20130165 Ver 1_Application_20130220

6
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT McCRORY P. 0. Box 25201, Raleigh, NC 27611 -5202
GOVERNOR PHONE: 919 - 733 -2520
February 19, 2013
t © 2413 a
144NpS�Rps o R��glny
AT�RBR 4.�cy
TONY TATA
SECRETARY
Mr. Monte Matthews
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587 2 Q. 1 3 0 1 6 5
Subject: Nationwide Permit #14
SR 1310 (Deacon Road)
Alleghany County, North Carolina
Project Number: 11C.003087 (DWQ Permit Fee: $570)
Dear-Mr. Matthews:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1310,
Deacon Road in Alleghany County. Total project length is approximately 0.96 miles. Impervious
surface area will increase by about 0.24 acres. This project will require the replacement of six wet
pipes and will require wetland impacts as shown below:
Stream Impacts:
Seaton
Nbe�
; ��istm
i't �f
O
ggP�a�
Size.
- : fit.ewti►!?
_
F .sta�on
11 +79
66 "x 51 "x 52'
73 "x 55 "x 55'
20
40
63
14 +641
66 "x 51 "x 51'
73 "x 55 "x 80'
20
40
89
28 +402
18 "x 26'
18 "x 40'
10
40
64
28 +86
18 "x 40'
24 "x 60'
10
40
70
38 +78
18 "x 31'
18 "x 40'
10
40
59
x
x 403
io
40
65
10+60 -11+50
Gabions
90
40
130
14+70-15+70
Gabions
100
40
140
Permanent Fill/Riprap Impacts = 360 feet
Total project Impacts =
680 feet
P.O. Box 250, N. Wn.xESSOxo,NC 28659
PsoNE (336)667 -9111 FAx [phone]
J

Mr. Monte Matthews
SR 1310, Deacon Road, Alleghany
Page 2
February 19, 2013
' Bedrock is present at this location so pipe burial is unlikely.
Z This pipe is currently perched and will remain perched after replacement due "to excessive slope.
A riprap energy dissipater pad will be placed in the stream channel at the outlet of this pipe.
The replacement of the above noted wet pipes and the gabion wall installations will require
temporary dewatering. An impervious. sandbag dike will be constructed upstream of the existing
culverts /wall locations to create a small pool. Clean water will temporarily be pumped around the
construction areas and will be discharged downstream. Any dirty water located inside of the
construction areas will be pumped into a silt bag if necessary. Once the new pipes/gabions are in
place, the impervious dikes will be removed and preconstruction streambed elevations will be
restored.
The wet pipes at stations 11 +79 and 14 +64 carry UT #1 to the New River. The remaining wet
pipes in question carry different unnamed tributaries to the New River (Class: C, ORW). This
project was reviewed for the presence of threatened and endangered species on January 31, 3013.
This project will have no effect on any federally listed endangered plant or animal species.
Historic compliance work will be scheduled and concurrence with the State Historic Preservation
Office will be'obiained if iequiied.
Wetland impacts area tabulated below:
LL4q "(.:+°'°,., -yy.•.,F' _ - ���,in.
"Stat»n _Namler.,xIm
t'ti "� „¢Trr 3eie x.. Y�•". `�^'x.:raS'i- C%'._""S�rdws_+.
actT e, } 4�
.X7;+Svi.. ,:�F:.w'w4e _ „'4.�z
Ln actAcrea`" e,
29 +25 —29+64
Fill
0.047
44 +25 —44+50
Cut
0.018
Impact Total
0.065
• Due to streambed aggradation, both of these wetland areas are hydraulically fed by
overbank flooding.
The project impacts are not significant in nature and should not remove or degrade existing water
quality uses. Stormwater will be routed through grass or rock lined ditches, depending on the
ditch line slope. Pipe sizes used will be the minimum necessary to create a safe roadway. By
utilizing the erosion control measures outlined in the attachments to this application, downstream
water quality standards will be pi otected. Ovei id! watei quality in the ai ea will be hip oved by
paving the ABC travel lanes. All appropriate BMPs will be used during construction.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map and photographs.
By copy of this electronic letter, it is requested that Mrs. Marla Chambers with the North Carolina
Wildlife Resources Commission comment directly to you concerning the 404 Nationwide Permit
application with a copy sent to me.

Mr. Monte Matthews
SR 1310, Deacon Road, Alleghany
Page 3
February 19, 2013
By copy of this electronic letter, it is requested that the Division of Water Quality, 401 /Wetlands
Unit, issue the appropriate permit for construction of this project. It is requested that any
comments related to the 401 certification be forwarded directly to me with a copy sent to the US
Army Corps of Engineers.
We would like to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be appreciated.
Sincerely,
16�� dl/vr�
Heath Slaughter
Division Environmental Officer
Enclosures
cc: _ Marla Chambers, NCWRC
'Amy-Chapman; Division of Water Quality
Amy Euliss, Division of Water Quality
Mike Pettyjohn, PE, Division Engineer
Brandon Whitaker, PE, District Engineer
John Hughes, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Chase Threlkeld, Roadside Environmental Field Operations Engineer

