20041606 Ver 1_Complete File_20041004

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William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project No.: County: C,i tye. (Q,,d
Applicant:
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Project Name:
Date of Issuance of 401 Water Quality Certification: Oclc?b-e_(- 2
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or
the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, 01 • L - ? L.[,rr , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to
be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the appt p1W aWJ WVciffcations, and other supporting materials.
Sign
Agent's Certification
I, , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to
be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized
to observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state
that, to the best of my abilities, due care and diligence was used in the observation of the construction
such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules, the approved plans and specifications, and other
supporting materials.
Signature Registration No. Date
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North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733.1786 (phone), 919-733-6893 (fax), hftp://h2o.enr.state.nc.us/ncwetlands/
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o?0F W ATFi9oG Atichml F. l aslcy. (iovcrnor
Willwn G. Ross Jr.. Secretary
r North Carolina Department of Lnvironmcnt and Natural Resources
O Alam W. Klimck. V1. Director
Division of Watcr Quality
October 12, 2004
DWQ# 04-1606
Cleveland County
Mr. Mike Holder, P.E.
NCDOT Division 12
P.O. Box 47 LS V/ 1L55 D
Shelby, NC 28151 O C T 1 9 2004
APPROVAL of 401 Water Quality Certification with Additional Conditions
0ENR • WAR QUALITY
Dear Mr. Holder: WETUWDS AND STORMMIATER goja
You have our approval, in accordance with the attached conditions and those listed below, to permanently
impact a total of 115 linear feet (If) of streams as listed in the table below:
Location/Station Stream Name Length of pipe Length of inlettoutlet Total length of impacts
extension protection
Site 1 No Business Creek 1 pipe at 20 feet 10 feet 30 linear feet
Station 37+50
Site 2 1 Unnamed tributary to 1 pipe at 18 feet 10 feet 28 linear feet
Station 66+50 No Business Creek
Site 3 2 Unnamed tributary to 1 pipe at 52 feet 5 feet 57 linear feet
Station 79+30 No Business Creek
In addition, you have our approval to temporarily impact 30 linear feet of stream at Site1 for the purpose of
installing temporary cofferdams and bypass piping. All impacts will be to No Business Creek and unnamed
tributaries* of No Business Creek for the purpose of replacing existing culverts for the proposed upgrading of
an unpaved road to a paved road as described in your application received by the Division of Water Quality
(DWQ) on October 4, 2004. The location of the project is State Road 1536 (Golden Valley Road) in Cleveland
County. After reviewing your application, we have determined that this project is covered by Water Quality
General Certification Numbers 3404 and 3366. These certifications correspond to Nationwide Permits 14 and
33 issued by the U.S. Army Corps of Engineers (USACE). Please note that you should get any other federal,
state or local permits before proceeding with your project, including those required by (but not limited to)
Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations. This approval will
expire with the associated 404 permit unless otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design that you described in your application (unless modified
below). Should your project change, you must notify the DWQ in writing and you may be required to submit a
new application. If the property is sold, the new owner must be given a copy of this Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in
the future) exceed one acre, or if total impacts to streams (now or in the future) exceed 150 linear feet,
compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h)(6) and (7). For this approval
to remain valid, you must adhere to the conditions listed in the attached certification.
No stream determinations performed.
No Caro ina
Naturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet h2o.encstate.nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal OpportunitylAffinnative Action Employer- 50;6 Recycle&10% Post Consumer Paper
Page 2
1. Due to the presence of bedrock in the stream channel at Site 1 and the perched pipe conditions at Sites 2
and 3 (which would require the placement of the pipes on steep grades) DWQ will not require the burial of the
culverts in the streambed in these locations. However, design and placement of the culvert and other
structures, including the proposed "rock ladder" at Site 2 and temporary erosion control measures, shall be
installed in such a manner that the original stream profiles are not altered (i.e., the depth.of the channel must
