20140305 Ver 1_Application_20140328

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT L. MCCRORY ANTHONY J. TATA
GOVERNOR SECRETARY
March 20, 2014
U. S. Army Corps of Engineers
Regulatory Field Office
331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
ATTN: Mr. John Thomas
NCDOT Coordinator
Subject: Application for Section 404 Nationwide Permits 13 and 33 and Section 401
Water Quality Certification for the replacement of Bridge No. 38 over Muddy
Creek on SR 1493 (Frye Bridge Road) in Davidson County, Federal Aid Project
No. BRZ-1493(2); Division 9; TIP No. B-4741
Debit $240.00 from WBS Element 38514.1.1
Please see enclosed copies of the Pre -Construction Notification (PCN) form, final jurisdictional
determination, stormwater management plan, permit drawings and design plans for the above
mentioned project. For impact totals, please see the PCN.
The proposed let date for the project is December 16, 2014 with a review date of October 28,
2014. However, the let date may advance as additional funding becomes available.
A copy of this permit application and its distribution list will be posted on the NCDOT website at
https://connect.ncdot.gov/resources/Environmental/Pages/default.aspx, under Quick Links >
Permit Applications. A copy of the CE is also available at the above website address under Quick
Links > Environmental Documents.
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Jason Dilday at [e-mail] or [phone].
Sincerely,
Richard W'. Hancock, P.E., Manager
Project Development and Environmental Analysis Unit
cc: NCDOT Permit Application Standard Distribution List
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone]
PROJECT DEVELOPMENT & ENVIRONMENTAL ANALYSIS UNIT FAX: [phone]
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
WEBSITE: NCDOT. GOV
LOCATION:
CENTURY CENTER, BUILDING B
1020 BIRCH RIDGE DRIVE
RALEIGH NC 27610

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
la. Type(s) of approval sought from the
Corps:
10 Permit
I Section 404 Permit ❑ Section
1 b. Specify Nationwide Permit (NWP) number: 13 33 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
// Yes ❑ No
ld. Type(s) of approval sought from
the DWQ (check all that apply):
— Regular ❑ Non-404 Jurisdictional General Permit
— Express ❑ Riparian Buffer Authorization
0 401 Water Quality Certification
❑ 401 Water Quality Certification
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
For the record only for Corps Permit:
❑ Yes // No
❑ Yes 0 No
lf. 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 /1 No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer lh
below.
❑ Yes // No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes 8 No
2. Project Information
2a. Name of project:
Replacement of Bridge 38 over Muddy Creek on SR 1493 (Frye Bridge Road)
2b. County:
Davidson
2c. Nearest municipality / town:
Clemmons
2d. Subdivision name:
not applicable
2e. NCDOT only, T.I.P. or state
project no:
B_4741
3. Owner Information
3a. Name(s) on Recorded Deed:
North Carolina Department of Transportation
3b. Deed Book and Page No.
not applicable
3c. Responsible Party (for LLC if
applicable):
not applicable
3d. Street address:
1598 Mail Service Center
3e. City, state, zip:
Raleigh, NC 27699-1598
3f. Telephone no.:
[phone]
3g. Fax no.:
[phone]
3h. Email address:
[e-mail]
1

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent
❑ Other, specify:
4b. Name:
not applicable
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:
not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
2

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
not applicable
1 b. Site coordinates (in decimal degrees):
Latitude: 35.976361 Longitude: - 80.339033
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
6.6 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
Muddy Creek
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
Yadkin -Pee Dee
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:
Residential and Developed Land
3b. List the total estimated acreage of all existing wetlands on the property:
0.0 acre
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
600 linear feet
3d. Explain the purpose of the proposed project:
To replace a structurally deficient and functionally obsolete bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a nine span, 270-foot bridge with a four span, 285-foot bridge on the existing alignment
with an off -site detour. The new bridge will be built downstream of the existing bridge which will allow traffic to be
maintained on the existing bridge until the new bridge and associated roadway approaches are completed. Standard
road building equipment, such as trucks, dozers, and cranes will be used.
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:
I Yes ❑ No ❑Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary a Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): James Pflaum (NCDOT)
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Approved JD by John Thomas (USACE) issued 12/20/2007, expired 12/20/2012.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes I No ❑Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes a No
6b. If yes, explain.
3