W A LZ,?
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version
Pre - Construction Notification (PCN) Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps ? =
❑Yes
®No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buff er•Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
-
1g.
Is- the - project located in any of NC's twenty coastal counties. •Ifyes, answer 1h -
below.
❑ Yes - -
- ® No -
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
SR 1310, Deacon Road
2b.
County:
Alleghany
2c.
Nearest municipality / town:
Piney Creek
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
11C.003087
3.
Owner Information
3a.
Name(s) on Recorded Deed:
NCDOT
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
801 Statesville Road
3e. City, state, zip:
North Wilkesboro, NC 28659
3f.
Telephone no.:
336 - 903 -9202
3g.
Fax no.:
336- 667 -4549
3h.
Email address:
hslaughterQncdot.gov
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees):
Latitude: 36.56311 Longitude: - 81.34562
(DD DDDDDD) (- DD.DDDDDD)
1 c. Property size:
5.9 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
UTs to New River
2b. Water Quality Classification of nearest receiving water:
C; ORW
2c. River basin:
New
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Unpaved road in a rural area.
3b. List the total estimated acreage of all existing wetlands on the property:
0.065 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
400 linear feet -°
3d. Explain the purpose of the proposed project:
Upgrade roadway.
3e. Describe the overall project in detail, including the type of equipment to be used:
See attached cover letter.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
ED Yes No ❑ Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency /Consultant Company:
I Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
a- Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
LJ
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number –
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ – non -404, other)
(acres)
T
—Temporary
W1 ®P ❑ T
Fill
El Yes
® No
® Corps
®DWQ
0.047
W2 ®P ❑ T
Cut
_® Yes
❑ No
® Corps
® DWQ .
0.018
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
❑ Yes
E] Corps
W4 ❑P ❑T
❑No
❑DWQ
❑ Yes
❑ Corps
W5 ❑ P ❑ T
-❑ No
❑ DWQ
El Yes
El Corps
W6. ❑.P ❑T..
El No
E]- DWQ - .- ..._._. .
2g. Total wetland impacts
0.065
2h. Comments: Wetlands are hydraulically fed by overbank flooding.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g•
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ – non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ®T
Piping, Riprap &
UT #1 to New
® PER
® Corps
4 -10
63
Dewatering
River
❑ INT
® DWQ
S2 ®P ®T
Piping, Riprap &
UT #1 to New
® PER
® Corps
4 -10
89
Dewatering
River
❑ INT
® DWQ
S3 ®P ®T
Piping, Riprap &
UT #2 to New
® PER
® Corps
1
64
Dewatering
River
❑ INT
® DWQ
Piping, Riprap &
UT #3 to New
® PER
® Corps
1 -3
70
Li
S5 ®P ®T
Piping, Riprap &
UT #4 to New
® PER
® Corps
1
59
Dewatering
River
❑ INT
® DWQ
S6 ®P ®T
Piping, Riprap &
UT #5 to New
® PER
® Corps
1
65
Dewatering
I River
I ❑ INT
® DWQ
3h. Total stream and tributary impacts
See Next
3i. Comments:
Page 4 of 10
PCN Form – Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number –
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ – non -404, other)
(acres)
Temporary T
W1 ❑ P [:IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
El Yes
El Corps
_ ...___
— . ,
❑ No
❑ DWQ :.....
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ – non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ®T
Gabions &
UT #1 to New
® PER
® Corps
4 -10
130
Dewatering
River
❑ INT
® DWQ
S2 ®P ®T
Gabions &
UT #1 to New
® PER
® Corps
4 -10
140
Dewatering
River
❑ INT
® DWQ
33 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
INT
F1 DW
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
680
3i. Comments: Continued from previous page. Total fill/bank armoring = 360 linear feet
Page 4 of 10
PCN Form – Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
T
--Temporary
01 ❑ P ❑T
02 ❑ P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
49. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
K Total
5g. Comments: N/A
5h. Is a dam high hazard permit required?
❑ Yes 0 N If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse E] Tar-Pamlico E] Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason
Buffer
Zone 1 impact
Zone 2 impact
Pei i i iat ier it (P)-oT—
Temporary T
for
impact
Stream nanie
mitigation
required?
(square feet)
(square feet)
B1 ❑P ❑T
El Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑ P ❑ T
❑ Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 5 of 10
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The pipe lengths are the minimum needed to improve roadway.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All appropriate BMPs will be used during construction
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
® Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
® Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
® Yes
4b. Stream mitigation requested:
52 linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ®cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
- permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
F__ �
Page 7 of 10
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Secondary Road Project
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
-
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II ,
3b. Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attac ed?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
1 b.- If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes No
❑
letter.),,
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3." Comulative Impacts'(DWQ Requiremert)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 9 of 10
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
GIS and visual observation
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data'sources did you use to determine whether your site would impact Essential Fish Habitat?
WRC will comment
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
76. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Project submitted to HEU
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? ncfloodmaps
-J. Heath Slaughter
2/20/13
Applicant/Agent's Printed Name
Applicant/Agent's S06ture
Date
(Agent's signature is valid only if an authoriz ion letter from the applicant
is provid,3ri .
Page 10 of 10
PCN Form — Version 1.3 December 10, 2008 Version

