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STATE: OF NORTH CAROLINA -UtgSg7?q? ?
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
(i0 EUGENE A. CONTI, JR.
?'ER\' OR
SECRETAR)
'
March 21, 201 1
Ms. Liz Hair
Asheville Regulatory Field Office
US Army Corp of Engineers 11 0 2 7 0
151 Patton Avenue
Asheville, NC 28801-5006
SUBJECT: Pipe Replacement/Secondary Road Paving on SR 1527 (Meadow Creek Road),
Cleveland County.
Dear Ms. Hair:
The North Carolina Department of Transportation (NCDOT) proposes to replace a pipe in
conjunction with a secondary road paving project on SR 1527 (Meadow Creek Road) in
Cleveland County. NCDOT requests authorization to replace a 30-foot long, 24' CMP with an
80-foot long, 42" HDPE with ten feet of associated riprap for stricture stabilization. The
proposed pipe will be placed upon -4% slope; therefore it is proposed to place the HOPE pipe on
existing streambed grade to prevent upstream destabilization. Due to this condition, NCDOT
requests a waiver from the Regional Conditions 2(b) (e) permit depth specifications. A
temporary cofferdam pumping system will be used to divert the stream around the construction
site as needed. All areas affected by temporary cofferdam system will be graded and restored
back to pre-project conditions.
The scope of the work will permanently impact 50 linear feet of an unnamed tributary to Wards
Creek, which is classified as Class C Waters by the Division of Water Quality. No wetland or
high quality waters will be impacted by the project.
This office has conducted a GIS and field survey for the project f'or historical sites and threatened
endangered species. No sites listed on the National Register of Historic Places are located in
the vicinity of the project nor did there appear to be any eligible structures. 'fhe State Historic
Preservation Office has reviewed the project area and provided a finding of "No Historic
Properties Affected" (2/4/08, ER Number 08-0060). The federally listed species for Cleveland
County (USFWS list dated 9/22/10) include the dwarf-flowered heartleaf (Hevashlis noniffnrn)Jationaf Heritage Program records document the nearest Dwarf-Flowered heartleaf location
approximately 5.4 miles southeast of the proposed project area. The heartleaf is usually found on
dry to moist ravine slopes (usually north facing and of the oak-hickory-pine forest type) and in
boggy, areas near springheads. There is little suitable habitat within the proposed project area
and no species were observed. NCDOT is recommending a finding of "no effect" for T&E
species.
Post Office Box 47 Shelby. North Carolina 28151-0047
a
a
t .
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SR 1527, Meadow Creek Road
Pa-e 2
March 21, 201 1
The project area is not located within Y mile of any critical watershed area, nor is SR 1527 a
rural or urban arterial; therefore, hazardous spill basins are not required. Enclosed is the
hazardous spill basin checklist.
I have enclosed a pre-construction notification for a NW1414, sketches of planned activities and
location maps relative to the project.
Project information for the 401 Automated Payment Procedure is as follows:
• Work order number: 150455-55 120005-1 20.023 103-3 126
• TIP#: NA
• Project Category: 5240.00 Fee
If you have any questions or concerns please feel free to contact me at (704) 480-9044. Thank
you for your time and consideration on this matter.
Respectfully yours,
M.L. Holder. P.E.
Division Engineer
Twelfth Division Q
BY:
Trish Simon
Division 12 Environmental Supervisor
Enclosures
cc:
Brian Wrenn, Division of Water Quality, Transportation Permitting Unit
Polly Lespinasse, Division of Water Quality, Mooresville Regional Office
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Date: 3/21/2011 Location: 035.4897957° N` 081.6518611' W
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1 inch inch equals 1333 feet LIT to Wards Crk, Class C Waters , Broad Basin
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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
1 a. 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 N WP 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
le. 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 N No
It. 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: SR-1527 (Meadow Creek Road)
2b. County: Cleveland
2c. Nearest municipality / town: Polkville
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no: 120.023103
3. Owner Information
3a. Name(s) on Recorded Deed: NC DOT Right of Way
3b. Deed Book and Page No.