not be reduced by a widening of the streambed). Existing stream dimensions (including pattern and profile)
are to be maintained above and below locations of each culvert. The structures shall be designed and
installed to allow for fish and other wildlife movement as well as prevent headcutting of the stream. The
applicant may be required to provide evidence that the equilibrium has been maintained, if requested in
writing by the DWQ.
2. Riprap must not interfere with thalweg performance and aquatic life passage during low flow conditions.
3. Heavy equipment must be operated from the banks rather than in the stream channel, when possible, in
order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream.
4. Temporary dewatering sites must be restored to pre-existing conditions unless more natural geomorphic
conditions can be provided.
5. No live or fresh concrete shall come into contact with waters of the state until the concrete has hardened.
6. The dimension, pattern and profile of the stream above and below the crossing should not be modified.
Disturbed floodplains and streams should be restored to natural geomorphic conditions.
7. All mechanized equipment operated near surface waters must be regularly inspected and maintained to
prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
8. All work shall be performed during low or normal flow conditions.
9. Erosion and sediment control practices must utilize Best Management Practices (BMP) and be in full
compliance with all specifications governing the proper design, installation, and operation and maintenance of
such BMP in order to protect surface water standards:
a. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of
the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow pit sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina Surface
Mining Manual.
c. The reclamation measures and implementation of these measures must be in accordance with the
requirements of the Sedimentation Pollution Control Act.
10. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within 30 days after the Division of Land Resources has
released the project.
11. The North Carolina Department of Transportation (NCDOT) and its contractors and/or agents shall not
excavate, fill or perform mechanized land clearing at any time in the construction or maintenance of this
project within waters and/or wetlands, except as authorized by this Certification, or any modification to this
Page 3
Certification (e.g., no work shall occur outside of the footprint of the plans provided). In addition, there shall
be no excavation from or waste disposal into jurisdictional wetlands or waters associated with this
Certification without appropriate modification. If this occurs, compensatory mitigation may be required since it
is a direct impact from road construction activities.
12. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to notify DWQ when all work included in the 401 Certification has been completed. Please
include photographs upstream and downstream of the structure to document correct installation.
13. Continuing Compliance. NCDOT shall conduct its activities in a manner consistent with state water quality
standards [including any requirements for compliance with section 303(d) of the Clean Water Act] and any
other appropriate requirements of state and federal law. If DWQ determines that such standards or laws are
not being met (including the failure to sustain a designated or achieved use) or that state or federal law is
being violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate and
modify this certification to include conditions appropriate to assure compliance with such standards and
requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall notify
NCDOT and the USACE, provide public notice in accordance with 15A NCAC 2H.0503, and provide
opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or revised conditions shall
be provided to NCDOT in writing, shall be provided to the USACE for reference in any permit issued pursuant
to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Polly Lespinasse in the Mooresville Regional Office at 704-663-
1699.
Sincerely,
Alan W. Klimek, P.E.
Attachments
cc: Steve Lund, USACE Asheville Field Office
Rob Ridings, DWQ Central Office
Central Files
File Copy
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OCT V@ROW91
0 4 2004
WETLANDS AND STTORMWATER BRANCH
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TWPETT
GOVERNOR SECRETARY
September 28, 2004
Mr. John Hennessy
401friansportation Permitting Unit 04160 F)
1650 Mail Service Center
Raleigh, N.C. 27699-1650
SUBJECT: Secondary Road Paving/Pipe replacements on SR 1536(Golden Valley Rd), Cleveland
County
Dear Mr. Hennessy:
The North Carolina Department of Transportation requests authorization to replace three existing cross