WETLAND DATA FORM
(1987 COE Wetlands Delineation Manual)
Project /Site: SR 1310 ® 29 +50
Applicant /Owner: NC DOT
Investigator: Heath Slaughter
Date: 1/31/13
County: Alleghany
State: NC
Yes
No
Do normal circumstances exist on the site? ® ❑ Community ID: FWM
Is the site significantly disturbed? ❑
Wetland Hydrology Indicators:
(A typical situation)?
Transit ID:
Is the area a potential problem area? ❑
® Plot ID:
(If needed, explain on reverse.)
" ❑ Other
VEGETATION
Saturated in Upper 12 Inches
Dominant Plant Species Stratum Indicator
Dominant Plant Species Stratum Indicator
1.Juncus effusus herb FACW
9.
2.Festuca spp. herb
10.
3.
11.
4.
12.
5.
13.
6.
14.
7.
15.
8.
16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC -): > 50%
Remarks:
[,Wer 19
Water - Stained Leaves
HYDROLOGY
❑ Recorded Data (describe in remarks)
Wetland Hydrology Indicators:
'. ❑ Stream, Lake or Tide Gauge
Primary Indicators:
❑ Aerial Photographs
❑
Inundated
" ❑ Other
®
Saturated in Upper 12 Inches
® No Recorded Data Available
❑
Water Marks
❑
Drift Lines
Field Observations:
❑
Sediment Deposits
®
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.)
Secondary
Indicators: (2 or more required)
®
Oxidized Root Channels in
Inrhoc
Depth to -F-re-p- Water in PA& >19 ((in
❑
[,Wer 19
Water - Stained Leaves
" Depth to Saturated Soil: 8 (in.)
❑
Local Soil Survey Data
®
FAC Neutral Test
"
❑
Other (explain in remarks)
Remarks:
WLdata.frm

SOILS
Map Unit Name
(Series and Phase): Chestnut -Ashe Complex Drainage Class: Well Drained
Field Observations
Taxonomy (Subgroup): mesic Typic Dystrochrepts Confirm Mapped Type? no
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(ins) Horizon (Munsell Moist) (Munsell Moist) Abundance /Contrast Structure etc.
0-12 A 10 YR 2/1 Common loam
Hydric Soil Indicators:
❑ Histosol
❑
Concretions
❑ Histic Epipedon
❑
High Organic Content in Surface Layer in Sandy Soil
❑ Sulfidic Odor
❑
Organic Streaking. in Sandy Soils
' ❑ Aquic Moisture Regime
❑
Listed'on Local Hydric Soils List
® Reducing Conditions
❑
Listed on National Hydric Soils List
® Gleyed or Low Colors
❑
Other (explain in remarks)
Remarks:
Wetland Determination
Yes
No
_ (circle yes or no)
Hydrophytic Vegetation Present?
®
❑
Wetland Hydrology Present?
®
❑
Hydric Soils Present?
®
❑
Is This Sampling Point Within a Wetland?
® ❑
Remarks:
Hydrology fed by overbank flooding.
WLdata.frm

Eutegmurf Lzurny, m. Print map
0 150 Mill
Allegheny County, SIC
Mp:// arcgis. webgis .ncttnc /Alleghany /printable.asp
Disclaimer: The information contained on this page is NOT to be construed or used as a "legal description ". Map information Is believed to be
accurate but accuracy is not guaranteed.
Wetland solis map @ 29 +50
Soils
DSL NAME: TaD SLOPEH: 15 WONT: 0.6562
CO P : Tate HYDRIC: N INV_VCONT. 45.1282
COMPPCT: 100 HYDGRP: B HMP: 1.5955
SLOPEL: 10 THK: 72
Attributes at point
N: 1035242, E: 1310325
Fire District [Map Index Township
Name: Piney Creek Tile Name: 3013 Township: Piney Creek.
htto Uwmve_ is n t Anderson & Associates, Inc. http lMwYvandassoc com
1 of 1 2/20/2013 12:30 PM

WETLAND RATING WORKSHEET
(Fourth Version)
Project Name: SR 1310 Deacon Rd @ 29 +50 Nearest Rd. SR 1313
County: Alleghany Wetland Area: 0.06(acres) Wetland Width: 120 (feet)
Name of Evaluator: Heath Slaughter Date: 1/31/13
Wetland Location
❑ On pond or lake
® On perennial stream
❑ On intermittent stream
❑ Within intermittent stream divide
❑ other:
Soil Series: Chestnut -Ashe Complex
❑ Predominantly organi - hukmus, muck, or peat
® Predominantly mineral - nonsandy
❑ Predominantly sandy
Hydraulic Factors
❑ Steep topography
❑ Ditched or channelized
® Total wetland width > 100 feet
Wetland Type (select one)
❑ Bottomland Hardwood Forest
❑ Headwater Forest
❑ Swamp Forest
❑ Wet Flat
❑ Pocosin
❑ Bog Forest
Adjacent Land Use
Forested/natural vegetation 501/o
Agriculture, urban/suburban400/o
Impervious surfacel0%
Dominant Vegetation
(1) Juncus effusus
(2) Festuca spp.
(3)
Flooding and Wetness
❑ Semipermanently to permanently
flooded or inundated
❑ Seasonally flooded or inundated
® Intermittantly flooded or temporary
Surface water
❑ No evidence of flooding or surface water
❑ Pine Savanna
N Freshwater Marsh
❑ Bog/Fen
❑ Ephemeral Wetland
❑ Carolina Bay
❑ Other:
*The rating system cannot be applied to salt or brackish marshes or stream channels.
Rating
Water Storage 3 X 4.00 = 12
Bank/ShoreIine Stabelization 3 X 4.00 = 12 WETLAND RATING
Pollutant Removal 4 X 5.00 = 20 48 ,
Wildlife Habitat 1 X 2.00 = 2
Aquatic Life Value 0 X 4.00 = 0
Recreation/Education 1 X 1.00 = 1
*Add 1 point if in sensitive watershed and > 10 % nonpoint disturbanc ewithin 1/z mile upstream,
upslope, or radius.

