20041542 Ver 1_Complete File_20040916

A%
Certificate of Completion
DM'Q Project No_: O?" 15 `2 County: 01 (A_?a_
Applicant: 01 _1--i y I2
Project Name:
Date of Issuance of 401 Water Quality Certification: _pcAobtr 2-0gH
Upon completion of all wort: approved within the 401 Water Quality Cer-cation and Bum Rules, and
any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit,
North Carolina Division of Water Quality, 1631 Mail Service Center, Raleigh, NC, 27699-16? 1. iris form
may be returned to DWQ by the applicant, the applicant's authorized agent, or the project en`-_in=r. It is
not necessary to send certificates from all of these.
Applicant's Certification
I, - M ' L . "l te, , 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 obs-_:-ved to be
built within substantial compliance and intent of the 4a1 Water Quality Certification and Bum Rules_ the
approved plans ecin atio and other supporting materials.
.L•
Signature: Date: 10 o/ 3'06
Agents Certification
L 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 observes to be
built within substantial compliance and intent of the 401 Water Quality Certification and Bummer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Date:
If this project was designed b3, a Certified Professional
as a duly registered Professional
ngineer, Landscape -Architect, Surveyor, etc.) in the State of ?worth Carolina, having been au^io;°d to
observe (periodically, weekly, full time) the construction of the project, for the Permhlee h=e_z- s-,ale that
to the best of my abilities, due care and diligence was used in the observation of the construdon such that
the construction was observed to be built within substantial compliance and intent ofthe 401 ?.-,ater Quality
Certification and Buffer Rules, the approved plans and specifications, and other supporting -- ze=ah.
Signature: Rt!!2.i'tratlon Flo.: Date:

M1..
!.FL I,,?11 E.?I
worl-

0? W A T?? lint ?cl F tfasle?. Governor
?? QG (- William G. Ross Jr.. Secretary
North Carolina Department ofrnvironment and Natural Resources
ywv?
Alan W. Klinrek. P.G. Director
Division of Water Quality
October 4, 2004
DWQ# 04-1542
Cleveland County
Mr. Mike Holder, P.E.
NCDOT Division 12
P.O. Box 47
Shelby, NC 28151
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Holder:
You have our approval, in accordance with the attached conditions and those listed below, to permanently
impact a total of 70 linear feet (If) as listed in the table below:
Location/Station Stream Name Length of pipe Length of inletloutlet Total length of impacts
extension protection
Site 1 Unnamed tributary to 1 pipe at 20 feet 10 feet 30 linear feet
Station 14+60 Buffalo Creek
Site 2 Unnamed tributary to 1 pipe at 35 feet 5 feet 40 linear feet
Station 15+50 Buffalo Creek
In addition, you have our approval to temporarily impact 20 linear feet (10 If at each site) for the purpose of
installing temporary cofferdams and bypass piping. All impacts will be to unnamed tributaries* of Buffalo Creek
for the purpose of replacing existing, deteriorating cross pipes as described in your application received by the
Division of Water Quality (DWQ) on September 16, 2004. The location of the project is State Road 1658
(Bingham 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 One Caro na
?vaturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Page 2
1. Placement of culverts and other structures in waters, streams and wetlands must be below the elevation of
the streambed by one (1) foot for all culverts with a diameter greater than 48 inches, and 20 percent of the
culvert diameter for culverts having a diameter less than 48 inches, to allow for low flow passage of water and
aquatic life, as well as prevent headcutting of the streams. Design and placement of culverts and other
structures including 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 applicant may be required to provide evidence that the equilibrium has
been maintained, if requested in writing by the DWQ.
2. The rock cross vanes, proposed for installation at Site 2, Station 15+50, must be installed correctly and in
such a way that allows for continued movement of aquatic life up and down the stream.
3. Riprap must not interfere with thalweg performance and aquatic life passage during low flow conditions.
4. 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.
5. Temporary dewatering sites must be restored to pre-existing conditions unless more natural geomorphic
conditions can be provided.
6. No live or fresh concrete shall come into contact with waters of the state until the concrete has hardened.
7. 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.
8. 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.
9. All work shall be performed during low or normal flow conditions.
10. 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.
11. 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.
12. 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
.j
1