pipes on SR 1536 (Golden Valley Rd) in Cleveland County. At Site #1, NCDOT proposes to replace the
existing pipe 40-foot, 72" CMP with a 60-foot, 84" CMP with inlet concrete headwall and 10 feet of
associated riprap for structure protection. At Site #2, a 32-foot, 48" CMP will be replaced with a 50-foot,
48" HPDE pipe with inlet headwall and 10 feet of associated riprap. At Site #3, a 38-foot, 24" RCP will
be replaced with a 90-foot, 24" HDPE pipe. The existing pipes must be replaced and lengthened to bring
the road up to paved road standards. The scope of the work will permanently impact 115 linear ft of
jurisdictional waters associated with No Business Creek and two, separate, unnamed tributary to No
Business Creek, which is classified as Class C Waters by the Division of Water Quality.
The topography and the existing stream conditions at sites 112 and #3 provide constraints on the ability to
meet adequate pipe burial. The existing pipe at Site #2 is perched approximately 5 feet with a large scour
hole located at the pipe outlet. To reconnect the upstream bed elevation to the downstream bed elevation
would require the placement of pipe on a 12% grade. It is anticipated that at this extreme slope, stream
destabilization will occur. In an effort to prevent stream destabilization, it is proposed that the pipe be
placed on the existing pipe invert grade (see sketch) and a "rock ladder" be placed in the scour hole to
connect the outlet of the pipe to the elevation of the downstream thalweg to facilitate aquatic passage. A
rock slope currently exists at the outlet at this site. (See attached photographs for Site #2). This stream is a
low flow stream and has high levels of iron bacteria. No fish were observed during the site visit. Fish
passage in the stream is not believed to be an issue at this site. At Site #3, the stream is a low flow
intermittent stream appearing to have its origin directly upslope of the road in a hillside cow pasture. Due to
the steep topography of the area (5.71/6 grade), the pipe will be placed on streambed grade so as not to cause
stream destabilization. Fish passage is not believed to be issue at this site. No fish were observed during
the site visit. The pipe at site #1 will be buried one foot below existing streambed elevation based upon
the measured thalweg elevation.
The scope of work will also includes the use of temporary cofferdams and bypass pumping at Site #1 to
manage the streamflow during pipe installation. Sites #2 and #3 are low flow streams in which the
streamflow can be dammed without impacting upstream property owners during pipe installation.
I?,. ,
SR 1536, Golden Valley Road
Page 2
The proposed project is located in Class C waters and is not located within 1/2 mile of any critical watershed
area. Hazardous spill basins are not required. Enclosed is the NCDOT hazardous spill basin checklist.
This letter serves as an application from the Department of Transportation for the certification of the
proposed activities under the Division of Water Quality's WQC#3404 for permanent fill impacts associated
with the linear transportation crossings and WQC#3366 for temporary impacts and dewatering. I have
enclosed a PCN application, sketches of planned activities, and a location map relative to the project.
Project information for the 401 Automated Payment Procedure is as follows:
• Work order number: 150455-55120005-12C.023057-3855
• TIP #: NA
• Project Category: $200.00 Fee
If you have any questions or concerns, please feel free to contact me at [phone]. Thank you for
your time and consideration to this matter.
Respectfully yours,
M.L. Holder, P.E.
Division Engineer
Twelfth Division
BY:
Trish Simon
Division 12 Environmental Supervisor
Enclosures
Cc: Polly Uspinasse, DWQ, Mooresville Regional Office
Ron Linville, Wildlife Resources Commission (Courtesy Copy)
. - . 4%6
Office Use Only: Form Version May 2002
USACE Action ID No. DW. 1606
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: WQC# 3404 (NW 14) and
WQC#3366 (NW 33).
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Mike Holder. N.C. Department of Transportation
Mailing Address: P.O. Box 47
Shelby. North Carolina 28151
Telephone Number: 704480-9020 Fax Number: 704-480-5401
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Trish Simon
Company Affiliation: N.C. Department of Transportation
Mailing Address: P.O. Box 47
Shelby, North Carolina 28151
Telephone Number: 704-480-9044 Fax Number: 704480-5401
E-mail Address: [e-mail]
Page 1 of 9
.M?
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Golden Valley Road (SR 1536) secondary road paving project (from SR
1529 to SR 1530) - Pipe replacements at Station 37+75, 66+50, and 79+30..
2. T.I.P. Project Number or State Project Number (NCDOT Only): 12C.023057
3. Property Identification Number (Tax PIN): NA
4. Location
County: Cleveland Nearest Town: Casar
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): Take Hwy 10 East from Casar.