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections
❑ Wetlands
❑ Open Waters
were completed below
for your project (check all that apply):
Streams - tributaries ❑ Buffers
Pond Construction
/:1
❑
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)
Site 1 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
Site 2 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
Site 3❑P❑T
❑Yes
❑ No
❑Corps
❑ DWQ
❑ Yes
❑ No
❑ Corps
❑ DWQ
Site 4 • P ❑ T
Site 1 • P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
Utility Impacts
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.
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)
Bank
Stabilization
Muddy Creek
�1 PER
❑Corps
100
60
Site 1 0 P ❑ T
❑INT
// DWQ
Temp.
Dewatering
UT to Muddy
Creek
❑ PER
►1 Corps
1
10
Site 2 ❑ P 0 T
/1 INT
►1 DWQ
Site 3 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
Site 4 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
❑ PER
❑ INT
❑ Corps
❑ DWQ
Site 5 ❑ P III
Site 6 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
3h. Total stream and tributary impacts
60 Perm
10 Temp
3i. Comments: Temporary stream impact to UT to Muddy Creek is for temporary dewatering where grading will occur to direct
stormwater.
4

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)
01 ❑P❑T
02 ❑P■T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
0 Permanent
0 Temporary
4g. Comments:
5. Pond
If pond or
or Lake Construction
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
Excavat
ed
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
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:
5

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: Jordan
❑ 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
6i. Comments:
6

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See Stormwater Management Plan. The existing 9 span bridge will be replaced with a 4 span structure. The new bridge
will be constructed parallel to the existing bridge which will allow traffic to be maintained on the existing bridge. The
proposed bridge will have three piers that are aligned so as not to be placed in the water. Drainage was designed to
utilize existing outfalls and ditches when possible. Newly designed ditches were designed to produce non -erosive
velocities. Rip rap pads and preformed scour holes were used at pipe outlets. Deck drains were not placed to outlet over
the creek. Deck drains were outleted to rip rap dissipator pads.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best Management Practices for Surface Waters will be used during all phases of 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?
per conversation with Ronnie Smith
❑ Yes iI No
No mitigation required
(USACE) on 11 /18/2013.
❑ 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: not applicable
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:
0 linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
0 square feet
4e. Riparian wetland mitigation requested:
0 acres
4f. Non -riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 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.
7

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 /1 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
Zone 2
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:
8

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 /1 No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Project not within a buffered basin.
❑ Yes 8 No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
N/A
2b. Does this project require a Stormwater Management Plan?
/1 Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached.
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?
not applicable
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 NA ❑ No NA
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes NA ❑ No NA
9

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land?
0 Yes ❑ No
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
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
/1 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:
I1 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 I2 No
2b. Is this an after -the -fact permit application?
❑ Yes /1 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.
Due to the minimal transportation impact resulting from this bridge replacement, this project will neither influence nearby
land uses nor stimulate growth. Therefore, a detailed indirect or cumulative effects study will not be necessary.
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.
not applicable
10

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?
No
Yes ❑
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
Yes /1
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?
N.C. Natural Heritage Heritage Program database; USFWS-Raleigh Field Office website; biological surveys for protected
species listed for Davidson County, which include the bog turtle and Schweinitz's sunflower. All species received a
Biological Conclusion of "No Effect". No survey was required for bog turtle. Habitat for Schweinitz's sunflower exists, but
a survey conducted of the study area on 10/1/2012 resulted in no specimens being found.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes /1
No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
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?
NEPA Documentation
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
No
/1 Yes ❑
8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA
8c. What source(s) did you use to make the floodplain determination? FEMA Maps
N Richard W. Hancock, P.E.
D;/Z'/�'�`%
Date
Applicant/Agent's Printed Name
A plicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
11