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.
13. 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.
14. 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 1508 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
r
0 415 4 2 d. o WETLANDS/ 401 GnoUp
SFP 1 6 2004
?'•?.? WATER
QUALIT y SECTION
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT
GOVERNOR SECRETARY
September 10, 2004
Mr. John Hennessy
401/Transportation Permitting Unit
1650 Mail Service Center
Raleigh, N.C. 27699-1650
SUBJECT: Pipe replacement on SR 1658 (Bingham Rd), Cleveland County
Dear Mr. Hennessy:
The North Carolina Department of Transportation proposes to replace two existing deteriorating
cross pipe on SR 1658 (Bingham Rd) in Cleveland County. The first existing pipe (Station
14+60) is a 30-foot a 36" CMP to be replaced with a 50-foot z 36" HDPE pipe with associated
inlet and outlet riprap for structure protection. The second existing cross pipe (Sta. 15+50) is a
25-foot z 60" CMP to be replaced with a 60-foot a 60" CMP with concrete headwall at the
inlet and associated riprap at outlet for structure protection. It is also proposed that a series of
rock cross vanes be constructed at the outlet of the 60" pipe to relieve perched conditions and
promote aquatic passage. The scope of the work will permanently impact an additional 70 linear
feet of jurisdictional waters associated with two unnamed tributaries to Buffalo Creek which are
classified as WS-III by the Division of Water Quality. The additional footage of impact is due to
realignment of the roadway to bring it up to current highway safety standards. The project is not
located within %z mile of any critical watershed area; therefore, hazardous spill basins are not
required. Enclosed is the hazardous spill basin checklist. This office has conducted a GIS and
field survey for the project and is recommending a finding of "no effect" for T&E species and
historical structures.
The department requests the issuance of WQC #3404 for the proposed pipe replacement activity.
The scope of work will also include the use of temporary cofferdams and bypass piping for
stream management during the aforementioned pipe replacement; therefore, issuance of WQC
#3366 is also requested. Upon project completion, all temporary fill will be removed and the area
restored to original grade.
I have enclosed pre-construction notification, sketches of planned activities, and location maps
relative to the project. Please note that on the enclosed topo map the subject project is situated on
the outside edge of a wetland area (Approximately Sta. 1+24 to 11+10). The wetland area will
not be impacted by the proposed construction project.
Project information for the 401 Automated Payment Procedure is as follows:
• Work order number: 150455-55120005-12C.023055-3855
• TIP #: NA
• Project Category: $200.00 Fee
SR 1658
Page 2
September 10, 2004
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 Lespinasse, DWQ, Mooresville Regional Office
Ron Linville, Wildlife Resources Commission (Courtesy Copy)
Office Use Only: Form Version May 2002
152
USACE Action ID No. DWQ N . 4 4
(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 pro ect:
? 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:WOC# 3404 (NW#14) and
WQC#3366 (NW#33)
3.
4. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
5. 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: ?
6. 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: ?
II. 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: 704480-9044 Fax Number: 704480-5401
E-mail Address: tsimon _ dot state nc.us
Page 1 of 8
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: Pipe replacements and temnor impacts/stream manaszement, SR 1658,
2. T.I.P. Project Number or State Project Number (NCDOT Only): 12C.023055
3. Property Identification Number (Tax PIN): NA
4. Location
County: Cleveland Nearest Town: Fallston
Subdivision name (include phasellot number): NA
Directions to site (include road numbers, landmarks, etc.): Take Hwy 18 north from Shelby,
turn right onto Hwv 182 (cast), turn left on SR 1658 (.Bingham Rd.).
5. Site coordinates, if available (UTM or Lat/Long): First Pipe (Station 14+60)
35°25'54'WO81°28'23"W, Second Pipe (Sta 15+50) 35°25'52"N/081°28'25"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): 0.4 acres MDOT right of wavy.
7. Nearest body of water (stream/river/sound/ocean/lake): Buffalo Creek. WS-III (from
source to a point 0.3 mile upstream of Long Creek)
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/.)
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 - Agricultural residential, woodlands
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: NCDOT
proposes to replace the existing 30-foot x 36" C MP with a 50-fo ot z 36" HDPE pipe with
associated inlet and outlet jrap for structure pro tection The sec ond cross pipe is a 25-foot
x 60" CW to be replaced with a 60-foot x 60" CMP with concr ete headwall and 5-feet of
riprap at the outlet for structure protection It is also proposed t hat a series of r ock cross
vanes be constructed at the outlet to relieve exist ing
erp shed con dition and provi de aquatic
page There will be twenty feet of tempoQM ,
impacts from t empoma coffer dams and
bwass piping for stream management. A trackh oe will be_ used for excavation and riprap
installation.
11. Explain the purpose of the proposed work: The pMose of the proposed work is to replace
deteriorating road pipes.
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.
NA
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.
None Anticipated
VL 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
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 increases in
pipe length and associated ripmp for structure stabilization will total 70 feet. Tempor
Page 3 of 8
impacts associated with temvo? raa cofferdams and bypass piping related to the pipe
r' lacement will total 20 feet.
2. Individual) list wetland impacts below: NO WETLAND IMPACTS
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
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 (FIRM), 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: 0
Total area of wetland impact proposed: 0
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Average Width Perennial or
Site Number Type of Length of Impact Stream Name** of Stream Intermittent?
(indicate on Impact* (linear feet) Before Impact (please specify)
map)
1 Increase in 20 feet Unnamed to 1 foot Perennial
pipe length Buffalo Creek
Riprap on 5 feet upstream
«
«
«
1 bank for
structure
5 feet downstream
I Temporary 5 feet upstream « « «
Cofferdam 5 feet downstream
2 Increase in 35 feet Unnamed tributary to 1 foot Perennial
pipe length Buffalo Creek
2 Rr?on 5 feet "

