20130937 Ver 1_Application_20130903

Page 1 of 10
PCN Form – Version 1.3 December 10, 2008 Version
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: Section 404 Permit Section 10 Permit
1b. 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
1d. 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 Buffer Authorization
1e. 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. If yes, answer 1h
below.
Yes No

1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project: Replacement of Bridge 95 on SR 1947 over Beaverdam Creek
2b. County: Union
2c. Nearest municipality / town: Wingate
2d. Subdivision name: none
2e. NCDOT only, T.I.P. or state
project no: WBS 17BP010.R.37
3. Owner Information
3a. Name(s) on Recorded Deed: State of North Carolina Department of Transportation
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:

Page 2 of 10
PCN Form – Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify: Division Environmental Officer
4b. Name: Larry Thompson
4c. Business name
(if applicable):
4d. Street address: 716 W. Main Street
4e. City, state, zip: Albemarle, NC 28001
4f. Telephone no.: 704-301-4881
4g. Fax no.:
4h. Email address: [e-mail]
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 3 of 10
PCN Form – Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1b. Site coordinates (in decimal degrees): Latitude: 34.92872 Longitude: - 80.416972
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Beaverdam Creek
2b. Water Quality Classification of nearest receiving water: WS-V
2c. River basin: Yadkin
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:
Existing bridge is structually deficient and must be replaced. Land use in the project vicinity consists primarily of
agricultural cropland and pasture, interspersed by forestland along stream corridors, woodlots, and rural residential
development.
3b. List the total estimated acreage of all existing wetlands on the property:
0.0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
60 ft. in 60 ft Right of Way
3d. Explain the purpose of the proposed project:
Replacement of structurally deficient bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
Replacement of existing bridge with culvert. Equipment to include excavator, backhoe, crane, etc.
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:
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:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.

5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
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 4 of 10
PCN Form – Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1a. 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.
Wetland impact
number –
Permanent (P) or
Temporary (T)
2b.

Type of impact
2c.

Type of wetland
(if known)
2d.

Forested

2e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404, other)
2f.

Area of impact
(acres)
W1 P T Yes
No
Corps
DWQ
W2 P T Yes
No
Corps
DWQ
W3 P T Yes
No
Corps
DWQ
W4 P T Yes
No
Corps
DWQ
W5 P T Yes
No
Corps
DWQ
W6 P T Yes
No
Corps
DWQ
2g. Total wetland impacts 0.0
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.
Stream impact
number -
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial
(PER) or
intermittent
(INT)?
3e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P T Culvert Beaverdam Creek PER
INT
Corps
DWQ 9 ft. 40 ft.
S2 P T Rip rap floodplain
benching Beaverdam Creek PER
INT
Corps
DWQ 9 ft. 26 ft.
S3 P T PER
INT
Corps
DWQ
S4 P T PER
INT
Corps
DWQ
S5 P T PER
INT
Corps
DWQ
S6 P T PER
INT
Corps
DWQ
3h. Total stream and tributary impacts 66 ft.
3i. Comments: Bridge No. 95 will be replaced with a culvert. Rip rap will be placed on the stream bank in each of the four
quadrants.

Page 5 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.
Open water
impact number –
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable)
4c.

Type of impact
4d.

Waterbody type
4e.

Area of impact (acres)
O1 P T
O2 P T
O3 P T
O4 P T
4f. Total open water impacts 0.0
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.

Pond ID
number
5b.

Proposed use or purpose
of pond

5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total 0.0
5g. Comments:
5h. Is a dam high hazard permit required?
Yes No 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.
Project is in which protected basin?
Neuse Tar-Pamlico Other:
Catawba Randleman
6b.
Buffer impact
number –
Permanent (P) or
Temporary (T)
6c.

Reason
for
impact
6d.

Stream name
6e.

Buffer
mitigation
required?
6f.

Zone 1 impact
(square feet)
6g.