3c. Responsible Party (for LLC i f
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name: Mike Holder
4c. Business name
(if applicable):
N.C. Department of Transportation, Division 12
4d. Street address: 1710 East Marion Street
4e. City, state, zip: Shelby, NC 28151
4f. Telephone no. 704-480-9020
4g. Fax no.: 704-480-5401
41h. Email address: mholder@ncdot.gov
5. Agent/Consultant Information (if applicable)
5a. Name: Trish Simon
5b. Business name
(if applicable):
N.C. Department of Transportation, Division 12
5c. Street address: 1710 East Marion Street
5d. City, state, zip: Shelby, NC 28151
5e. Telephone no.: 704-480-9044
5f. Fax no.: 704-480-5401
5g. Email address: tsimon@ncdot.gov
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): NA
1b. Site coordinates (in decimal degrees): Latitude: 35.486758 Longitude: - 81.65102
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: Permit area = <.10 acres; Paving project = 12 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: UT to Wards Creek
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:
Existing 30' 24" CMP, landuse is mostly forested. Pipe is on unpaved secondary road that is to be paved.
3b. List the total estimated acreage of all existing wetlands on the property:
0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
100 feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed work is to replace deteriorating pipe to bring the road section up to paved road standards
for the safety of the travelling public.
3e. Describe the overall project in detail, including the type of equipment to be used:
NCDOT proposes to replace a deteriorating 30-foot long, 24" CMP with a 80-foot long, 42" HDPE. Ten feet of riprap will
be used at the pipe inlet and outlet for structure stabilization. A temporary cofferdam pumping system will be used to
divert the stream around the construction site as needed. The Project will be constructed using typical heavy equipment
(trackhoe, backhoe, 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? ? Yes ® No ? Unknown
Comments: Jurisdictional stream determination made by
Division 12 DEO.
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:
Name (if known): 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
®Yes ? No ? Unknown
this Droiect (including all prior phases) in t.h.e nast?
51b. If yes, explain in detail according to "help file" instructions.
Permits/certifications were obtained in 2009 for an emergency pipe replacement at coordinate 35.4854/81.6509 on
Meadow Creek Road. The pipe was replaced under Action ID. SAW-2009-00897 and DWQ# 09-0477.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
G. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply): I
? Wetlands ® Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number- Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number- (PER) or
)
(Corps - 404, 10
stream
length
Permanent P
( ) or intermittent DWQ - nonon--4044 width (linear
Temporary (T) (INT)? , ,
other) (feet) feet)
S1 ®P ? T Increase in pipe Ut to Wards Creek ? PER ® Corps 1 50
length ® INT ® DWQ
S2 ®P ? T Riprap
stabilization at
Ut to Wards Creek ? PER ® Corps
1
10
inletfoutlet ® INT DWQ
®
S3 ? P ®T Cofferdam bypass
i Ut to Wards Creek ? PER ® Corps 1 15
pump
ng ® INT ® DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 El P ? T El PER El Corps
? INT
r-I
DWQ
3h. Total stream and tributary impacts 60'
3i. Comments: 'Permanent Impacts
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
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 purpose (acres)
number of pond
Flooded Filled Excavated 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 ?Tor-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number- Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T impact required?
B1 ?P?T ?Yes
? No
B2 ?P?T ?Yes
? No
63 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed pipe will be on a 4.4% slope: therefore, the replacement pipe will be placed on grade to prevent stream
destabilization.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Minimization of impacts by installing appropriate erosion control measures.
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 mitigat ion option will be used for this
project? ? Mitigation bank
El 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 11
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 11
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ®No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
El Yes Na
?
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? NA %
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, na rrative description of the plan:
Complies with NCDOT's individual NPDES permit NCS000250.
? 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? NA
? 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
? HOW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
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 11
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 ® Yes ? No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ®No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
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
? Yes ? No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ®No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
31b. 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 project is classified as a minimum critieria project which has law potential for cumulative/indirect impacts and will not
result in additional development which could impact water quality.