4
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200704153 County: Davidson U.S.G.S. Quad: Welcome
NOTIFICATION OF JURISDICTIONAL DETERMINATIO11
Property Owner/Agent: James Pflaum
Address:
Telephone No.:
NC DOT
1598 Mail Service Center
Raleigh, NC 27699-1598
919 715-7217
Property description:
Size (acres) 2
Nearest Waterway Muddy Creek
USGS HUC 03040101
RECEIVE6
DEG 31 2007
DIVISION OF HIGHWAYS
EA -OFFICE OF NATURAL ENVIRONMENT
Nearest Town Arcadia
River Basin Yadkin River
Coordinates N 35.9762416 W-80.3390215
Location description Bridge 38 on SR 1493 adjacent to Muddy Creek, north of Arcadia, in Davidson County, North
Carolina. %) P ( cif
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. on the above described project area subject to the permit requirements of Section 404 of the
Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. on your project area have been delineated and the delineation has been verified by the Corps.
We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by
the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your
property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to
exceed five years.
_ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Page 1 of 2

Action ID:
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact John Thomas at 919 876-8441 ext. 25.
C. Basis For Determination
There are stream channels within your project site which are tributaries of Muddy Creek which flows into the Yadkin
River and the Atlantic Ocean.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Jean Manuele, Project Manager,
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by February 20, 2008.
**It is not necessary to submit an RFA forto the District Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date December 20, 2007
xpiration Date 12/20/2012
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at http://regulatory.usacesurvey.com/ to
complete the survey online.
Copy furnished:
Page 2 of 2

Applicant: NC DOT / James Pflaum
File Number: SAW 2007
04153
Date: December 20, 2007
Attached is:
INITIAL PROFFERED PERMIT (Standard Permit or Letter of
permission)
PROFFERED PERMIT (Standard Permit or Letter of permission)
PERMIT DENIAL
APPROVED JURISDICTIONAL DETERMINATION
PRELIMINARY JURISDICTIONAL DETERMINATION
See Section below
A
B
C
D
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be found at http://www.usace.arrny.mil/inet/functions/cw/cecwo/reg or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved ID under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
infoiiiiation for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision
and/or the appeal process you may contact:
If you only have questions regarding the appeal process you
may also contact:
Mr. Mike Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this
form to:
District Engineer, Wilmington Regulatory Division, Attn:Jean Manuele, Project Manager, Raleigh
Regulatory Field Office, 6508 Falls of the Neuse Road , Suite 120, Raleigh, North Carolina 27615
For Permit denials and Proffered Permits send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Mike Bell,
Administrative Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta,
Georgia 30303-8801

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TONY HOUSER, PE
DAVIDSON COUNTY
BRIDGE NO. 38 OVER MUDDY CREEK
ON SR 1493 (FRYE BRIDGE ROAD)

GRADING, PAVING, DRAINAGE, AND STRUCTURE
25 50 10050
25 50 10050
5 10 20 10
DHV
D
T
V
=
=
=
=
=
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5,600 VPD
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50
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MPH
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ADT
2015
2035

DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
FUNC. CLASS. = RURAL
SUBREGIONAL TIER
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA Prepared in the Office of:
SIGNATURE:
SIGNATURE:
DIVISION OF HIGHWAYS
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES

PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
$
$
$
$
$
$
S
Y
S
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$
$
$
$
$
$
$
$
$
$
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$
$
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$
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$
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$
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$
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$
$
$
$
$
$
$
$
$
U
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R
N
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$
$
$
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1000 Birch Ridge Dr., Raleigh NC, 27610
C
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R
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T
:
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E
C
T
:
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D
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O
F TRA SPORT
T
IO
N
T
A TEOFN RT
CAR
O
LI
N
A
M
uddy
LENGTH ROADWAY TIP PROJECT B-4741 = 0.249 MILE
3
LENGTH STRUCTURE TIP PROJECT B-4741 = 0.054 MILE
TOTAL LENGTH TIP PROJECT B-4741 = 0.303 MILE
BEGIN TIP PROJECT B-4741
END TIP PROJECT B-4741
M
U
D
D
Y

C
R
E
E
K
SR 1493 FRYE BRIDGE ROAD
-Y1-
-DRW1--DRW1A-
-DRW2-
-DRW3-
-DRW4-
-DRW5-
W
I
N
D
F
I
E
L
D

S
T
.
%*
DUAL 2%)(TTST 1% +*
MINOR COLLECTOR
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
TO CLEMMONS
TO
N
C
150
-L- STA. 12+00.00
-L- STA. 28+00.00
-L-
-L-
M
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D
D
Y
C
R
E
E
K
APPLEMOOR CT.
C
H
U
R
C
H

