20090769 Ver 1_Application_20090713

a
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN: Mr. Steve Lund
NCDOT Coordinator
EUGENE A. CONTI, JR.
SECRETARY
?@ 0W, L12;
JUL 1 3 2009
DENR - WA; FA UUALI'FY
WETLANDS AND STCRMWNIIER BRANCH
X90769
Subject: Application for Section 404 Nationwide Permit 23 and Section 401 Water
Quality Certification for the proposed replacement of Bridge No. 144 over
Sandy Run Creek on SR 1327 in Cleveland County, Federal Aid Project No.
BRSTP-1327(2); State Project No. 8.2802001; Division 12; TIP No. B-4468,
$240.00 Debit Work Order WBS Element 33717.1.1.
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No.
144 over Sandy Run Creek on SR 1327. There will be 90 linear feet of permanent stream
impacts on this project.
Please see enclosed copies of the Pre-Construction Notification (PCN), permit drawings,
stormwater management plan and design plans for the above-referenced project. The
Programmatic Categorical Exclusion (PCE) was completed in January 2009 and was
distributed shortly thereafter. Additional copies are available upon request.
This project calls for a letting date of March 16, 2010 and a review date of January 26, 2010.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 2 76 9 31 59 8
July 8, 2009
TELEPHONE: [phone]
FAX [phone]
WE9SITE: WWWNCDOTORG
LOCATION:
4701 ATLANTIC AVENUE
SUITE 116
RALEIGH NC 27604
A copy of this permit application will be posted on the NCDOT Website at:
http://www.ncdot.org/doh/preconstruct/pe/. If you have any questions or need additional
information, please e-mail Erin Cheely at [e-mail].
Sincerely,
6., -AZ2'A
Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
W/attachment:
Mr. Brian Wrenn, NCDWQ (5 Copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
W/o attachment (see website for attachments):
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Mark Staley, Roadside Environmental
Mr. M.L. Holder, P.E., Division Engineer
Ms. Trish Simon, DEO
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USAGE, Wilmington
Mr. Hank Schwab, PDEA Project Planning Engineer
OaOF W A 7-,, 4 G
a
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
vre-construction Notification (P(;N) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ? Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 23 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
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
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
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: Replacment of Bridge No. 144 over Sandy Run Creek on SR 1327 (Mooresboro Rd.)
2b. County: Cleveland
2c. Nearest municipality / town: Mooresboro
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state
project no: B-4468
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]
1h Finail M Arfrnee• k h 1
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t c Vv, y@no
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.gov

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:
B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): not applicable
1 b. Site coordinates (in decimal degrees): Latitude: 35.34330 Longitude: - 81.70170
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 1.3 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Sandy Run Creek (HUG 03050105)
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Broad
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:
The land use in the project vicinity is approximately 60% Cultivated Land (mainly pasture), 30% Forest Land (including
broadleaf and mixed deciduous forests) and 10% Disturbed Land (impervious surfaces, maintained roadsides and
residential areas).
3b. List the total estimated acreage of all existing wetlands on the property:
0 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
329 linear feet
3d. Explain the purpose of the proposed project:
To replace a structurally deficient bridge. Bridge No. 144 has a sufficiency rating of 44.2 out of 100 and a structural
evaluation appraisal of 2 out of a possible 9 according to Federal Highway Administration (FHWA) standards.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a 121-foot bridge with a 145-foot, 3-span bridge on the existing alignment with an off-site
detour. 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 /
®Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type ? Preliminary ® Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: EcoScience Corporation
Name (if known): Steven Lund Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
October 22, 2007
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ® No ? Unknown
this project (including all prior phases) in the past?
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.
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
Site 1 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 2 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 3 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 4 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 5 ? P ? T ? Yes ? Corps
? No ? DWQ
Site 6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts 0 Permanent
0 Temporary
2h. Comments: No wetlands within project area.