Turn rigdit onto SR 1536, continue SR 1536 to start of unpaved section at SR 1529.
5. Site coordinates, if available (UTM or Lat/L.ong): {Site #1} 35°31'11"N/81°40'07"W/ {Site
#2135-3 1'25"N/81-40'33"W/ (Site #3135°31'33"N/81°40'44"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Total secondary road paving project = 14 acres (NCDOT right of
J.
wax The pipe r lacements are <1/4 acre
7. Nearest body of water (stream/river/sound/ocean/lake): No Business Creek and two,
sgparate unnamed tributaries to No Business Creek Class C Waters (from source to First
Broad River2
8. River Basin: Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 2 of 9
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9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:Existing Conditions -pipes on unpaved secondary road.
General Land Use- predominately wooded and pasture land.
10. Describe the overall project in detail, including the type of equipment to be used: The road
paving project consists of the upgrade of the road and the replacement of three crosspipes. At
Station 37+75, an existing 40'. 72" CW will be replaced with a 60', 84" CW, at Station
66+50, an existing 32', 48" CW will be replaced with a 50', 48 " HDPE pipe, and at Station
79+30, and existing 38'. 24" RCP will be replaced with 80% 24" HDPE. Work will be done
using typical heM construction equipment: bulldozers, pans, backhoes, rollers, and pavers.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to upgrade
an existing unpaved road to current paved road standards for the safety of the travelling
public.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
An emergency pipe replacement was done on SR 1536 on another unnamed tributary to No
Business Creek last year. The crosspipe collapsed after a severe storm event and subsequent
flooding The application date for this emergency project was July 23. 2003. The USACE
authorization (Action Id. 200331099) was issued 9/4/03 and the DWQ Certification (DWQ
Project No. 030939) was issued 8/6/03. The certifications authorized 30 linear feet of permanent
stream impacts.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There are no other stream crossings on the unpaved section of SR 1536. No future permit
requests related to the unpaved section are anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
Page 3 of 9
All- -
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Permanent impacts from minimal
increase in pipe length and associated riprap for structure stabilization. Temporary impacts
associated with tempos cofferdams and bypass pipinst related to the pipe replacement.
2 Individual) list wetland im acts below: NO WETLAND RAPACTS
Wetland Impact
Site Number
indicate on ma
Type of impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized
clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both
structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance
Rate Maps (17110A), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service
Center at 1-800-358-9616, or online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver
pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property -O
Total area of wetland impact proposed: 0
3 Individimlly list all intermittent and nerennial stream impacts below:
Stream Impact
Site Number Type of Impact* Length of Stream Name** Average Width of Perennial or
(indicate on Impact Stream Before Impact Intermittent?
ma) (linear feet lease specify)
1 - (Station Culvert fill (Increase No Business
37+50) in pipe length) 20 feet Creek 4 ft. Perennial
Riprap on
"
embankment at pipe 5 ft at inlet
1 for structure
inn and 5 ft at
outlet
Temporary
I cofferdams for 30 feet "
stream management
2- (Station Culvert fill (Increase 1" UT to No
66+50 in i len 18 feet Business Creek 2 feet Perennial
Placement of rock or
2 riprap in stream to 10 feet "
allow a uatic
3- (Station Culvert fill (Increase 2° UT to No
79+30) in pipe length) 52 feet Business Creek 0.5 feet Intermittent
Riprap on 5 feet
3 embankment for (upstream
structure protection only)
Page 4 of 9
Ahb
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated
rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after,
and net losstgain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation,
ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the
original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the
nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616,
or online at www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g.,
www.topozone.com www.mapguest.coni, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Total Permanent Fill =
80 feet, Total Permanent Riprap Impacts = 25; Tempor impacts = 30 feet.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and anv other water of the U. S.) below: 0
Open Water Impact Area of Name of Waterbod
y Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, oc etc.