R
D
.
C
E
N
T
E
N
A
R
Y
See Sheet 1-B For Conventional Symbols
C
reek
Gus
Hill Rd.
C
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t
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a
l
R
d
.
Shady
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o
d
L
n
.
Shady
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Ct.
Centenary Church Rd
Frye
Brid
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e
R
d
Frye Bridge Rd
PROJECT
BEGIN
PROJECT
END
VICINITY MAP
ENGINEER
ROADWAY DESIGN
ENGINEER
HYDRAULICS
BRZ-1493(2)

38514.1.1 P.E.
DECEMBER 16, 2014
DECEMBER 18, 2013
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
38514.2.FD1 BRZ-1493(2)
B-4741
B
-
4
7
4
1
R/W & UTIL.

WETLAND & SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 7
PERMIT DRAWING
END TIP PROJECT B-4741
-L- STA. 28+00.00
SITE 1
SITE 2
S
S
S
S
S
S
S
S
SITE 1
SITE 1
SITE 2
IMPACTS IN SURFACE WATERDENOTES TEMPORARY
SURFACE WATERDENOTES IMPACTS IN
TS
SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY 4
5
1498
1490
1633
1634
1635
1493
1520
3233
1493
1493
N
AD
8
3/ 9
5
F
F C C
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C
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F F
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F
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C
C
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/CONC
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0
'
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W
W
C
6" PVC6" PVC
6" PVC
6
" P
V
C
DATUR
DATUR
DA
T
UR
MULTIPLE UTILITY LINES
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PLANS
ALL
LINES
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H H
TT
DAMAGED PEDISTAL
T
MISTY L VARNER
JASON E &
SHANNON HENDRICKS
MICHAEL S &
MARTINEZ
LAURIE R
RENE G &
BETTY P SEARS
RONDALL D &VICKY S PUCKETT
JAMES E FISH, JR
BRENDA S GRADY
PATRICK W &
WILLIE G SMITH
LINDA L LEINBACH
WILLIAM M &
AMANDA LEONARD
& JANICE B KING
BANNER C WILLIAMS
KIMBERLY J HAYES
JONOTHAN H &
AMANDA L BLALOCK
JOHN P &
JULIA R CRINITI
JAMES I &
VICKIE B BARKER
BUEL B &
SANTOS-RODRIGUEZ
JOSE & MICHELLE
VICKIE B BARKER
BUEL B &
WINSTON-SALEM
CITY OF
LUNSFORD
ROBERT E
1
2
2
3
4
5
6
7
8
10
+
0
0
10
+
0
0
15
+
0
0
2
0
+
0
0
RETAIN
REMOVE
REMOVEREMOVE
15"15"
REMOVE
15"
18"18"
18"
C
SP
15
"
18
"
G
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G
TD
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RETAIN
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R
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T
AI
N
TB 2GI
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18"
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S
S
S
S
S
ITE
1
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
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DENOTES IMPACTS IN
S S
R
EV
IS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
B-4741
N
A
D 83/ 95
BEGIN TIP PROJECT B-4741
-L- POT STA. 12+00.00
WETLAND/SURFACE WATER PERMIT DWG.
0'50'100'

M
A
TC
H

LIN
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-
L-

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0
0
SHEET 2 OF 7
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:
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9