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.
No wastewater generated from project.
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ®No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
E] Raleigh
Sc. If yes, ind icate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC Natural Heritage Program database and on-site survey.
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?
No salt marshes, oyster reefs, or seagrass beds in the vicinity of the project.
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?
The State Historic Preservation office resources and the National Register of Historic Places were reviewed for historic
sites in the vicinity of the project, however, the pipe replacement project occurs within a previously impacted area
(NCDOT Right of Way).
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? FEMA FIRM panal number: 3710261400J
3-2r
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 1 I of 11
PCN Form -Version 1.3 December 10, 2008 Version
NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: 1) County: Clevelnnd Project ID: 12.202321
River Basin: Broad Bridge No: NA
Route: SR 1527 Stream: Ut to Wards Creek
Water Quality Criteria:
Yes No
Stream Crossing Blue Line On USGS F W
ORW F
F,/-
WSJ F lr
WS 11,111 OR IV, Crossing Within 0.5mi of W.S. Critical Area F P
Roadway Criteria:
Route Designation-
Arterial Urban
Arterial Rural
Additional Site Infonnation:
Is a Hazardous Spill Basin Required?
Yes No
r rr
F
FV-
Yes No
F
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).
EROSION AND SEDIMENTATION
CONTROL PLAN
CLEVELAND COUNTY, NC
DATE February 9 2011
DIVISION OF HIGHWAYS
DEPARTMENT OF TRANSPORTATION
STATE OF NORTH CAROLINA
W.O. # 12C.023103
PURPOSE
The purpose of this Erosion and
Sedimentation Control Program of the
Division of Highways is to control accelerated
erosion and sedimentation resulting from the
construction and maintenance of roads and
highways in North Carolina. This program is
developed pursuant to the requirements
contained in the Rules and Regulations for
Erosion and Sedimentation Control which
were adopted by the North Carolina
Sedimentation Control Commission on April
10, 1974.
PROtMCT
DESCRIPTION
bleadow creek Rd (3R 1527(. The NCDOT will be grading, widening, and paving
Meadow creek rd.. No problem areas are anticipated. The work will be completed
during the 2010/2011 construction season.
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1527
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=SR EEOC RQ 1. IC
cleve.don 05202009 09:39:35 AM
CONSTRUCTION SEQUENCE
I. Grading to be started by state forces. Install all necessary silt fences, sediment basins, and check dams
and begin clearing construction area.
2. Rough grade the construction area and begin installing any stone drainage and/or cross lines. Install
inlet and outlet protection as storm drainage is being installed.
3. As an area is brought to finish grade and the black base is placed for the road, and the shoulder
finished, then seed, mulch and tack should be provided for denuded areas.
4. Leave all erosion control devices in place until vegetation has been established sufficiently to
withstand erosion. DO NOT remove any erosion control devices until directed by the County
Engineer.
MAINTENANCE PLAN
1. All erosion and sediment control practices will be checked for stability and operation following every
runoff producing rainfall but in no case less than once every week. Any repairs will be made
immediately to maintain all practices as designed.
2. Sediment will be removed from behind the sediment fence when it becomes about 0.5 feet deep at the
fence. The sediment fence will be repaired as necessary to maintain a barrier.
3. All seeded areas will be fertilized reseeded as necessary and mulched according to the instruction in
the seeded specifications to maintain a vigorous, dense vegetative cover.
4. Outlet protection will be installed when outlets are installed. Filter fabric will be placed under the
entire stone section and will be repaired and replaced if damaged during any phase of construction.
5. Sediment will be removed from the basin when it reaches 1.0 foot below the emergency spillway. The
filter stone is to be cleaned or replaced when basin no longer drains properly.
GROUND COVER FOR SLOPES, FILLS AND OTHER GRADED AREAS
The angles for graded slopes and fills shall be no greater than the angle which can be retained by vegetative
cover or other adequate erosion control devices or structures.