2 Temporary 5 feet upstream « « «
Cofferdam 5 feet downstream
* 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 loss/gain), 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 1400-358-%16,
or online at www.usQs.sov. Several internet sites also allow direct download and printing of USGS maps (e.g.,
,v;ww.topozone.com, www.MMuest.com, etc.).
Page 4 of 8
Cumulative impacts (linear distance in feet) to all streams on site: Permanent Impacts = 70
feet TempQM impacts = 20 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
Site Number
indicate on map)
Type of Impact* Area of
Impact
acres
Name p Wateplicabllee) )
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean 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 "ACTS
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 stonnwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VIL 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.
The installation of inlet headwall on second nine minimizes increase in pipglength and still
allows for construction of adequate road shoulder. The minimal amount of riper necessary for
structure stabilization will be used A series of rock cross vanes are proposed for the outlet of
the 60" pine to relieve the existingperched condition and provide aquatic page The minimum
area necessary will be disturbed for the temvQr ra Y cofferdams and bypass pumpina used durin?t
ream manna
VIIL 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
Page 5 of 8
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/ncwetlands/strmgide.html.
1. 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 (acreagellinear 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
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/M/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 ?
Page 6 of 8
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 919) 733-5083 to review current thresholds for environmental documentation.
Yes [J 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:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
I Impact Required
*
Zone ?.? Multiplier ";.;?+;^,
2
Total
1.5
* Zone 1 extends out, 30 feet perpendicular from near bank of cbannel; 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 2B .0242 or.0260.
NA
Page 7 of 8
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.
No additional impervious surface is proposed The paving of Bingham Road (SR 1658) will
reduce the width of impervious road surface The road width will be reduced from 23 feet
unpaved to a width of 26 feet payed.
XH. 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
MUL 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
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).
NA
Q 9-/0-o f°
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
STATE OF NORTH CAROLINA SUBJECT PROJECT
)EPARTMENT OF TRANSPORTATION s ,.
DIVISION OF HIGHWAYS COUNTY
HIGHWAY BUILDING PREPARED BY A DATE STATION
P. O. BOX 28201
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF?
SO-OI
STATE OF NORTH CAROLINA SUBJECT S? I(If58 Bi'?6N'4'`1 ,w PROJECT
,EPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS COUNTY
HIGHWAY BUILDING PREPARED BY 1 DATE STATION
P. O. BOX 23201
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET z OF-Z:.
SD-01
STATE OF NORTH CAROLINA 1658
-SP BCJ6 1'. M e°
,
SUBJECT
- PROJECT
)EPARTMENT OF TRANSPORTATION , C4EVZ-114A O
DIVISION OF HIGHWAYS COUNTY
HI
I
A 1
GHW
Y BU
LDING PREPARED BY DATE STATION
P. O. BOX 23201
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF_