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T

O
n
-
C
a
l
l

H
y
d
r
o
\
B
-
4
7
4
1
\
H
y
d
r
a
u
l
i
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s
\
P
E
R
M
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T
S
_
E
n
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o
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m
e
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t
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l
\
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r
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w
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n
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4
7
4
1
_
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y
d
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s
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_
0
2
.
d
g
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1
0
9
6
_
p
e
r
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i
t
s
.
t
b
l
2
F
F C C
F
F
F
C
C
F
C
F F
F
C
C
F
C
C
C
F
F
F
F
C F
F F
F F
F
C
C
F
C
C
6
6
5
6
6
5
6
6
5
6
6
5
6
7
0
6
7
0
6
7
0
6
7
0
6
7
5
6
7
5
675
6
7
5
675
6
7
5
6
7
5
6
8
0
680
6
8
0
6
8
0
6
8
5
6
8
5
6
8
5
685
6
8
5
685
6
9
0
690
6
9
0
690690
6 9 0
690
695
695
6
9
5
695
695
6
9
5
695
7
0
0
700
7
0
0
700
7
0
0
700
700
7
0
5
7
0
5
7
0
5
7
0
5
7
0
5
7
0
5
7
0
5
705
7
0
5
7
0
5
7
0
5
705710
7 1 0
7
1
0
710
710
7
10
710
715
7
1
5
7
1
5
715
715
715
7
15
7
2
0
7
2
0
7
2
0
720
7207207207
2
0
725
7
2
5
7
2
5
7
2
5
7
2
5 725
725
7 2 5
F
F C C
F
F
F
C
C
C
C
F
C
F F
F
C
C
F
C
C
C
F
F
F
F
C F
F F
F F
F
C
C
F
GATE
MTL
APPLEMOOR CT 20' BST
2"PVC(DATUR)
1"P
V
C
(D
A
T
U
R
)
BRIDGE #38 WD
&
STEEL
W
/CONC
.DECK
DI
DI
DI
WIN
D
F
IE
LD

S
T
2
0
'
B
S
T
FRYE BRIDGE ROAD SR 1493
22' BST
11
TO HAMPTON RD
WILLIE G SMITH
T
O
H
AMP
T
ON
R
D
CE
NT
E
NAR
Y
CH
UR
CH

R
D

S
R

14
9
0
2
0
'B
S
T
LANE
T
O P
LUMS
T
E
AD
MUDDY CRE
E
K
24" RCP
DI
W
W
W
C
6" PVC6" PVC
6" PVC
6
" P
V
C
DATUR
DATUR
DA
T
UR
MULTIPLE UTILITY LINES
ARE
MAPPED
BY
PLANS
ALL
LINES
IN
THIS
AREA
H H
TT
DAMAGED PEDISTAL
T
MISTY L VARNER
JASON E &
SHANNON HENDRICKS
MICHAEL S &
MARTINEZ
LAURIE R
RENE G &
BETTY P SEARS
RONDALL D &VICKY S PUCKETT
JAMES E FISH, JR
BRENDA S GRADY
PATRICK W &
WILLIE G SMITH
LINDA L LEINBACH
WILLIAM M &
AMANDA LEONARD
& JANICE B KING
BANNER C WILLIAMS
KIMBERLY J HAYES
JONOTHAN H &
AMANDA L BLALOCK
JOHN P &
JULIA R CRINITI
JAMES I &
VICKIE B BARKER
BUEL B &
SANTOS-RODRIGUEZ
JOSE & MICHELLE
VICKIE B BARKER
BUEL B &
WINSTON-SALEM
CITY OF
LUNSFORD
ROBERT E
1
2
2
3
4
5
6
7
8
10
+
0
0
10
+
0
0
15
+
0
0
2
0
+
0
0
RETAIN
REMOVE
REMOVEREMOVE
15"15"
REMOVE
15"
18"18"
18"
C
SP
15
"
18
"
G
TD
G
TD
15"
RETAIN
RETAIN
REMOVE
R
E
T
AI
N
TB 2GI
DETAIL D
PSH SEE
RETAIN
2 ELBOWS
15" CSP W/
18"
REMOVE
S
S
S
S
S
ITE
1
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SURFACE WATER
DENOTES IMPACTS IN
S S
R
EV
IS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
B-4741
N
A
D 83/ 95
BEGIN TIP PROJECT B-4741
-L- POT STA. 12+00.00
WETLAND/SURFACE WATER PERMIT DWG.
0'50'100'
M
A
TC
H