WETLAND DATA FORM
(1987 COE Wetlands Delineation Manual)
Project /Site: SR 1310 @ 44 +50
Applicant /Owner: NC DOT
Investigator: Heath Slaughter
Ye
Do normal circumstances exist on the site?
Is the site significantly disturbed?
(A typical situation)?
Is the area a potential problem area?
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum
1.Juncus effusus herb
2.Festuca spp. herb
3.
4.
5.
6.
7.
8.
Date: 1/31/13
County: Alleghany
State: NC
Yes No
® ❑ Community ID: FWM
❑
Transit ID:
❑ ® Plot ID:
Indicator Dominant Plant Species
FACW 9.
10.
11.
12.
13.
14.
15.
16.
Stratum Indicator
Percent of dominant species that are OBL, FACW or FAC (excluding FAC -): > 50%
Remarks:
HYDROLOGY
❑ Recorded Data (describe in remarks)
Wetland Hydrology Indicators:
❑ Stream, Lake or Tide Gauge
Primary Indicators:
❑ Aerial Photographs
❑
Inundated
❑ Other
®
Saturated in Upper 12 Inches
_ ® No Recorded Data Available
❑
Water Marks
❑
Drift Lines
Field Observations:
❑
Sediment Deposits
®
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.)
Secondary
Indicators: (2 or more required)
®
Oxidized Root Channels in
Depth to Froo Water in Pit' 4-2 (in)
El
I Ipper 12 Inches
Water-Stained Leaves
Depth to Saturated Soil: 8 (in.)
❑
Local Soil Survey Data
®
FAC Neutral Test
❑
Other (explain in remarks)
Remarks:
WLdata.frm

SOILS
Map Unit Name
(Series and Phase): Tate
Taxonomy (Subgroup): mesic Typic Hapludults
Profile Description:
Drainage Class: Well Drained
Field Observations
Confirm Mapped Type? yes
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(ins. Horizon (Munsell Moist) (Munsell Moist) Abundance /Contrast Structure etc.
0 -12 A 10 YR 2/1 Common loam
Hvdric Soil Indicators:
I■
■
■
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low - Chroma Colors
Remarks:
Wetland Determination
(circle yes or no)
Hydrophytic Vegetation Present?
Wetland Hydrology Present?
Hydric Soils Present?
❑ Concretions
❑ High Organic Content in Surface Layer in Sandy Soil
❑ Organic Streaking in Sandy Soils
❑ Listed on Local Hydric Soils'List
❑ Listed on National Hydric Soils List
❑ Other (explain in remarks)
Yes No
0.41 ■
Is This Sampling Point Within a Wetland? ® ❑
Remarks:
Hydrology fed ed by overbank flooding.
WLdata.frm

WETLAND RATING WORKSHEET
(Fourth Version)
Project Name: SR 1310 Deacon Rd @ 44 +50 Nearest Rd. SR 1313
County: Alleghany Wetland Area: 0.04(acres) Wetland Width: 60 (feet)
Name of Evaluator: Heath Slaughter Date: 1/31/13
Wetland Location
❑ On pond or lake
® On perennial stream
❑ On intermittent stream
❑ Within intermittent stream divide
❑ other:
Soil Series: Tate
❑ Predominantly organi- hukmus, muck, or peat
® Predominantly mineral - nonsandy
❑ Predominantly sandy
Hydraulic Factors
❑ Steep topography
❑ Ditched or channelized
❑ Total wetland width > 100 feet
Wetland Type (select one)
❑ Bottomland Hardwood Forest
❑ Headwater Forest
❑ Swamp Forest
❑ Wet Flat
❑ Pocosin
❑ Bog Forest
Adjacent Land Use
Forested/natural vegetation 50%
Agriculture, urban/suburban40%
Impervious surfacel0%
Dominant Vegetation
(1) Juncus cflusus
(2) Festuca spp.
(3)
Flooding and Wetness
❑ Semipermanently to permanently,
flooded or inundated
❑ Seasonally flooded or inundated
® Intermittantly flooded or temporary
Surface water
❑ No evidence of flooding or surface water
❑ Pine Savanna
® Freshwater Marsh
❑ Bog/Fen
❑ Ephemeral Wetland
❑ Carolina Bay
❑ Other:
*The rating system cannot be applied to salt or brackish marshes or stream channels.
Rating
Water Storage 2 X 4.00 = 8
Bank/Shoreline Stabelization 3 X 4.00 = 12 WETLAND RATING
Pollutant Removal 4 X 5.00 = 20 48
Wildlife Habitat 3 X 2.00 = 6
Aquatic Life Value 0 X 4.00 = 0
Recreation/Education 1 X 1.00 = 1
*Add 1 point if in sensitive watershed and > 10 % nonpoint disturbanc ewithin %2 mile upstream,
upslope, or radius.