STATE OF NORTH CAROLINA SUBJECT SK I(PS Ll Tai'16 UHM E"' PROJECT
)EPARTMENT OF TRANSPORTATION , / -
I/ E D
- f e
COUNTY
DIVISION OF HIGHWAYS 1 ``
HIGHWAY BUILDING PREPARED B`f DATE STATION
P. O. BOX 25201
CHECKED BY
DATE STR NO /
SHEET-L. OF_
RALEIGH, NORTH CAROLINA 27611
SQ-O I
SR 1658 Bingham Road, Cleveland County
Y

A
{
y.
i
i
Second pipe replacement on SR 1658 Bingham Road, Cleveland County
I .' ?' ? ?... ,.•--mot V ,1../.? '?? ?, ?.'/? ?, O • -' •^? ',. ` ? ?, - M J y1 i ?? `+ ' ,
r-VOW, 9 ,.
879. y -+
e -
f Fn tit?ly
( . ?; "• ?? _ chapel
t,
?1 f?111 raft j ;' `•
99 7Z
1 % y 041 ??
2nd Pipe t ??.. + ,,•
Replacement
(Station 15+50)
1 st Pipes `
Replacement
(Station 14+60)
?X'i
Wetland Area.
'"- f r .`'.=, _ \ (r'J ( Q " • 939 I 1., "'? 1 ?1 >fr + : ra
: y
?. ?. .. E, 1 C3 1 I ?fi,? I /
ass
• r ???? \ ?? • NGq r Al /? / 4•
I )• i1 , ? ?r
1 r r ? fI , ?
?? •ti.. } ,` r 1 it i `.,' • ',5 ? ? ? ??? ? /?' •
Name: CHERRIMLLE Location: 035° 25' 58.32" N 081° 28' 16.78" W
Date:: 002004 Caption: Secondary Road PavittglPjpe Replacement on Bingham Rd SR
Scale: 1 inch equals 1333 feet 1658. Two Ut's to Buffalo Creek WS-III Broad River Basin
I=, Maptw*, Inc
?,
I
111 `. // •//
972
I II
/? ?? I t65A li'
II /,
182
Town of • ° `'
Fallston " BM'
99Z
?\ - ZONE
A
ZI
ZONE X
i ? .
991•
^-; .. \ ? ? ,? 1651
o.
r
ZONE X ,9 5??. G
1905
Vtll \
/ I? I II
II ?r o • ?
Q
1 ? •? ?? .1111
1
(1+

N

N 'a
N?