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 Average Impact length
number - (PER) or jurisdiction stream (linear feet)
Permanent (P) or intermittent (Corps - 404, 10 width
Temporary (T) (INT)? DWQ - non-404, (feet)
other)
Site l ®P ? T stream UT to Sandy Run ? PER ® Corps 4 90
relocation Creek ® INT ? DWQ
Site 2 ? P ? T ? PER ? Corps
?INT ?DWQ
Site 3 ? P ? T ? PER ? Corps
? INT ? DWQ
Site 4 ? P ? T ? PER ? Corps
? INT ? DWQ
Site 5 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 90 Perm
0 Temp
3i. Comments: The maximum permanent impact in the stream from the construction of the proposed interior bent is an area of
58 square feet due to two 3'-6" diameter drilled shafts adjacent to the stream.
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 individual) list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number - waterbody Type of impact Waterbody type Area of impact (acres)
Permanent (P) or (if applicable)
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
0. Total open water impacts 0 Permanent
0 Temporary
4g. Comments: No open water within project area.
5. Pond or Lake Construction
If and 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 (acres)
number purpose of pond Excavat
Flooded Filled 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:
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 an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason for impact Buffer Zone 1 impact Zone 2 impact
Permanent (P) or Stream name mitigation (square feet
(square feet)
Temporary T required?
B1 ?P?T ?Yes
? No
B2 ?P?T ?Yes
? No
B3 ?P?T
?Yes
No
E]
6h. Total buffer impacts
6i. Comments: Project is not in a protected buffer area.
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 bridge will be replaced in place with an off-site detour and the new bridge will be longer than the existing one. There
will be no discharge of deck drainage directly into the creek from the bridge.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The proposed 4' base lateral ditch that is relocating the existing UT to Sandy Run Creek will be lined with permanent soil
reinforcement matting (PSRM) instead of rip rap.
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
No mitigation is proposed as there are minimal stream
impacts (90 linear feet) and there are no HOW, ORW or
other protected waters in the project area. Impacts for this
project will not cause an adverse effect or significant loss of
waters of the United States.
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c. If yes, w hich 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: 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.
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:
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? N/A
2b . Does this project require a Stormwater Management Plan? ® 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 permit drawings.
? 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? not applicable
? 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
4a. Which of the following state-implemented stormwater management programs apply ? HQW
(check all that apply): ? 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
9
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
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 ® 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
letter.) ® Yes ? No
Comments:
12. 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? I ? Yes ® No I
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 ? Yes
additional development, which could impact nearby downstream water quality? ® 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.
The new bridge will be constructed in the same location as the old bridge.
14. Sewage Disposal (DWQ Requirement) I
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 Yes
® ? No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ® Yes ? No
impacts? (Checked the USFWS website)
? Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted. ® Asheville
(Checked the USFWS website)
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
An NCDOT field survey for dwarf-flowered heartleaf was conducted on March 19, 2009. Marginally suitable habitat exists
for this species within the project area, but no dwarf-flowered heartleaf plants were found ("No Effect").
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?
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 ? 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?
NEPA Documentation
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: NCDOT Hydraulics coordination with FEMA
8c. What source(s) did you use to make the floodplain determination? FEMA Maps

Dr. Gregory J. Thorpe, Ph D of, 1 7' 8 -C) Q
' , D
Applicant/Agent
s Printed Name
Appl t/ nt's Signature ate
(Agent's signature is valid only if n authorization letter from the applicant
is provided.)
U.S. ARMY CORPS OF ENGI
WILMINGTON DISTRICT
Action Id. SAW-2006-32957-323 County: Cleveland U.S.G.S. Quad: Boiling Springs North
NOTIFICATION OF JURISDICTIONAL DETERMINATION n i ?