28t�4o
I__ USACE AID#
­-----­---,
- -3f8
DWQ # Site # (indicate on attached map)
;,®,; STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment: ' f __ 11 [[ rr__-� ^ f_ �
1. Applicant's name: N GD 0T 2. Evaluator's name: ate^ c56A Cfk t�!
3. Date of evaluation: L 13 { 113 4. Time of evaluation: % : "Pkt . ,
5. Name of stream: u75 6 NA.J (2—,lee— 6. River basin:
7. Approximate drainage area: T S. Stream order:
9. Length of reach evaluated: OU /I . 10. County: A g4E ct,-.,
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any):
OP, _o/ �.ir —._yil
Latitude (ex. 34.872312):, Y(V ai [' N/ Longitude (ex.-77.556611): —401, 3'fSCo Z °w
Method location determined (circle): GPS Topo Sheet Ortho (Aerial) Photo /GIS Other GIS Other
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying strea n(s) location):
14. Proposed channel work (if any): D i f3t...
15. Recent weather
16. Site conditions at time of visit: n 1 o t.t tis.. cut c[ C o L. b !
17. Identify any special waterway classifications known: _Section 10 Tidal Waters Essential Fisheries Habitat
_Trout Waters Outstanding Resource Waters _Nutrient Sensitive Waters _Water Supply Watershed (I -IV)
18. Is there a pond or lake located upstream of the evaluation point? YES ISO If yes, estimate the water surface area:
19. Does'channel appear onUSGS-quad map? YES 20. Does channel appear on USDA Soil Survey? S NO
21. Estimated watershed land use: _LO % Residential _% Commercial _% Industrial Z521. Agricultural
)% Forested O/o Cleared / Logged _% Other
22. Bankfull width: 3 4JF 23. Bank height (from bed to top of bank): ' Z
24. Channel slope down center of stream: Flat (0 to 2 %) Gentle (2 to 4 %) Moderate (4 to 10 %) _Steep ( >10 %)
25. Channel sinuosity: Straight K Occasional bends Frequent meander _Very sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 1 Comments: c`7!' wolde, (S#ft 6s.
Evaluator's Signature Date Z/ J! J I -2
This channel evaluati form is intended to be used o as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Arffiy Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change — version 06/03. To Comment, please call 919- 876 -8441 x 26.
117 1 DEBBIE LEE YORK
NOTARY PUBLIC
WILKES COUNTY, NC
MY COMMISSION EXPIRES 9 -2 -2015

STREAM QUALITY ASSESSMENT WORKSHEET
* These characteristics are not assessed in coastal streams.
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PROJECT. IIC "003013
CENTERLINE 4 EXISTING EDGE OF ROADWAY -------
ROAD; SR 1310 "DEACON RD ""
%NMMMNMNNNNO
COUNTY. A L L E G H A N Y
PROPOSED R/W NEW PIPE .
TYPE. WET PIPE SURVEY PROPOSED EDGE
L
OF PAVEMENT EXISTING PIPE r- _ _�
PLAN SCALE. N O SCALE
std. # Description Symbol
SHEET I OF 2
1605.01 Temporary Silt Fence - - ---------------
D A T E. JANUARY 22,201
1606.01 Special Sediment Control Fence ..........
STREAM NAME. UNNAMED TRIBUTARY
1622.01 Temporary Berms and Slope Drains ...... .. .......... 4--
T O THE NEW RIVER
1630.02 Silt Basin Type B ................---
1630.03 Temporary Silt Ditch ..... . ...........
RATING. __
Teu
1630.05 Temporary Diversion ........................... ---- TD
3' AVERAGE STREAM WIDTH
1630.06 Special Stilling Basin 13
DESIGN BY: J. D. WOOD 718
1632.03 Rock Inlet Sediment Trap Type C ...........
Place Matting for Erosion Control
9
1633.01 Temporary Rock Silt Check Type- A -- -- - ----- - - - - - -
Temporary Rock Sediment Dam Type-B-..
1634.02 ...... ......
on Slopes Adjacent to Permitted
1635.01 Rock Pipe Inlet Sediment Trap Type- A ... ...... -.
Wetlands as Work Allows.
Temporary Rock Silt Check Type -A with
Matting and Polyacrylamide (PAM) ...............
Temporary Rock Silt Check Type- B---------------- - - - - -- -llo
Wattle- - - -- ----------- --------- - - - - -- ---------------- - - -• -- - - -,
BEGIN PROJECT -L—
Infiltration Basin ---- ------ -- - --- --- - - - - -- -�
POT Sto. IO +OOM
Wattle with Polyacrylamide (PAM) ... . . . . . . . . . . .. . . . . .. . .. . . . .. O
Proposed Arch Pipe
SPECIAL
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73 "x55 'x55' a
IMPERVIOUS STILLING
Sta.11 +79
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BLOCK WELL
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DIKE
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EXISTING PIPE. 66" X 51" X 52' ARCH PIPE
NEW PIPE. 73" X 55" X 55' ARCH PIPE
PIPE
0 BE LAID ON A 32° SKEW WITH 3 "0% FALL
DEWATERING WILL BE
STOCKPILE AREA IN ROADWAY
PERFORMED ACCORDING TO
WITH SILT FENCE LOCATED ON
BMP FOR PUMPING OPERATIONS
LOWER SIDE
INSTALL PIPE(S) IN JURISDICTIONAL AREAS
ACCORDING TO
NC DOT BEST MANAGEMENT PRACTICES (4.2) FOR
CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL. CONDUCTED
DRAWN BY: J. . WOOD

PROJECT- IIC.003013 CENTERLINE
ROAD: SR 1310 "DEACON RD." PROPOSED R/W
COUNTY:ALLEGHANY
TYPE: WET PIPE SURVEY PROPOSED EDGE OF PAVEMENT -�
PLAN SCALE.-NO SCALE EXISTING EDGE OF ROADWAY - - - -- --
SHEET 2 OF 2 NEW PIPE
DATE: JANUARY 22, 2013 EXISTING PIPE
STREAM NAME.-UNNAMED TRIBUTARY
TO THE NEW RIVER
RATING: __
3' AVERAGE STREAM WIDTH
an
IBM
0 5 10 15 20 25 30 35
Temporary erosion control PROPOSED 3.0% SLOPE
devices are not shown, but
will be installed as needed
40 45 50 55
CONDUCTED BY: JW,JB
DRAWN BY: J. BRYANT