N
i

8.10 SOIL MAPPING LEGEND OFPAPPROVED AND PROVISIONAL MAP UNITS
CLEVELAND COUNTY, NORTH CAROLINA
(MAP UNITS LISTED ALPHABETICALLY BY NAME)
September, 1999
Field Old Corr .
Symbol • Symbols Status Mau Unit Name Noce $
36B (309,578 ,5068, A Appling sandy loom, 1 to 6 percent slopes 1,32 ,34,41
338,23 6B,34B)
36C (36D,30C ,57C, A Appling sandy loam, 6 to 12 percent slopes 21,3 3,35,
57D,34C ,236C) 51,5 2
708 (70) A Buncombe loamy sand, 1 to 5 percent slopes, occasionally flo¢dod 9,36 ,72
3182 (25B,25C 3,318, A Cecil sandy clay loam, 2 to 8 percent slopes, eroded 12,3 0,36,
2582,19 8,238, 38,6 2,70,71
31C,32B 2,2382
93B, 50B , 50C, 90B)
38 A Cecil-Urban land complex, 2 to 8 percent slopes 31,3 6
4A (4) A Chewacla loam, 0 to 2 percent' slopes, occasionally flooded 10,3 6,53
90D A Cliffield-Pigeonroost complex1 ; 15 to 30 percent slopes, very stony 40
90E A CliffieId-Pigeon roost complex, 30 to 50 percent slopes, very stony 40
90F A Cliffield-Rock outcrop complex, 50 to 95 percent slopes 40
2508 (250,544A,544) A Dogue sandy loam, 2 to 8 percent slopes, rarely flooded 61,7 9,83
250C)
950 A Evard-Cowes complex, 15 to 30 percent slopes, stony 6,17, 47,73
95E (92C,92D ) A Evard-Cowes complex, 30 to 50 percent slopes, stony 6,17, 48,74,
80181 182
95F A Evard-Cowee complex, 50 to 85 percent slopes, rocky 6,47, 75
38D (39D,31BE,37E, A Grover gravelly sandy loam, 15 to 30 percent slopes, rocky 40,43 ,58
300)
38E A Grover gravelly sandy loam, 30 to 60 percent slopes, very stony 54,76
599 (80A,80) A Helena-Worsham complex, 1 to 6 percent slopes 18,36
38B (398) A Hulett gravelly sandy loam, 2 to 8 percent slopes 40
38C (39C, 318 C, 318D) A Hulett gravelly sandy loam, 8 to 15 percent slopes, stony 40
138C (138B) A Hulett-Saw complex, 4 to 15 percent slopes, very rocky 47,52 ,55
238b A Hulett-Urban land complex, 2 to B percent slopes 40
3782 (378,318 8,3882) A Madison gravelly sandy clay loam, 2 to 8 percent slopes, eroded 25,36
37C2 (37D,37D 2) A Madison gravelly sandy clay loam, 8 to 15 percent slopes, eroded 25,52
13782 (19882, 1978) A Madison-Bethlehem complex, 2 to 8 percent slopes, stony, eroded 40
137C2 (198C2, 197C, A Madison-Bethlehem complex, 8 to 15 percent slopes, vary stony, eroded 40
17C)

178 A
49E (48 F) A
32C2 (32D,25C2,19D, A
324D3,23C2,
19D,236D,237C,
23D, 23D2, 22C,
93C,2BC3)
3202 (36E,324E,32E, A
344E,930,35D)
9882 (978,352) A
98C2 (26C2,244D,28D, A
27C, 3 5C, 3 2 4 D, 97C)
Madison-Bethlehem-Urban land complex, 2 to 8 percent slope
Montonia very channery silt loam, 25 to 60 percent slopes,
Pacolet sandy clay loam, B to 15 percent slopes, eroded
52
stony 1,2,37
1,13,39,63,66
Pacolet sandy clay loam, 15 to 25 percent slopes, eroded 24,52,56,64
Pacolet -Bethlehem complex, 2 to 8 percent slopes, eroded 1,42 '.
Pacolet-Bethlehem complex, 8 to 15 percent slopes, eroded
I 1,16,42,65

Soil Mapping Legend (Cont'd.)
1 -
Field Old'
symbol S ols Status Mao Unit Name
9802 (26D2,244E,28E) A Pacolet -Bethlehem complex, 15 to 25 percent slopes, eroded
97D (270) A Paco let-Bethlehem complex, 15 to 25 percent slopes, stony
7B A Pacolet -Bethlehem-Urban land complex, 2 to 8 percent slopes
7C A Paco let-Bethlehem-Urban land complex, 8 to 15 percent slopes
68 182 (689) A Pacolet-.Saw complex, 2 to 8 percent slopes, eroded
68C2 A Facolet-Saw complex, 8 to 15 percent slopes, eroded
690 A Pacolet-Saw complex, 15 to 25 percent slopes, stony
3C A Pacolet-Urban land complex, 8 to 15 percent slopes
Pt (QU) A Pits, quarries
66E (324F,32F) A Rion-Ashlar complex, 25 to 60 percent slopes, rocky
60E (30E,60F) A Rion-Cliffside complex, 25 to 60 percent slopes, very stony
69C (606) A Saw-Wake complex, 4 to 15-percent slopes, very rocky
68D A Saw-Wake complex, 15 to 30 percent slopes, very rocky
46B (46B2) A Tatum-Montonia complex, 2 to 8 percent slopes
46C (46C2,40C) A Tatum-Montonia complex, 8 to 15 percent slopes
43D (48E,46E,249, A Tatum-Montonia complex, 15 to 30 nercent aLnnee
40D)
IA (1, 2A)
Ud (Uo,UdB,UdC,
UUC)
Corr.
Notes
36
8,15,36
1
52
1, 67
1
36
52
1
24, 57,77
19,44,
49,52
1, 5, 59
1,5,59
1, 2, 37
1, 2,37
1,2,37
A Toccoa sandy loam, 0 to 2 percent slopes, ocr-ationally flooded 50,
A Udorthents, loamy 1,4, 60
Ur A Urban land 1
43B (232B,48B) A Uwharrie silt loam, 2 to 8 percent slopes 1,3,37
4382 A Uwharrie silty clay loam, 2 to 8 percent slopes, eroded 1,3,37
43C (460,232D,48D, A Uwharrie-Tatum complex, 8 to 15 percent slopes 1,3,37
41A)
4302 A Uwharrie-Tatum complex, 8 to 15 percent slopes, eroded 113,37
6B (6C) A Uwharrie-Urban Land comolex, 2 to 8 percent slopes 1,3,37
8A (86,8) A Wehadkee loam, 0 to 2 percent slopes, frequently flooded 78
Cleveland County
SR 1658, Bingham Rd
Map 2 of 6