LIN
E
-
L-

S
TA
.2
1+
0
0
SHEET 3 OF 7
PERMIT DRAWING
3
5
:
3
2
:
3
6

P
M
2
/
19
/
2
0
14
G
:
\
O
R

P
r
o
j
e
c
t
s
\
O
R
1
0
9
6

-

N
C
D
O
T

O
n
-
C
a
l
l

H
y
d
r
o
\
B
-
4
7
4
1
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
B
4
7
4
1
_
h
y
d
_
p
s
h
_
0
3
.
d
g
n
1
0
9
6
_
p
e
r
m
i
t
s
.
t
b
l
F
F C C
F
F
F
C
C
F
C
F F
F
C
C
F
C
C
C
F
F
F
F
C F
F F
F F
F
C
C
F
C
C
F
F
F
C
C
F
C
F
F
F
F
F
F
F
C
C
F
F
F
F
F
F
F
EI
P
EI
P
A
X
LE
EIP
EIP
E
IP
E
IP
E
IP
EXISTING R/W
EXISTING R/W
EX
IST
ING
R
/W
E
XIST
IN
G R
/W
36" STEEL OVERFLOW PIPE
(END)=675.66'
TOP PIPE
MA
ILBO
X
BK
15
"R
C
P
15"R
C
P
SOIL
VAR
VAR
S
OI
L
10'
C
ONC
1
2'
GR
10' CONC
12" RCP
84" SOIL 84" GR VAR SOIL
10'
G
R
12" RCP
10
' S
OIL
VAR
S
OIL & GR
FRYE BR ID
GE RO
A
D
SR 14 9 3
2 5' B ST
25' BST
FRYE BRIDGE ROAD
SR 1493
13
W/LT
T
O N
C
H
WY 150
MUD
D
Y
CR
E
E
K
MUDDY
CR
E
E
K
DI AT CREEK
6" PVC
6" PVC
6" PV
C
DATUR
T
NANCY K WALSER
ALBERT W &
NANCY K WALSER
ALBERT W &
TUCKER
ANDY W & CATHERINE
TUCKER
ANDY W & CATHERINE
W E & EVELYN H FISHEL
W E & EVELYN H FISHEL
W E & EVELYN H FISHEL
NANCY K WALSER
ALBERT W &
TUCKER
ANDY W & KATHY W
LINDA W HEDRICK
JIMMY D &
LINDA W HEDRICK
JIMMY D &
NOT FIELD LOCATED
9
9
11
11
10
2
5
+
0
0
15"
RETAIN
REMOVE
15"
EXISTING
TIE TO
S S
S
S
S
SITE 1
SITE 2
TS
SURFACE WATER
DENOTES IMPACTS IN
S S
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
R
EV
IS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
B-4741
N
AD
8
3/
9
5
-L- STA. 28+00.00
END TIP PROJECT B-4741
WETLAND/SURFACE WATER PERMIT DWG.
0'50'100'
M
A
TC
H

LIN
E

-
L-

S
TA
.
2
1+
0
0
SHEET 4 OF 7
PERMIT DRAWING
5
:
3
2
:
4
3

P
M
2
/
19
/
2
0
14
G
:
\
O
R

P
r
o
j
e
c
t
s
\
O
R
1
0
9
6

-

N
C
D
O
T

O
n
-
C
a
l
l

H
y
d
r
o
\
B
-
4
7
4
1
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
B
4
7
4
1
_
h
y
d
_
p
s
h
_
0
4
.
d
g
n
1
0
9
6
_
p
e
r
m
i
t
s
.
t
b
l
4