Zone 2 impact
(square feet)
B1 P T Yes
No
B2 P T Yes
No
B3 P T Yes
No
6h. Total buffer impacts 0.0
6i. Comments:

Page 6 of 10
PCN Form – Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Rip rap on channel banks is required for permanent stability.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All efforts will be made during construction to minimize impacts by using Best Management Practices for Construction and
Maintenance Activities.
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: 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 7 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:

Page 8 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
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? no change %
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Construction of this project will not
increase the impervious surface at the project. Stormwater from the road surface will not be discharged directly into the
stream. Stormwater will be collected in ditches located in vegetated portions of the project. The ditches are lined with
permanent soil reinforcing mats. The total area of disturbance is less than one acre.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:

2e. Who will be responsible for the review of the Stormwater Management Plan?
Certified Local Government
DWQ Stormwater Program
DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project?
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
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 9 of 10
PCN Form – Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. 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
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. 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
letter.)
Comments:
Yes No
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,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
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. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality? Yes No
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.
Project will not generate sewage disposal.

Page 10 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
habitat? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? Yes No
5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?

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?
Available mapping.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?

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? Available mapping.

Applicant/Agent's Printed Name

_______________________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)

Date

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PRELIMINARY PLANS

PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
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DESIGN DATA
SIGNATURE:
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P.E.
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GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
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20
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8
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BURKE EVANS, PE
6
60
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17BP.10.R.37
PROJECT
= 0.038 mile
= 0.004 mile
= 0.034 mile
P.E.
R/W & UTILITIES
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
Prepared For:
By:
LETTING DATE:
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
RIGHT OF WAY DATE:
P
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1
7
B
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10
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17BP.10.R.37
KEVIN S HUTCHENS, PE
TOTAL LENGTH PROJECT 17BP.10.R.37
LENGTH STRUCTURES PROJECT 17BP.10.R.37
LENGTH ROADWAY PROJECT 17BP.10.R.37
2002004
-L- POC Sta. 12+00.00
END WBS PROJECT 17BP.10.R.37
-L-
(
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SR
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MARSHVILLE RD.)
(OLD PAGELAND
TO SR 1937
RUSSELL POPE RD
74
74
W Union St
N Carelock Dr
N Eliz
a
beth Ave
W Elm St
W Elm St W Elm St West StE Elm St E Elm St
King St
Evans LnBivens LnWest St
Marshville Blvd
F
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ne
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N Austin St
N Stewart St
W Wilson St W Wilson St
Washington StCannon Blvd
Austin Rd Aaron St Sturdevant St
Monroe St
Cannon Blvd
N Camden Rd
Monroe StBivens St Sanford St
Flake St
Monroe St
Monroe St
Long St
Hinson St
S Camden Rd
Jerome St
S Colle
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Evans St
S Stewart StDiane St Morgan Pl
Todd Cir
Carmen Rd
Hambrick St
Lakeview Dr
Washington St
Bo
ok
er St
Todd Cir
Todd Cir
Booker St Crestway Ct
Circle DrDiane St
Creek View Ln
Marsh StGaiya St
Chaney St
Faulks
Baptist Church
Wingate
Pop. 4,255 Forest Hills Rd
E Wilson St
E Wilson StEdgewood Dr
N Main St
S
Ma
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Ca
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Rd
Sn
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to
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T
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R
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L J Whitley Rd
W
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1945
1949
1003
1947
1948
1934
1937
1935
1903
1934
1903
1947
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1933
1956
1954
1955
1762
1002
1758
1934
1961
1945
1957
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1962
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1740
1967
1958
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1957
1959
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1960
1957
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WingateElem. Sch.
-L- POC STA. 11+03.75
BEGIN CULVERT
-L- POC STA. 11+27.31
END CULVERT
AUGUST 20, 2012
17BP.10.R.37
17BP.10.R.37
17BP.10.R.37 CONST.
Old
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1943
1940 1937
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OVER BEAVERDAM CREEK
LOCATION: BRIDGE #95 ON SR 1948 (RUSSELL POPE RD.)
UNION COUNTY
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
-L- PC Sta. 10+00.00
BEGIN WBS PROJECT 17BP.10.R.37
B
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AVE
R
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[phone]
DIVISION BRIDGE PROGRAM MANAGER
GARLAND HAYWOOD, PE