EROSION AND SEDIMENTATION
CONTROL PLAN
CLEVELAND COUNTY
SR 1658

DATE August 12," 2004
DIVISION OF HIGHWAYS
DEPARTMENT OF TRANSPORTATION
STATE OF NORTH CAROLINA
W.O. # 12C.023055
1
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 14,
1974.
1 .

PROJECT
DESCRIPTION
SR 1658 (Bingham Rd. ) from its intersection with NC 182 to SR 1657. 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.
1

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 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.

1
dAr
17 Y lop
4
FAUSrc"
\ I.
NA
,rv
t
Cleveland County
SR 1658, Bingham Rd.
Map 2 of 6
'O
"J
W
J
J
4
}
H
O
d
?O
. 1
i

ky
IIII
T 0 V
a

a

L
a

Q o ?

0 0

10
r.
Z
CONVENTIONAL SYMBOLS
Reforestatibtl
1 T Silt Ditch ........................... rso
I emporary Silt I'ettce .......... .................
Temporary Slope Drain ...............................•----------
Silt Basin rl?lpe A ........................................ ........
Silt Basin I ape Il ............. .------------------ ....... .......
Rock Silt Check Dam ...............................
Earth Berns .........................•---..... ?.------------•--- ?-. ?- ?---
Temporary Stone Ditch Clteck ..................................
Stilling Basin ....................................................
Filter Berns Bashi ....................................................
I emporary Sediment Trap .............................
Itip Rap Sediment Dam ..........................................
Stolle Silt Screen ...............................................
P;pe Itllet Protection ...
emporary Dtrersiolt
INLL"I' PROT E urION: lr'mn
Type A. Sediment Pit ........................................
With CL-B, and 05 Stone
Tyim B n5 Stolle Ultlr ........................................ Ult-..
1,
1r, L "5 Stolle anti S01 Fence ............
z ,
I -
W W
w
33
2~
H- O
O
3=
x3
Q
? X
. a
m ?
?m
W?
3Z
J W
a
V 0
F (Qj
X
W N
N
O
Z W
am
-j -J
o=
?C0
i
O ?
aZ
m
N W
O
Q
0 0
0-
Co
O m
Q J
J
O m
stn
V
m
a
LL
CC
w
F-
J
LL
W
Cr
3
O
Z

J
J
u
o'
?
LL
mt O
LL W
Cr H
u
W } CL
J Z O
LL a u
_ ~ v
I I?_ " "
°a°a
III o?
- 0
o
i1--- " = O
Z
_I I I
II mm Uu
_
=
" WZ
III CO
I?- L

-------- ---------- '
- z
oo
zZ

xCC
W 3
Q
N O W Z O
LIJ
LL Z
z
Z 3 Z
N
~ 2
O Q W W " ' LL
Q N a M LL

x
LL N J
m¢OW? -J
?
ZD
W
m LLJ
g =2 J(n?? 2 m

a J?
3 =p-j ZJ
N
W a I-
J

W ¢
=cn a
aW= LL
o w
(L CC
QW
cn un ? = O N
E- W (!) w

_j
J
Z 3
Q 0
O} (n

CO

J

- a
Q Q LL 3 a m 0 p w cn
=
N w
Z CL
. w z O J Z
Q W
(1 O
a' Z
W 0 -j Z I- Z F- W F- O
? .. ...- J (D W U W = W O f 7
_
3 CD
3 U m ?-
ate.. cn?WN
-p
--C0
Z LL
O Q- LL Q ..
to O LL O
m
a
z
2
a
Cr
0
w
0
z
a
0
w
U)
w
cc
VI-7 March, 1993

L o
N
I
i - III,.
v,zi NU
3311 1-4
N`
z- . z I
Iii
O
o
b
Q
1SOd T331S .0-.Z
.0-.c --
lmd Qri
i?