• List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation,
dredging, flooding, drainage, bulkheads, etc.
5. Pond Creation: NO POND INIPACTS
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
To construct the road to current raved road standards i is necessary to increase the vine lengths
to provide for adequate roadway shoulder and fill slope The topg&Why and the existing strgam
conditions at sites 42 and #3 provide constraints on the ability to meet adequate pine burial The
existing pipe at Site #2 is perched approximately 5 feet with a large scour hole at the outlet. To
reconnect the upstream bed elevation to the downstream bed elevation and bury the pipe would
require the placement of pipe on a 12% grade It is anticipated that at that extreme slope stream
destabilization would occur. In an effort to prevent stream destabilization from occurring, an
Page 5 of 9
dio
alternative design is proposed to place the new nine be placed on the existing pipe invertrg ade
(see sketch) and a "rock ladder" be placed in the aquatic passage A "rock ladder" of sorts
already exists at the site. (See attached photographs for Site #2). This stream is a low flow
stream and is heavy in iron bacteria. No fish were observed during the site visit. Fish passage in
the stream is not believed to be an issue at this site. At Site #3 , a 42 foot increase in pipe length
is necessary to accommodate a manageable fill slope. The stream is a low flow intermittent
stream appearing to have its origin directly upslope of the road crossing in a hillside cow pasture.
Due to the steep topQ aphy of the area (5.7% g_rade), the pipe will be placed on grade in an
effort to prevent stream destabilization. Fish passage is not believed to be issue at this site. No
fish were observed during the site visit.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strmmide.html,
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
IMPACTS < 150 FEET, MITIGATION NOT ANTICIPATED
Page 6 of 9
Abb
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Page 7 of 9
so
Identify the square feet and
mitigation is required calci
multipliers.
acreage of impact to each zone of the riparian buffers. If buffer
late the required amount of mitigation by applying the buffer
Zone* Impact
( (square Multiplier Required
on
1 3
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
SR 1536 is a 1.9 mile -18-foot unpaved road that will be paved to a 20 foot road width with
minimal increase in road shoulders on existing alignment Approximately 1 acre of additional
impervious surface is proposed Apyrop&tte erosion and sedimentation control measures
(sediment basins silt fences etc) will be in place during construction. Stormwater from the
road will be managed by uxassed ditchlines On steeper slopes, riprap ditchlines will be used as
necessgy for velocity control.
XII. Sewage Disposal (required by DWQ)
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.
NA
XIIL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 8 of 9
4*6
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
fy / -j( NF-6
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