PROJECT. IIC.003013 CENTERLINE
ROAD. SR 1310 "DEACON RD." PROPOSED R/W
COUNTY.ALLEGHANY
TYPE. WET P 1 P E SURVEY PROPOSED EDGE OF PAVEMENT
PLAN SCALE -NO SCALE
SHEET IOF 2
DATE. JANUARY 22, 2013
STREAM NAME. UNNAMED TRIBUTARY
TO THE NEW RIVER
RATING: ___
3' AVERAGE STREAM WIDTH
DESIGN SY: J. D. WOOD 718
Place Matting for Erosion Control
on Slopes Adjacent to Permitted
Wetlands as Work Allows.
6.7/,
13 +53
EXISTING EDGE OF ROADWAY – – – – – – –
NEW PIPE
EXISTING PIPE r = _�
Std. # Description
I Symbol
1605.01 Temporary Silt Fence --------- --------
1606.01 Special Sediment Control Fence........
.
1622.01 Temporary Berms and Slope Drains
0
1630.02 Silt Basin Type B - --- -------------
c`
EXISTING E I P
TW
13 +53
TD
12.91 L
1632.03 - -
ET
5.9
1634.02
6.7/,
13 +53
EXISTING EDGE OF ROADWAY – – – – – – –
NEW PIPE
EXISTING PIPE r = _�
Std. # Description
I Symbol
1605.01 Temporary Silt Fence --------- --------
1606.01 Special Sediment Control Fence........
.
1622.01 Temporary Berms and Slope Drains
................... `— `—
1630.02 Silt Basin Type B - --- -------------
- -- - --
1630.03 Temporary Silt Ditch ................
TW
1630.05 Temporary Diversion ...........................
TD
1630.06 Special Stilling Basin
Rock Inlet Sediment Trap Type C
1632.03 - -
.. - ......
1633.01 Temporary Rock Silt Check Type -A ........... . .. .
Temporary Rock Sediment Dam Type- B
1634.02
.................... .
1635.01 Rock Pipe Inlet Sediment Trap Type -A ............
Temporary Rock Silt Check Type -A With
Matting and Polyacrylamide (PAM) - - - - ........
Temporary Rock Silt Check Type -B -----------------
Wattle-------------- -------- -----------------
- - - - -- -%
- - ---- - - -- - - - --
Infiltration Basin .............. . . . . . . . . . . .
. .
Wattle with Polyacrylamide (PAM),. ... . .......
. . . . . . . . . . .. . .. . . O
Proposed Arch Pipe
73'x 55 "x 80'
Sta.14 +64 I v
\
m
JIMPERVICILIS]
DIKE
L-Z
f 6.7 Y
SPECIAL
STILLING I
BAS I N
$10.13+2433 IMPERVIOUS
DIKE
EXISTING PIPE. 66" X 51" X 51' ARCH PIPE
NEW PIPE. 73" X 55" X 80' ARCH PIPE
DEWATERING WILL BE STOCKPILE AREA IN ROADWAY
PERFORMED ACCORDING TO WITH SILT FENCE LOCATED ON
BMP FOR PUMPING OPERATIONS LOWER SIDE
INSTALL PIPE(S) IN JURISDICTIONAL AREAS ACCORDING TO
NC DOT BEST MANAGEMENT PRACTICES (4.2) FOR
CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
CONDUCTED BY: JW,JB
DRAWN BY: J. WOOD

PROJECT: IICo003013
ROAD. SR 1310 "DEACON RD."
COUNTY.ALLEGHANY
TYPE. WET PIPE SURVEY
PLAN SCALE :NO SCALE
SHEET 2 OF 2
DATE: JANUARY 22, 2013
STREAM NAME. UNNAMED TRIBUTARY
TO THE NEW RIVER
RATING. ___
Y AVERAGE STREAM WIDTH
1121
1119
0 5 10 15 20 25
Temporary erosion control
devices are not shown, but
will be installed as needed
30 35 40 45 50
PROPOSED 4e0% SLOPE
CENTERLINE
PROPOSED R/W
PROPOSED EDGE OF PAVEMENT
EXISTING EDGE OF ROADWAY - - - -- --
NEW PIPE
EXISTING PIPE r = =i
55 60 65 70 75 80
SURVEY DATE: O1 /26/2012
CONDUCTED BY: JW,JB
DRAWN BY: J. WOOD