F
F
F
C
C
F
C
F
F
F
F
F
F
F
C
C
F
F
F
F
F
F
F
6
6
5
665
6
6
5
6
6
5
6
6
5665
665
6
6
5
6
6
5
6
6
5
6
7
0
6
7
0
6
7
0
6
7
0
6
7
0
67
0
6
7
0
6
7
0
6
7
0
6
7
5
6
7
5
6
7
5
6
7
5
6
7
5
6
7
5
6
7
5
6
7
5
6
8
0
6
8
0
6
8
0
6
8
0
6
8
0
680
680
6
8
0
6
8
0
680
6
8
0
6
8
0
680
6
8
0
6
8
5
6
8
5
6
8
5
685
6
85
6
8
5
685
685
6
8
5685
6
8
5
685
6
9
0
6
9
0
6
9
0
6
9
0
690
690
6
9
0
6
9
0
690
690
6
9
5
695
695
6
9
5
6
9
5
695
7
0
0
700
7
0
0
7
00
700
700
7
0
5
7
0
5
705
705
705
7
0
5
7
0
5
7
0
5
7
10
710
710
710
710
710
7
10
7
10
710
710
7
15
7
15
715
715
715
715
7
15
7
1
5 715
715
715
715
7
2
0
720
720
720
7
2
0
7
2
0
7
2
0
7
2
0
720
720
7
2
0
720
725
7
2
5
7
2
5
725
725
725
7
2
5
7
2
5
7
2
5
725
725
725
7
2
5
725
7
3
0
730
730
7
3
0
7
3
0
730
730
730 730
730
730
7
3
0
7
3
0
735
7
3
5
7
3
5
7
3
5
735
7
3
5
735
7
3
5
7
3
5
735
7
4
0
7
4
0
740
740
7
4
5
F
F
F
C
C
F
C
F
F
F
F
F
F
F
C
C
F
F
F
F
F
F
F
EI
P
EI
P
A
X
LE
EIP
EIP
E
IP
E
IP
E
IP
EXISTING R/W
EXISTING R/W
E
XISTIN
G R
/W
EX
IST
IN
G
R
/W
36" STEEL OVERFLOW PIPE
(END)=675.66'
TOP PIPE
MA
ILBO
X
BK
15
"RCP
15"R
C
P
SOIL
VAR
VAR
S
OI
L
10'
C
ONC
12'
GR
10' CONC
12" RCP
84" SOIL 84" GR VAR SOIL
10'
G
R
12" RCP
10
' S
OIL
VAR S
OIL & GR
FRYE BR ID
G
E ROAD
SR 14 9 3
2 5' B ST
25' BST
FRYE BRIDGE ROAD
SR 1493
13
W/LT
T
O NC
H
WY 150
MUDDY
CR
E
E
K
MUDDY
CR
E
E
K
DI AT CREEK
6" PVC
6" PVC
6" PV
C
DATUR
T
NANCY K WALSER
ALBERT W &
NANCY K WALSER
ALBERT W &
TUCKER
ANDY W & CATHERINE
TUCKER
ANDY W & CATHERINE
W E & EVELYN H FISHEL
W E & EVELYN H FISHEL
W E & EVELYN H FISHEL
NANCY K WALSER
ALBERT W &
TUCKER
ANDY W & KATHY W
LINDA W HEDRICK
JIMMY D &
LINDA W HEDRICK
JIMMY D &
NOT FIELD LOCATED
9
9
11
11
10
2
5
+
0
0
15"
RETAIN
REMOVE
15"
EXISTING
TIE TO
S S
S
S
S
SITE 1
SITE 2
TS
SURFACE WATER
DENOTES IMPACTS IN
S S
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
RE
VIS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
B-4741
N
AD
8
3/
9
5
-L- STA. 28+00.00
END TIP PROJECT B-4741
WETLAND/SURFACE WATER PERMIT DWG.
0'50'100'
M
A
TC
H