NCDOT CONTACT:
LOCAL
CLASSIFICATION:
FUNCTIONAL
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Sanders RdPhillipsEfird RdHelms
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
____
WETLAND PERMIT DRAWINGS
EXISTING R/W
EXISTING R/W
EXI
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SR 1948 RUSSELL POPE RD 18’ BST
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17BP.10.R.37
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SURFACE WATER IMPACTS
WATER IMPACTS
TEMPORARY SURFACE
WATER IMPACTS
TEMPORARY SURFACE
F F
F
F
-L- POC Sta. 12+00.00
END WBS PROJECT 17BP.10.R.37
-L- PC Sta. 10+00.00
BEGIN WBS PROJECT 17BP.10.R.37
NAD
8
3
PI = 11+40.00
EL = 537.92’
(+)0.3043%
(+)2.7333%
VC = 120’
K = 49
EL. 537.57’
-L- STA. 10+25.00
BEGIN GRADE EL. 539.56’
-L- STA. 12+00.00
END GRADE
E
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ELEV=537.43’
N 432057.0560 E 1575300.8020
-L- STA. 11+34.82 (13.79’ RT)
BL-2
V = 35 mph
ELEV=542.73’
N 431,444.4200 E 1,575,673.7740
OUTSIDE PROJECT LIMITS
BL-1
ELEV=548.86’
N 432,283.9320 E 1,575,191.4890
OUTSIDE PROJECT LIMITS
BL-3
SKEW 98
OVERALL LENGTH = 41’-11"
L STA. 11+15.53 -L-
PROPOSED 3 @ 7’ x 6’ RCBC
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
CULVERT HYDRAULIC DATA
= 470
= 10
= 536.6
= 891 (FEMA)
= 100
= 538.2
= 600
= 10+
= 537.5
(-
)
3
.58%
(-) 1.58%
(-) 0.52%
(-) 0.88%
EST. 5 SY COIR FIBER MAT
EST. 10 SY GEOTEXTILE
EST. 7.5 TONS CL. I RIP RAP
SEE DETAIL B1
FLOODPLAIN BENCH
EST. 5 SY COIR FIBER MAT
EST. 13 SY GEOTEXTILE
EST. 9 TONS CL. I RIP RAP
SEE DETAIL B1
FLOODPLAIN BENCH
EST. 5 SY COIR FIBER MAT
EST. 14 SY GEOTEXTILE
EST. 10.5 TONS CL. 1 RIP RAP
SEE DETAIL B1
FLOODPLAIN BENCH
(NOT TO SCALE)
(TYP.)
RIP RAP
CLASS I
GROUND
NATURAL
CHANNEL
LOW FLOW
(
T
YP
.)
2:1
MATTING
COIR FIBER
1
.0
’
5’ TO 7’
VARIES
0’ TO 6’
VARIES
2:
1
DETAIL B1
FLOODPLAIN BENCH AT INLET AND OUTLET
GEOTEXTILE
EST. 5 SY COIR FIBER MAT
EST. 10 SY GEOTEXTILE
EST. 7.5 TONS CL. I RIP RAP
SEE DETAIL B1
FLOODPLAIN BENCH
85’
+30
95’
+85
5
3
1
5
3
1
5
3
1
531
5
3
2
5
3
2
5
3
2
5
3
2
533
5
3
3
5
3
3
5
3
3
534
5
3
4
534
5
3
4
534
534
534
5
3
4
5
3
5
535
5
3
5
535
535
535
535535
535
536
536
5
3
6
536
536 5 3 6
536536
537
5
3
7
537
537
537
537 537
5
3
8
538
538
538
5
3
9
539
5
4
0
540
541
541
542
542
543
543
543
544
544
545
545
5
4
6
546
5
4
7
547
548
548 549
5
4
9
550
5
5
0
551552 553 554
555 556
557
558
559560
EXISTING R/W
EXISTING R/W
EXI
STI
N
G
R/
W
EXI
STI
N
G
R/
W
SR 1948 RUSSELL POPE RD 18’ BST
CYNTHIA H COLLINS
RICKEY L AND
PAMELA F COLLINS
ROBERT M AND
JEFFREY D PADGETT
KATHY MILLS
DOUGLAS AND
1
2 3
4
B
E
AVE
R
DAM
CR
E
E
K
RE
VIS
IO
N
S

DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4
R/W SHEET NO.8
/
1
7
/
9
9
12
/
10
/
2
0
12
R
:
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9
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5
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1
2
:
2
5