PROJECT: 11 C.003013
ROAD: SR 1310 "DEACON RD."
COUNTY: ALLEGHANY
TYPE: WET PIPE SURVEY
PLAN SCALE: NO SCALE
SHEET 1 OF 2
DATE: JANUARY 11,2013
STREAM NAME: UNNAMED TRIBUTARY
TO THE NEW RIVER
RATING:
3' AVERAGE STREAM WIDTH
DESIGN BY: J. D. WOOD 7 88
CENTERLINE No-sk—
PROPOSED R/W
PROPOSED EDGE OF PAVEMENT
EXISTING EDGE OF ROADWAY — — — — — — —
NEW PIPE —
EXISTING PIPE r =
N
IMPERVIOUS
N
DIKE
Temporary Silt Fence ------ - - - - - - - - - - -
UN
RRNE�
N
70 NEW Y
Special Sediment Control Fence.........
1622.01
1.6 %
-- - - - - --
1.6 % PT Sta. 27- f60.76
PC Sta. 27199.62 /
STOCKPILE- AREA IN ROADWAY
WITH SILT FENCE LOCATED ON
LOWER SIDE
DEWATERING WILL BE
PERFORMED ACCORDING TO
BMP FOR PUMPING OPERATIONS
IMPERVIOUS
DIKE
Std. #
Description
Symbol
1605.01
Temporary Silt Fence ------ - - - - - - - - - - -
III III
—III
1606.01
Special Sediment Control Fence.........
1622.01
Temporary Berms and Slope Drains ......
............. `— `—
1630.02
Silt Basin Type B .....................
..
1630.03
Temporary Silt Ditch ................
.Sp
1630.05
Temporary Diversion ............................
'rn
1630.06
Special Stilling Basin
Rock Inlet Sediment Trap Type C
1632.03
...........
1633.01
Temporary Rock Silt Check Type -A ................
Temporary Rock Sediment Dam Type- B
1634.02
......................
1635.01
Rock Pipe Inlet Sediment Trap Type -A ............8
s
Temporary Rock Silt Check Type -A with
Matting and Polyacrylamide (PAM) ...............
Temporary Rock Silt Check Type- B ---- - ----------------
Wattle.....................:.. .... ...... ..........
- - - --,
.............�
Infiltration Basin ....... ....... .............
Wattle with Polyacrylamide (PAM).. . . ...... . ...... . ........ . . . .O
J �� \ pioPeRY
c � \
O OL 9' x 3' x 3' 9' x 3' x 3
6
a` ID .B ID 6.0 S -y-
propedY Lin
p
SPECIAL _ �''�a /+
STILLING
ASIN
R
IMPERVIOUS
-!- DIKE
yR6 �1
P
Proposed Pippe
.� 24" x 60' @ Sta. 28 +86
Install on 44° Skew at 5%
Ir\ 9' x 3' x 3'
_ ID 6.A
Proposed Pipe: 18" x 40' @ Sta. 28 +40
Install on 120° Skew at 9°o.
Existing Pipe: 18" x 26'
Place Matting for Erosion Control
on Slopes Adjacent to Permitted CONDUCTED BY: JW,JB
Wetlands as Work Allows. DRAWN BY: J. WOOD
INSTALL PIPE(S) IN JURISDICTIONAL AREAS ACCORDING TO
NC DOT BEST MANAGEMENT PRACTICES (4.2) FOR
CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.

PROJECT: 11C.003013
std. # Description Symbol
ROAD: SR 1310 "DEACON RD."
1605.01 Temporary Silt Fence ............ . . . . .
COUNTY: ALLEGHANY
1606.01 Special Sediment Control Fence ... .. -...
TYPE: WET PIPE SURVEY
1622.01 Temporary Berms and Slope Drains ....... ............
�
1630.02 Silt Basin Type B ... ............... . ....
PLAN SCALE: NO SCALE
1630.03 Temporary Silt Ditch .................
SHEET 1 OF 2
rsn
1630.05 Temporary Diversion ........................... --- TD
DATE: JANUARY 11,2013
1630.06 Special Stilling Basin
Rock Inlet Sediment Trap Type C
STREAM NAME: UNNAMED TRIBUTARY
1632.03 .... - ......
1633.01 Temporary Rock Silt Check Type -A .. ...... . ......
TO THE NEW RIVER
1634,02 Temporary Rock Sediment Dam Type- B ..................... .
RATING:
3' AVERAGE STREAM WIDTH
1635.01 Rock Pipe Inlet Sediment Trap Type -A ............g s
Temporary Rock Silt Check Type -A with °
O
DESIGN BY: J. D. WOOD 718
Matting and Polyacrylamide (PAM) ..............
7
CENTERLINE
Temporary Rock Silt Check Type- B ............... ••••- - - - - -'
Wattle • ........................... ........................ ......'
PROPOSED R/W
Infiltration Basin . . . . . . . .. . . . ....... ....... I
Wattle with Polyacrylamide( PAM) .......... ... .................
PROPOSED EDGE OF PAVEMENT
O
EXISTING EDGE OF ROADWAY — — — — — — —
NEW PIPE z
EXISTING PIPE ; _ =i
p
IMPERVIOUS
DIKE o /
9' x 3' x 3'
�- EXI TING 50'RW ID 8.13
C,1
Q0
__ \
_
SR 1312 ^��
SPECIAL v
rn
STILLING 9' 3' 3' (V
` x x
"DOUBLE BRANCH ROAD" �� \ \ BASIN ID 8.D 00 EXISTING EA P
T� ED TR /BUT 40 +90
\` \
\' -- \/ NEW R/VER Y 2642 LT
T
- -
2`2
\�'
N 28'291
-- �' —
35.8 "E
- --
12, 0, 3 n„ E
9' x 3'x 3' ri EXISTING E.1 P
2'7
38+58
ID 8.A /� 25.24RT
8' .SOIL DRIVE
9' x 3' x 3'
ID 8.E
Proposed Pipe: 18" x 40' Sta. 38 +78
X J, x
ID 8.0
Install on ew at o.
Existing Pipe: 18" x 31'
IMPERVIOUS
DIKE
STOCKPILE AREA IN ROADWAY
Place Matting for Erosion Control
WITH SILT FENCE LOCATED ON
on Slopes Adjacent to Permitted
LOWER SIDE
CONDUCTED BY: JW,JB
Wetlands as Work Allows. DRAWN BY: J. WOOD
DEWATERING WILL BE
INSTALL PIPE(S) IN JURISDICTIONAL AREAS ACCORDING TO
PERFORMED ACCORDING TO
NC DOT BEST MANAGEMENT PRACTICES (4.2) FOR
BMP FOR PUMPING OPERATIONS
CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.