LIN
E

-
L-

S
TA
.
2
1+
0
0
SHEET 5 OF 7
PERMIT DRAWING
5
:
3
2
:
4
9

P
M
2
/
19
/
2
0
14
G
:
\
O
R

P
r
o
j
e
c
t
s
\
O
R
1
0
9
6

-

N
C
D
O
T

O
n
-
C
a
l
l

H
y
d
r
o
\
B
-
4
7
4
1
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
B
4
7
4
1
_
h
y
d
_
p
s
h
_
0
5
.
d
g
n
1
0
9
6
_
p
e
r
m
i
t
s
.
t
b
l
5
F
F
F
C
C
F
C
F
F
F
F
F
F
F
C
C
F
F
F
F
F
F
F
(+)4.4527%
PI = 25+75.00
EL = 712.00'
(+)4.4527%
(+)4.1411%
VC = 150'
K = 481
PI = 27+25.00
EL = 718.21'
(+)4.1411%
(+)4.9404%
VC = 150'
K = 188
NWS ELEV: 667.5'
APPROXIMATE
WS ELEV: 666.5'
7/31/2013
CLASS II RIP RAP
RIP RAP
CLASS II
RIP RAP
CLASS II
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
660
670
680
690
700
710
720
730
740
750
660
670
680
690
700
710
24+00 25+00 26+00 27+00 28+00
660
670
680
690
700
710
720
730
740
750
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
B-4741
7
0
3
.6
9
7
0
3
.6
9
EL = 714.76'
-L- STA. 12+00.00
BEGIN GRADE
660
670
680
690
700
710
720
730
740
750
EL = 721.92'
-L- STA. 28+00.00
END GRADE
BM #2
-L- STA. 19+05.86
ELEV. = 686.46'
144.21' LT
OAK.
OF A 26" WILLOW
SOUTHERN BASE
R/R SPIKE IN
FOR -L- PLAN VIEW, SEE SHEET NO. 5
FOR -L- PLAN VIEW, SEE SHEET NO. 4 & 5
FOR STRUCTURE PLANS, SEE SHEET S-1 THRU S-??
S
S
S
S
IN SURFACE WATER
DENOTES IMPACTS S S
STABILIZATION
WATER DUE TO BANK
IMPACTS IN SURFACE
SS
NOT TO SCALE
EL = 714.76'
-L- STA. 12+00.00
BEGIN GRADE
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
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 18,000
= 50
= 685.3
= 20,000
= 100
= 686.08
= 49,300
= 500+
= 695.3
= 7/31/2013
= 666.55
PI = 23+50.00
EL = 701.98'
VC = 200'
K = 66
dV = 40 MPH
V = 40 MPHd
VC = 410'
K = 64
EL = 693.00'
PI = 17+15.00
EL = 707.32'
PI = 14+30.00
K = 90
VC = 160'
BRIDGE SKETCH ENLARGED FOR CLARITY
SHEET 6 OF 7
PERMIT DRAWING
6
5
:
3
2
:
5
6

P
M
2
/
19
/
2
0
14
G
:
\
O
R

P
r
o
j
e
c
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s
\
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1
0
9
6

-

N
C
D
O
T

O
n
-
C
a
l
l

H
y
d
r
o
\
B
-
4
7
4
1
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
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10-FEB-2014 11:29R:\Roadway\Proj\B4741_RDY_PFL_6.dgn$$$$USERNAM E$$$$
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El = 692.65’
PI = 17+50.00
El = 691.50’
EL = 706.24’
-L- STA. 13+75.00BEGIN RT DITCH GRADE
EL = 698.65’
-L- STA. 15+50.00
END RT DITCH GRADE
EL = 710.00’-L- STA. 12+50.00BEGIN LT DITCH GRADE
EL = 703.70’
-L- STA. 14+30.00
END LT DITCH GRADE
EL = 696.73’
-L- STA. 16+00.00
BEGIN RT DITCH GRADE
EL = 690.73’
-L- STA. 17+00.00
END RT DITCH GRADE
EL = 694.35’
-L- STA. 17+00.00
BEGIN LT DITCH GRADE
EL = 691.25’
-L- STA. 17+85.00
END LT DITCH GRADE
PI = 14+00.00
El = 704.34’
PI = 15+00.00
El = 700.14’
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PI = 27+50.00
El = 712.25’
EL = 688.75’-L- STA. 24+75.00BEGIN RT DITCH GRADE
EL = 716.75’
-L- STA. 28+00.00
END RT DITCH GRADE
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EL = 703.09’-DRW4- STA. 10+15.00 BEGIN GRADEEL = 680.18’-DRW4- STA. 12+34.21 END GRADE EL = 692.64’-DRW1A- STA. 10+65.00 BEGIN GRADEEL = 695.00’-DRW1A- STA. 11+59.28 END GRADE
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FOR -DRW1A- PLAN VIEW, SEE SHEET NO. 4
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FOR -DRW4- PLAN VIEW, SEE SHEET NO. 512+00
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10-FEB-2014 11:29R:\Roadway\Proj\B4741_Rdy_pfl_7.dgn$$$$USERNAM E$$$$DITCH LEGENDRIGHT DITCHPI = 11+08.00EL = 692.44’(-)0.4744%(+)5.0000%VC = 86’El = 691.20’El = 691.05’El = 691.10’EL = 691.65’-DRW1A- STA. 10+75.00BEGIN RT DITCH GRADEEL = 691.25’-DRW1A- STA. 11+40.00END RT DITCH GRADEPI = 11+00.00PI = 11+15.00PI = 11+25.001 234 1 234(-) 1.80%(-) 1.00%(+) 0.50%(+) 1.00%
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PI = 10+40.00EL = 702.59’(-)2.0000%(-)13.1858%PI = 12+09.00EL = 680.31’(-)0.5000%VC = 50’VC = 50’
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