Property Owner/Agent: Gregory J. Thorpe, Director
RE

Address: Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center, Raleigh, NC 27699-1548
Telephone No.: 919-733-3141
Property description:
Size (acres) 7.5 approx. Nearest Town Dallas
Nearest Waterway Sandy Run Creek River Basin Catawba
USGS HUC 03050105 Coordinates N 35.3251
Location description Bridge No, 144 on SR 1327 north of Mooresboro, TIP B-4468
Indicate Which of the Following Apply:
OCT 30 2007
14,? DKION OF )i HWAYS
PChiw-OfF1CE OF NATL11ML EKVF
W 81.1829
_ 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).
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 surface waters on the above described property 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.
The wetland on your property 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.
X The surface waters have been delineated and surveyed and are accurately depicted on the GPS plat provided by
EcoScience Corporation and dated 13 March 2006. 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 l of 2
Action ID:
SAW-2006-32957-323
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 Steven Lund at 828-271-7980.
Basis For Determination: Sandy Run Creek and its tributary are perennial waters that exhibits a distinct ordinary high water
mark and flow directly to the Broad River, a navigable water.
Remarks: Consultant's report dated 13 March, 2006 identifies Sandy Run Creek and an unnamed tributary in the project area
consisting of an approximate 1100-foot long by 300-foot wide corridor centered on the existing bridge site.
Corps Regulatory Official: Steven W. Lund, Project Manager, Asheville Regulatory Field Office
Date: October 22, 2007 Expiration Date: October 22, 2012
Corps Regulatory Official (Initial): ?.'
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For .Appeal" form must be
transmitted with the property owner/agent copy of this form.
If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
Copy Furnished: Ms. Heather Jean Saunders, EcoScience Corporation, 1101 Haynes Street, Suite 101, Raleigh, NC
27604
Page 2 of 2
PROJECT-
LOCATION
CLEVELAND COUNTY
WETLAND/STREAM
IMPACTS
Permit Drawings Sheet 1 of ; C
NCDOT
DIVISION OF HIGHWAYS
CLEVELAND COUNTY
PROJECT: 33717.L1 (B-4468)
BRIDGE NO.144 ON SR 1327
(MOORESBORO ROAD)
OVER SANDY RUN CREEK
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STORMWATER MANAGEMENT PLAN
Project: 33717.1.1
TIP No. B-4468
Cleveland County
4/21/2009
Hydraulics Project Manager: Dennis Hoyle, P.E. (URS Corporation),
Marshal Clawson, P.E. (NCDOT Hydraulics Unit)
ROADWAY DESCRIPTION
The project B4468 consists of replacing bridge No. 144 on SR 1327 (Mooresboro
Road) over Sandy Run Creek. The existing structure consists of wood, steel and concrete
and the proposed structure is to be a three span prestressed cored slab superstructure,
145'-0" in length. The total length of the roadway TIP project is 0.095 miles. The
project B4468 creates impacts to one unnamed tributary to Sandy Itun Creek. Table 1
lists this stream and the proposed crossing structure. The project drainage system consists
of grated inlets with associated pipe systems and lateral storm water ditches.
Table 1. List of Stream Crossings in Project B-4468
Site # Station Stream Name Drainage area Proposed Structure
-L- 18+00 to 18+75 UT to Sandy 4' Lateral Base
I LT Run Creek 24.5 acres Ditch (Min. D = 2')
Lined w/ PSRM
ENVIRONMENTAL DESCRIPTION
The stream listed in Table 1 has been classified as jurisdictional. Stream impacts
have been avoided and minimized by keeping roadway fill slopes at 3:1 or steeper.
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
The primary goal of Best Management Practices (BMPs) is to prevent degradation
of the states surface waters by the location, construction and operation of the highway
system. The BMPs are activities, practices and procedures taken to prevent or reduce
stormwater pollution. The measures that will be used on this project are placing rip rap
pads at the outlets of the two proposed pipes and to line the proposed lateral ditch with
permanent soil reinforcement matting (PSRM).
The pipe outlets will have rip rap pads in order to disperse the concentrated flow,
reduce the outlet velocity and prevent future erosion. The proposed 4' base lateral ditch
that is relocating the existing stream will be lined with PSRM which is more
environmentally sensitive than to line it with rip rap.
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