PROJECT: 11C.003013 STREAM NAME: UNNAMED TRIBUTARY
ROAD: 1 ' • 'D TO THE NEW RIVER
• ALLEGHANY RATING:
TYPE: WET PIPE SURVEY 3'AVERAGE STREAM
• . . NO SCALE
SHEET 2 OF
D. JANUARY 1
Existing Pipe: 18" x 31'
1,
1090
' 111111111
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--
�.
���■"'
■
■ ■..._
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--
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illlllllllllllllllllllllllllllllllllllll
11111111111111111111111111111111111111111111111111111111111111111111111111111111
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-TT
1
11H 1
11.1.11
1 i
1
111
1
111
'
1
'_ 11
11.11
080
11111111
111111111
_
_
1111111111111111111111111111111
_
_1_
_
_1 _1
_1 _1
_1 _1
_1 _1
_ _
_
_ _'
_
_1 _111
_ _
111
_1_
1111'11„1111""""'111"'1
_ _
0 15 20 25 30 35 40 45 50 55 .I/ 65 70 75 ;I/
INVERT 1:6 (Proposed) OUT 1:4.7' (Proposed
SURVEY IA 0112612012
CONDUCTED : :
Temporary • • n control devices are not but will be installed as needed 1'A : I.1

PROJECT: 11C.003013
ROAD: SR 1310 "DEACON RD."
COUNTY: ALLEGHANY
TYPE: WET PIPE SURVEY
PLAN SCALE: NO SCALE
SHEET 1 OF 2
DATE: JANUARY 11,2013
STREAM NAME: UNNAMED TRIBUTARY
TO THE NEW RIVER r
RATING:
3' AVERAGE STREAM WIDTH
DESIGN BY: J. D. WOOD 7 88
CENTERLINE wmv.k�
PROPOSED R/W
PROPOSED EDGE OF PAVEMENT --
EXISTING EDGE OF ROADWAY – – – – – – –
NEW PIPE —
EXISTING PIPE —
v
J
r
v
PT Sto.42 +3351
SPECIAL
STILLING
UNNAMED TR /BUTA,q BASIN
TO 'NEW RIVER' �_�•..
Proposed Pipe: 24" x 40' @ Sta. 43 +87
Install on 590 9kew at 3.8 %.
Existing Pipe. 24" x 25'
STOCKPILE AREA IN ROADWAY
WITH SILT FENCE LOCATED ON
LOWER SIDE
DEWATERING WILL BE
PERFORMED ACCORDING TO
BMP FOR PUMPING OPERATIONS
Std. # Description
Symbol
1605.01 Temporary Silt Fence -------- --- - - - - --
"'
W
1606.01 Special Sediment Control Fence........ .
1622.01 Temporary Berms and Slope Drains .. ................
`— `—
1630.02 Silt Basin Type B - - - - - -- ---------------
1630.03 Temporary Silt Ditch ......... — – ...
,.9D
1630.05 Temporary Diversion ...........................
-- TD
1630.06 Special Stilling Basin
Rock Inlet Sediment Trap Type C
1632.03 ...........
1633.01 Temporary Rock Silt Check Type -A .................
Temporary Rock Sediment Dam Type-B.
1634.02 ..
. ..................
1635.01 Rock Pipe Inlet Sediment Trap Type -A ............$9
Temporary Rock Silt Check Type -A with
Matting and Polyacrylamide (PAM)
�° °°° °°
O
Temporary Rock Silt Check Type -B - - - - - - - - - --- - •
Wattle....................... ........................
• • • - ........,
.......
Infiltration Basin .......... ..... .............
Wattle with Polyacrylamide ( PAM) . . . . . . .... . . . . . .
. . . . . .. . ..... . .O
PC Sta. 43 +92 -65 � —
al
0
a.
9' x 3' x 3'
IMPERVIOUS ID 9.A
DIKE
POW83ER POL
23.50 LT
4' X 6SPRING V-
IMPERVIOUS
DIKE
9' x 3' x 3'
ID 9.6
Place Matting for Erosion Control
on Slopes Adjacent to Permitted CONDUCTED BY: JW,JB
Wetlands as Work Allows. DRAWN BY: J. WOOD
INSTALL PIPE(S) IN JURISDICTIONAL AREAS ACCORDING TO
NC DOT BEST MANAGEMENT PRACTICES (4.2) FOR
CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.

.. • 11 1 a . , . ■ . •
•
D. I CMIAI ,• 1
' ••• -• •- 1 • : • •' :•
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1111111111111111'11111111111111
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it
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HIM
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Hill
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Hill
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1111111111111111111111111111111
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1",1„1"11'1,,,"'
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r r r r y ► .► ► ;r
' 1•: ' ••• -• • 1• 1 ••• -•
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•• • • • • •- • • • •- -• -•-• 1•' MW 111

Mason.....
..........
am 0
..........
.......... .. ........
..........
..........

Perched outlet view at 28 +40.
Wetland at 29 +50.

Upstream view at 38 +78.
Perched outlet view at 38 +78.

Inlet view at 43 +87.
Upstream view at 43 +87.

Downstream view at 43 +87. Wetlands exist alongside the stream. Our environmentally friendly
plan is to avoid this area. O

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pti +gZ le MDIA weaalsdn
'b9 +tit @ nnaln jalln0