Seeding should be done in accordance with the specifications for that season of the year.
Additional erosion control measures may be required depending on the actual field conditions.
4.2 PIPE/CULVERT INSTALLATION
(Taken from BMP Aug.2003, page 26)
This section describes the steps to take when an existing pipe or
culvert is being constructed or replaced on a jurisdictional stream.
1. Prior to installing Erosion Control, identify permit conditions
and impact area limits. Contact the Division Environmental
Officer (DEO) for information on permit drawings or
jurisdictional areas.
Erosion Control
2. Install temporary silt fence or silt ditch to treat runoff from the
work area or isolate the work area from the jurisdictional
areas, such as wetlands or riparian buffers (See Section 5.1).
3. Install Temporary Rock Silt Check Type "A" or Temporary
Sediment Dam Type "B" in ditch lines to contain sediment
prior to discharge into the watercourse (See Section 5.1).
" Do not install Temporary Rock Silt Check Type
"A" or Temporary Sediment Dam Type "B" in
stream channel
Managing the Water Course
4. On larger streams, flow diversion may be used to isolate the
work area using bypass pumping, piped diversion or fabriclined
channel (See Section 5.2). On smaller streams, or at low
flow conditions, an impervious dike may be used to
temporarily dewater the work area within the stream channel
(See Section 5.3).
" All temporary in-stream structures must be
installed with geotextile fabric beneath them, and
removed in their entirety immediately upon
completion of in-stream work
" In CAMA-AECs, the type of flow diversion is
identified in the permit
5. Temporary stream crossings may be utilized in order to
provide equipment access, if underlain by geotextile fabric, so
that the riprap may be entirely removed (See Section 5.5).
" Confirm that the temporary stream crossing is
shown in the permit drawings as an approved
temporary impact
" In CAMA-AECs, the type of temporary
Managing the Work Area
6. Dewatering devices are typically needed to keep the work
area dry (see Section 5.4). The permit conditions and the
amount of available space and length of pipe replacement or
project limits will determine the type of dewatering device to
be used. Every effort should be made to minimize the extent
of the area to be dewatered and the length of time the site is
dewatered.
" In CAMA-AECs, the type of dewatering device is
identified in the CAMA permit
7. Install the pipelculvert per the NCDOT standards and
specifications, and any specified permit conditions. Note that
pipes and culverts shall be buried a minimum depth below the
existing streambed, as defined below, in order to allow for
aquatic organism passage during low flow conditions.
Variance may be obtained by the DEO to allow for deviations
in pipe burial depths due to bedrock, steep gradients in the
stream channel, existing headcutting, potential for drainage of
upstream wetlands, or other concerns.
• Foundation material shall be confined to the
pipe%ulvert area and shall not be placed in the
existing stream channel outside of the permitted
Impact area.
• Excavation of the stream channel shall not exceed
10 feet on either end of the new pipe or culvert
unless the stream is being relocated per Section
4.9, or if indicated in the permit
• Within river basins subject to the Riparian Buffer
Rules, projects may be exempt if work in the
stream channel is limited to a total of 40 feet of
additional impact, Including pipe extension.
• In CANA AECs (within the twenty coastal
counties), all pipes and culverts must be buried
one foot below the existing average streambed
elevation.
• In other parts of the state, pipes?culverts must be
buried as follows:
o Culverts 48-inches in diameter or greater shall be
buried one foot below the streambed elevation.
Average streambed elevation shall be measured
from multiple measurements taken outside of the
area of scour or road crossing disturbance,
outside of the ROW limits, if necessary.
o Culverts less than 48-inches shall be buried a
depth equal to 20'/ of the pipe%ulvert diameter,
such as the following examples. The hydraulic
conveyance of the culvert however should not be
compromised.
Examples:
• 36"= 7"
• 30" = 6"
• 24" = 5"
• 18"=4"
8. Stream pattern, dimension and profile shall be maintained
by pipelculvert installation.
