North Carolina 27895-3165
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
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From: Mclamb, Corey D
Sent: Wednesday, July 26, 2017 4:40 PM
To: Coggins, Tony C <tccoggins@ncdot.gov>
Subject: FW: Johnston 232 Permit Mod
See attached. Let me know if you see any issues. If not we will work on an addendum.
Thanks,
1
From: Greg Purvis [mailto:GPurvis@wetherillen�.com]
Sent: Wednesday, July 26, 2017 4:14 PM
To: Mclamb, Corey D <cdmclamb@ncdot.�ov>
Subject: FW: Johnston 232 Permit Mod
Greg S. Purvis, PE
Project Manager
1223 Jones Franklin Rd.
Raleigh, NC 27606
Office: (919) 851-8077
Fax: (919) 851-8107
Direct: (984) 242-0573
www.wetherilleng.com
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ATTENTION: The contents of this message, including all attachments, are from Wetherill Engineering, Inc. and
are proprietary and confidential
to the intended recipient. If you have received this message in error, you are not authorized to read, copy, or
manipulate any part of the
correspondence or attachments in any manner. Please notify the sender and delete all copies of this message
and its attachments immediately.
From: Harminder Singh
Sent: Wednesday, July 26, 2017 4:14 PM
To: Greg Purvis
Subject: RE: Johnston 232 Permit Mod
Updated with Impervious Dike.
From: Harminder Singh
Sent: Wednesday, July 26, 2017 2:51 PM
To: Max Price; Greg Purvis
Subject: RE: Johnston 232 Permit Mod
See Attached Permit and Buffer Drawings.
From: Max Price
Sent: Wednesday, July 26, 2017 11:33 AM
To: Harminder Singh
Subject: FW: Johnston 232 Permit Mod
From: Greg Purvis
Sent: Wednesday, July 26, 2017 11:26 AM
To: Max Price
Subject: FW: Johnston 232 Permit Mod
See below
Greg S. Purvis, PE
Project Manager
1223 Jones Franklin Rd.
Raleigh, NC 27606
Office: (919) 851-8077
Fax: (919) 851-8107
Direct: (984) 242-0573
www.wetherillenp.com
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ATTENTION: The contents of this message, including all attachments, are from Wetherill Engineering, Inc. and
are proprietary and confidential
to the intended recipient. If you have received this message in error, you are not authorized to read, copy, or
manipulate any part of the
correspondence or attachments in any manner. Please notify the sender and delete all copies of this message
and its attachments immediately.
From: Mclamb, Corey D [mailto:cdmclambC�ncdot.gov]
Sent: Wednesday, July 26, 2017 11:25 AM
To: Greg Purvis
Subject: Johnston 232 Permit Mod
G reg
Please update the permit drawings and impact summaries to include a causeway and
impervious dike for Johnston 232 as shown in the attached.
Thanks
Corey D. McLamb, PE
Project Manager
NCDOT Division Four
PLEASE NOTE THE NEW OFFICE NUMBER BELOW
252 640 6417 office
919 915 1658 mobile
cdmclambCc�ncdot.aov
509 Ward Blvd.
PO Box 3165
Wilson, NC 27895
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third
parties.
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See Sheet 1-A f`�or Index of Sheets
GRAPHIC SCALES I DESIGN DATA
ADT 2016 = 575
30 15 0 30 60
PLANS
30 15 0 30 60
PROFILE (HORIZONTAL)
T = 6 % *
V = 45 MPH
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LOCATI0IV: BRIDGE N0.232 OVER LITTLE BUFFALO CREEK
011t SR 2110 (GLENDALE ROAD)
TYPE OF WORK GRADIIVG, DRAI11lAGE, PAVING F�' STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
NAD 83✓ � ° BEGIIII BRIDGE
NA 2011 STA.I5+04.79
BEGIN NCDOT
PROIECT 17BP.4.R.71
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PROJECT 17BP.4.R.71
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DIVISION OF HIGHWAYS
DIVISI0111 FOUR
509 Ward Boulevard, Wilson NC, 27895
0.058 MILES zOl2 STANDARD SPECIF7CATIONS
0.015 MILES EDWARD G WETHERILL, PE
RIGHT OF WAY DATE: —
0.073 MILES PROJECT ENGINF.F.R
LETTING DATE: GREG S. PURVIS, PE
PROJECT DESIGN ENGINEER
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IMPACTS IN SURFACE WATER
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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)
14+38 to 17+84.5 1@40', 1@35'
21" Cored Slab Bridge
1 14+38 to 15+30 < 0.01 0.02 0.01
2 15+55 to 17+84.5 < 0.01 < 0.01
15+41 to 15+53 Temp. Causeway 0.01 44
TOTALS*: < 0.01 0.02 0.01 0.01 0 44 0
*Rounded totals are sum of actual impacts
NOTES:
2013 10 24
k 11�;11��'<14' North Carolina Department of Transportation ��
SL[�rtl]�YdtPf Highway Stormwater Program
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STORMWATER MANAGEMENT PLAN ��--•
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 17BP.4.R.71 TIP No.: 500232 County(ies): Johnston Page 1 of 1
General Project Information
WBS Element: 17BP.4.R.71 TIP Number: 500232 Project Type: Bridge Replacement Date: 1/19/2016
NCDOT Contact: Chad Coggins Contractor I Designer: Wetherill Engineerin , Inc.
Address: Highway Division 4 Address: 1223 Jones Franklin Rd.
509 Ward Blvd, PO BOX 3165
Wilson, NC 27895 Ralei h, NC 27606
Phone: 252 237-6164 Phone:919-851-8077
Email: cco ins ncdot. ov Email: hsin h wetherillen .com
Cit ITown: N/A Count ies): Johnston
River Basin s: Neuse CAMA County? No
Wetlands within Project Limits? Yes
Pro'ect Description
Pro'ect Len th lin. miles or feet : 0.07 Surroundin Land Use: Rural, Wooded, Agricultural
Proposed Pro'ect Existin Site
Pro'ect Buiit-Upon Area ac. 0.2 ac. 0.2 ac.
Typical Cross Section Description: (2) 10' lanes with grassed shoulders and up to 4' shoulders with guardrail. 4' shoulders (2) 10' lanes with grassed shoulders
are variable width paved.
Annual Avg Daily Traffic (veh/hr/day): Design/Future: 575 Year: 2016 Existin : Year:
General Project Narrative: Replace bridge no. 232 over Little Buffalo Creek on SR 2110 Glendale Rd.). Use 1@40', 1@35' 21" Cored Slab. A TB 2GI will outlet outside the buffer zones on downstream
(Description of Minimization of Water side of the bridge with 15" CSP with Class B rip rap is used to stabilize the outlet. No deck drains will discharge directly into channel.
Quality Impacts)
Waterbody Information
Surface Water Body (1): Little Buffalo Creek NCDWR Stream Index No.: 27-57-17
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Nutrient Sensitive Waters (NSW) None
Other Stream Classification: None
Impairments: None
ThreatenedlEndangered Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: Neuse
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)