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EROSION AND SEDIMENTATION
CONTROL PLAN
CLEVELAND COUNTY
SR 15336A
DATE August 12, 2004
DIVISION OF HIGHWAYS
DEPARTMENT OF TRANSPORTATION
STATE OF NORTH CAROLINA
W.O. 9 12C.023057
PURPOSE
T"P p rposP of this Eros*
ion
and
Sedimentation Control Program of the Division al
Hic,llways is
P to control accelerated erosion and
Fsedimentation resultin, from the construct.
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Sedimen -adoji .
Control Comnss *
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PRO41ECT
DESCRIPTION
SR 1536A (Golden Valley Rd. ) from its intersection with SR 1529 to SR 1534. It
will be constructed to the attached typical section. No problem areas are anticipated.
The work will be completed during the 04/05 construction season.

CONSTRUCTION SEQUENCE
1. 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 storm 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 constriction.
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.
GROI ND 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 deirices or structures.
Seeding should be done in accordance with the specifications for that season of the year,
Additional erosion control rneastires may be required depending on the actual field conditions.
WARD . ) LUIM
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Cleveland County
Map 1 of 6
SR 1536A, Golden Valley Rd.

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CONVENTIONAL SYMBOLS
Itc?oreetatibli -
I emporary Silt Ditch ........................... tso
I emporary Silt fence ............. ............. III-III--Ili
I emporary Slope Drain ............................ .....................
Silt Basin Type A ........................................ _E)
Silt Basin Type II .................................................•....
Rock Silt Check Dam ...............................
Earth Berm ..................................................... 4 4 4
I emporary Stone Ditch Check ..................................
Stilling Bailin ....................................................
ILJ
Filter Bern% Basin ....................................................
I emporary Sediment Trai) .............................
Hip Rap Setiment Da11I ..........................................
Stone Silt Screen ...............................................
Pipe Inlet Protection ................................. -------- ...---..... u
I emporary Diversion .................................... - TD
INL E'I' PROT EurION: 9MME
'T'ype A Sediment Pit ........................................
with CL-B and "5 Stolle
Type B n5 Stolle Only ........................................ [:] Olt...
Ty pr C "5 Stolle alltl 511t l"once ....... r-,
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TEMPORARY ROCK SILT CHECK TYPE-B:

A temporary rock silt check type-B (also called check dam) is a small dam with a
weir used to reduce gullying in drainage ditches that are to be filled or
permanently stabilized at a later date. These type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone. They are used in ditches
during construction where the grade meets and/or exceeds 3%.
AREAS OF USE:
• In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
• In conjunction with type-B silt basins.
DESIGN CRITERIA:
• Center of rock silt check shall be at least 1 foot lower than the outer edges
(top of channel sides)
• The spacing (ft.) = (3 / % of ditch grade) X 100 ft.

27
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SILT BASIN TYPE-B:
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A silt basin type-B is a temporary'basin built to collect sediment flowing through a
drainage way. The silt basin is built at the base of the ditch with its length being at
least 2 times the width of the basin. The type-B silt basin is generally built in
conjunction with temporary rock silt checks and other devices that control or slow
clown water flow. This device must be monitored closely and cleaned-out on a
regular basis until grass is established along the ditch line and sedimentation is no
longer a problem.
AREAS or. USE:
• In conjunction with temporary rock silt checks and other devices used in
drainage ditches.
DESIGN CRrr RU1:
• Width - variable
• Length - 2 times width
• Depth - 2 ft. nunimum storage - 1800 cubic feet/acre (equals L x W x D)
VI-12 March, 1993
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VI-13 March, 1993
WBS #
SR 1536,3,, 1.9 mi.,
67
a7T
Sheet 1 of 6
Sheet 2 of 6
Sheet 3 of 6
Q F+1.5
d7j.7 CZ
174-9; S
qn+QA
h
45+00
40+00
35+00
Sheet 4 of 6
A
A
61+30
18 " P A A
iD
A
_ k
A A
Cr L}
54+90 s
18 CMP
m
r
50+30 v
S i1 CIAP
r

1
60+00
55+00
50+00
,,, .
Sheet 5 of 6
Sheet 6 of 6
SR 1534

r
r

92+00 /
18 T, C 24P
90+00
89+20 e?
18 C W
Cost 1 85+00
v Cr

81+40
18 ?1
..%- .
NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: -12?- County: Cleveland -Project ID: 12C.023057
River Basin: Broad Bridge No: Road Pavin ipe Replacements
Route: SR 1536, Golden Valley Road Stream: No Business Creek & 2
separate unnamed tributaries to No Business Creek.
Water Quality Criteria:
Yes No
Stream Crossing Blue Line On USGS Pr Pr
ORW F Pr
WSI r pr
WS II9III OR IV, Crossing Within 0.5mi of W.S. Critical Area F Fr
Roadway Criteria:
Route Designation- Yes No
Arterial Urban F a
Arterial Rural F Fr
Additional Site Information: Site #1 is a blue line stream crossing. Site #2
and #3 are not blue line stream crossings.
Yes No
Is a Hazardous Spill Basin Required? F pr
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).