• A 4-foot diameter pipe%ulvert installed in a 2-foot
wide stream may require baffles in order to
maintain aquatic organism passage (AOP) during
low flow conditions.
• Pipe size should at least match stream width
wherever possible, but a 2-foot wide culvert
installed in a Moot wide stream may also need
baffles to reduce velocities.
• Two 48 inch pipes installed in a 10.foot wide
stream would require that one pipe be installed at
a lower elevation, and In alignment with the low
flow stream channel elevation, so that AOP is
maintained during low flow conditions.
• The low flow pipe should be aligned with the
deepest part of the stream channel, so that flow is
maintained during low flow conditions.
• No "live" or fresh concrete shall come into contact
with Jurisdictional waters until the concrete has
cured.
9. Install the riprap shoulder slope and outlet protection on
upstream and downstream channels where indicated on
the permit drawings (See Section 5.6). Do not exceed
approved limits in the permit. Contact the DEO if the
Permit or permit drawings are not clear.
' ROW shall consist of clean rock or masonry
material free of debris or pollutants (such as
asphalt).
Outlet Protection should be countersunk at least
one foot below the average stream bed elevation.
• Placement of rfprap within Jurisdictional waters
must be the minimum necessary to protect or
ensure shoulder slope and streambank stability.
10. Remove temporary now diversion or dewatering devices and
accumulated sediment before allowing stream flow to resume
through the new pipe or culvert.
• The impervious dike shall be completely removed
to pre-project conditions.
• Care should be taken to not disturb or destabilize
the undisturbed streambed during removal of
temporary devices.
11. Stream realignment can occur within approved permit impact
limits. Minimize sharp or acute angles in stream alignment
wherever possible. Stream channel pattern, dimension and
profile should be maintained similar to the upstream and
downstream stream reach.
12. Bioengineering techniques may be used to stabilize
streambanks where feasible.
13. Begin backflll operations. Intermediate erosion and
sedimentation control BMPs shall be installed prior to the
backfill operation to provide containment between the work
area and the watercourse.
pipe/culvert 14. if the backf I sho dbe placed to allow larger for the removalpof the enough
temporary stream crossing. If no temporary stream crossing
is required then enough backfll should be placed to prevent a
washout during a minor storm event.
Ground Stabilization
15. Upon completion of backfill operations, prepare slopes and
other disturbed areas and stabilize (See Section 5.6).
16. Maintain erosion and sedimentation control measures until
ground vegetation is well established.
Site Cleanup
17. Upon establishment of vegetation, remove remaining erosion
and sedimentation control BMPs, stabilize and reestablish
remaining disturbed areas to proper grade, such as buffers,
wetlands, and water.
• Within jurisdictional waters d wetlands all
temporarily disturbed areas shall
SEd• . .
1630.03 Temporary Silt Ditch ............................
1630.05
1605.01
1606.01
1622.01
1630.01
Temporary Diversion
&Mw
,o
Temporary Silt Fence ............................ Ili
Special Sediment Control Fence ..........
Temporary Berms and Slope Drains ........................ a®
Riser Basin ..................
....................................... .
1630.02 Silt Basin Type B ............................. `y
....................
1633.01 Temporary Rock Silt Check Type-A ........ .
Temporary Rock Silt Check Type-B .............?
Wattle ......................................................
1634.01 Temporary Rock Sediment Dam Type-A ...............
1634.02 Temporary Rock Sediment Dam Type-B..... .
1635.01 Rock Pipe Inlet Sediment Trap Type-A ..................
1635.02 Rock Pipe Inlet Sediment Trap Type-B....... .
1630.04 Stilling Basin ...........................................................
Rock Inlet Sediment Trap:
1632.01 Type A ................................................................... A
1632.02 Type B ......................................................
13
1632.03 Type C ................................................................... C L1
Skimmer Basin ..............................................................
Tiered Skimmer Basin .....................................
Infiltration Basin .........................................................?
spencrmtn_Zd 4-06-07 rotated.dgn 02/12/2008 09:38:02 AM
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