A
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10 11 12 13
530
+50 +50 +50
525
520
535
540
545
530
525
520
535
540
545
17BP.10.R.37
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SURFACE WATER IMPACTS
WATER IMPACTS
TEMPORARY SURFACE
WATER IMPACTS
TEMPORARY SURFACE
F F
F
F
-L- POC Sta. 12+00.00
END WBS PROJECT 17BP.10.R.37
-L- PC Sta. 10+00.00
BEGIN WBS PROJECT 17BP.10.R.37
NAD
8
3
PI = 11+40.00
EL = 537.92’
(+)0.3043%
(+)2.7333%
VC = 120’
K = 49
EL. 537.57’
-L- STA. 10+25.00
BEGIN GRADE EL. 539.56’
-L- STA. 12+00.00
END GRADE
E
L.

5
3
4
.
8
4
-
L-

S
TA
.

10
+
0
0
.
0
0

LT
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’

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6
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3
2

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L.

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3
3
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0
0
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LA
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L.

5
4
3
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3
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’

D
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H
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N
D
O
C
ELEV=537.43’
N 432057.0560 E 1575300.8020
-L- STA. 11+34.82 (13.79’ RT)
BL-2
V = 35 mph
ELEV=542.73’
N 431,444.4200 E 1,575,673.7740
OUTSIDE PROJECT LIMITS
BL-1
ELEV=548.86’
N 432,283.9320 E 1,575,191.4890
OUTSIDE PROJECT LIMITS
BL-3
SKEW 98
OVERALL LENGTH = 41’-11"
L STA. 11+15.53 -L-
PROPOSED 3 @ 7’ x 6’ RCBC
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
CULVERT HYDRAULIC DATA
= 470
= 10
= 536.6
= 891 (FEMA)
= 100
= 538.2
= 600
= 10+
= 537.5
(-
)
3
.58%
(-) 1.58%
(-) 0.52%
(-) 0.88%
EST. 5 SY COIR FIBER MAT
EST. 10 SY GEOTEXTILE
EST. 7.5 TONS CL. I RIP RAP
SEE DETAIL B1
FLOODPLAIN BENCH
EST. 5 SY COIR FIBER MAT
EST. 13 SY GEOTEXTILE
EST. 9 TONS CL. I RIP RAP
SEE DETAIL B1
FLOODPLAIN BENCH
EST. 5 SY COIR FIBER MAT
EST. 14 SY GEOTEXTILE
EST. 10.5 TONS CL. 1 RIP RAP
SEE DETAIL B1
FLOODPLAIN BENCH
(NOT TO SCALE)
(TYP.)
RIP RAP
CLASS I
GROUND
NATURAL
CHANNEL
LOW FLOW
(
T
YP
.)
2:1
MATTING
COIR FIBER
1
.0
’
5’ TO 7’
VARIES
0’ TO 6’
VARIES
2:
1
DETAIL B1
FLOODPLAIN BENCH AT INLET AND OUTLET
GEOTEXTILE
EST. 5 SY COIR FIBER MAT
EST. 10 SY GEOTEXTILE
EST. 7.5 TONS CL. I RIP RAP
SEE DETAIL B1
FLOODPLAIN BENCH
85’
+30
95’
+85
Parcel
Number Names
1Douglas and Kathy Mills2122 Russell Pope RdWingateNC28174
2Jeffrey D. Padgett1601 Keeling PlaceCharlotteNC28210
3Robert M. and Pamela F. Collins1821 Russell Pope RdWingateNC28174
4Rickey L. and Cynthia H. Collins1914 Russell Pope RdWingateNC28174
SHEET 1 OF 1
WBS -17BP.10.R.37
12/10/2012
Property Owners
Addresses
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
UNION COUNTY
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WBS - 17BP.10.R.37

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12/10/2012UNION COUNTY
NC

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034° 56' 30.00" N
034° 56' 30.00" N
034° 56' 0.00" N
034° 56' 0.00" N
034° 55' 30.00" N
034° 55' 30.00" N
034° 55' 0.00" N
034° 55' 0.00" N
034° 54' 30.00" N
034° 54' 30.00" NUnion County Structure # 890095
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