20120990 Ver 1_Application_20121026

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
1v) BEVERLY PERDUE P 0 Bo 25201 Rale gh,NC 27611 5202 EUGENE CONTI JR.
Q QJ GOVERNOR PHONE [phone] SECRETARY
October 23 2012
N C Division of Water Quality
Wmston Salem Regional Office
585 Waughtown St
Wmston Salem,NC 27107 1 2 ' 2
Attention Ms Amy Euhss
Subject Notification for the replacement of Bridge#222 over Whetstone Creek on SR 2148
(Whetstone Creek Rd) m Rockingham County WBS#17BP 7 R 13
Dear Ms Euhss
The North Carolma Department of Transportation is scheduled to replace Bridge #222 with a new budge
at the same location I have included the Attachment L with a project description and a set of the project
plans Please review this project for comphance by your Division
We plan to begin construction as soon as possible If further information is required please contact Jerry
Parker at(336)256 2063 Your early review and cons deration will be appreciated
Since ely
le 09,e/16
J Mills P E
► vision Engineer Division 7
Enclosures
cc Jerry A Parker Division Environmental Supervisor
Andy Will ams US Army Corps of Engineers
Patty Eason,NCDOT
Tim Powers NCDOT
NCDENR DWQ Wetlands/401 Umt Raleigh,NC
Barry Harrington Roadside Environmental Field Operations Engineer
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0 T 9 0 2.0 1 2
1584 Ywrr YVIL Sr TRE Giu N NC 27415 DENR WATER QUALITY
PH NE [phone] FAX [phone] W Uand & w to B ch

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NCDENR
North Carolina Department of Environment and Natural Resources
D fW t Q Ity
B ly E P d C I H S II D F eem
G m D ect S tary
Attachment L Low Impact Bridge Replacement Process
Low Impact Bridge Project No 17BP 7 R 13 County Rockingham
I Bridge No 222 over Whetstone Creek WBS Element Number 17BP 7 R 13
This project is subject to the Low Impact Bridge Process as agreed to on October 6
j2009 This project meets the documentation requirements and approval procedures
under NEPA as defined by FHWA for Low Impact Bridge Replacements This project
meets the standards of NCDOT s Minimum Criteria Rules
Date October 23, 2012
1 Applicant Name NCDOT
Applicant Address 1584 Yanceyville Street
Greensboro, NC 27415
Pnmary Contact for Project Jerry A Parker
1 Phone No 336 256 2063
1
Is this an after the fact application Yes X No
River Basin Roanoke
Stream Classification WS IV
Regulatory Authorization Options for this Activity
Federal USACE Nationwide General Permit 3—Maintenance
State General Water Quality Certification #3687 and/or Buffer Authonzation
Local None
I
Project Descnption —The project consists of replacing Bridge#222 over Whetstone Creek on
SR 2148 (Whetstone Creek Rd) and improving roadway approaches The existing 20 L X 24W
bridge is structurally deficient and will be replaced with a new 55 L X 30 W bridge at the same
location An off site detour will be utilized during construction No wetlands will be impacted by
the proposed project Permanent surface water impacts will be less than 0 01 ac with 25 ft of
permanent impacts to the existing channel for bank stabilization A survey was conducted for
the presence of James spinymussel and the Roanoke logperch A conclusion of No effect
T p t t P rm tt g U t One
1650 M I S C t R I gh N rth C I 27699 1650 NorthCarolina R L
Ph t 919 733 1786 1 FAIXd9 9 733-6893 h C I 27604 Naturally
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was reached for the Roanoke logperch and a conclusion of May effect not likely to adversely
effect' was reached for the James spinymussel
Signature Aidlgt A
Print Name Mills, P E
Title Division Engineer, Division 7

Attachment G Low/Minimal Impact
Bridge Project Data Sheet
1 TIP NO 17BP 7 R 13
2 IWBS Element No N/A
3 IC ty R k gh m
4 IB dg N mb 222
5 ID pt Wh tst C k
IB
6 R k
7 ICI f t WS IV
8 St m SIN 22 36
9 ITYP P I
10 IS 15 W
11 dg
12 E t g St t S p _ 20 B d
L 24 W
13 SffRt g 548
14 B dg 1 Sp 21 PCCS
15 P p d St t TYP
55 L 30 W
16 St m IUSACE(LF)
17 25
INCDWQ Imp ts(LF) 25
18 USACE Imp ts (AC) N/A
19 W tl d N 404 Imp is(AC) N/A
20 CAMA Imp ts(SF) N/A
21 NC DWQ B ff Imp ts(SF) N/A
22 B if Appl t R q d( 40 ft)(Y/N) N/A
23 Stat St mw t P rm t R q d(Y/N) N/A
24 H btat Sm the fl w M g I R k L gp hY J m Sp yM IY
25 T&E Sp P t N
26 B C I Eff t R k L gP h M yEff t N t L k l y t Ad lyEff t J m Si
I 28 M t m Typ N/A
N/A
29 Nt /Hthry N/A
30 T t W t rs T t Sp P t N/A
31 T t C d t (YIN) N/A
32 WRC R w N/A
33 CAMA}AEC N/A
34 E t I F h I H b t t N/A
35 N lop g N/A
36 USCG I P m t N/A
37 H t IP p rt N/A
38 A h I g IIR N/A
39 T b IIL d N/A
40 4(f)I Res N/A
41 6(f)[LWCF] R N/A
42 W Id d S R N/A
43 F d I L d N/A
44 TVA IA N/A
45 FEMAIB y t N/A
46 FEMAIFI d St dy N
47 UST IH M t N/A
48 IR I t
N/A
49 L t LAT 36 43627
50 LONG 79 82999
51P j t mm ts
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Lead Engineer
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