?
tr ; ? V S
J

WzNy ~
? ?
? .?
.yT
? ?

iry i
W

u
I
t } O
yy,, .
C3
Z 2 W

C1
=Ic
w?

w
u
W
LL
J
z
J
O
¢
Q cc
?y u
o _
^ r?
CL 'o
O'
w W
H
a
O
Z
Q
V)

1
t
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.
Z t? 1T
tY?tt'?? 1 fL't- t, F ?r.L. }
.. -'.. t ? ? 1' `t' _: '1 ?? .c ;^ ,rya}-? -
27 o Y , . ur March, 190
"?3
C"
I
U
~ W
O 00
J ?
O U =
O
?W ° o
Q W
LL
> O
LL- LL CL
O O 00
w w
W F-
M U
W Q
Z JO
O J r-
F-J2Z
0020ZZ
x(1)000
W H F-
M z m uj (!)
O Z m O O
JUQF-WCr- -
4z-1Z- a W
F-
20• QWm•
O -m UOm
Ur). O -LL .
W O 0 cr
ZmMLLdWO
OWU7 Z(n
ILL) F- QOF-O¢
O OUQZU)u
Z LL--CLO- -

u
? II
z

I
II

?
hh Z
LL J
s
F- U
> ?' U ~
z W-
Z (!) O
?
-
d (17 W
O >

U
II
I
I
C
r
C
C
G
L z
ILI
ILI
O
N ?
>
Z
O
O FQ - I io
Q
>
J
W
?] I 2N ---i
Q. I
II > I I
I I
I I
I 1
I ? I 1
-I
I I - -
I 7
0
J
W
u W m
& 111 F?-~
? J
a I JV)
Q
O
VIII 2
o =
VV U
/ ZO
W Q
0 N
pW
II
I Hi
t1iI
i?
- Q
0
OI^
0"
m
W

w

U
F- Z
___l r-

? ps

z
U Zy_

Q Q.
ZZ_
Z
? . Q

(5
CL
2 s
W

O

Q
0

Q

'
X' 17-0
a w' Cn
I
1
L'? ?I
Z; _ Z.

^ L
I
/I 0
N' !> I
WI
A
E

in
28 March,1992
SILT-BASIN TYPE-B:
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
down 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 OF USE:
• In conjunction with temporary rock silt checks and other devices used in
drainage ditches. -
DESIGN CRTM-RIA:
• Width - variable
• Length - 2 times width
• Depth - 2 ft. minimum storage - 1800 cubic feeUacre (equals L z W z D)

VI-12 March, 1993

U
J
L-,

'IBM .0 •.L
..-i,'

a
?
\ I
? V

Co
'-
< Q
mm
z
Q
J
CL
J '
IIIII ° II!':II
III 1 ? ? '?-_
\\\ I i l l l l
IIIII
_ 111111
II I I'I 1111111.
_ ?, 111111
_ 9 IIIII
IIIII ?
_ ? IIIII
N
IIIII ?
_- ? 11111
I_II I J IIIII
? 11111 .-1111111=
° '- 11111
III_I.I ? IIIII
$ III a IIIII
? i ? 111111
1.11 --
0
Q
u
J
u
C
p N
7.0
V Q
VI N
m
Z
N
z=?
?- 17-
J o o?;
U)
C:.O C
O
Q E- p
Z N
Q
H
N
O
E
V)
VI-13 March, 1993
WBS #'12C.023055
S , Bingham Rd.
0.95 mt., SO el ,
1
i
s a A
12+15
18" RCP
AZZZMI
6+30
18 " RCP
/ ,
2+15
18" RCP
FA
Cr
s
A
A
A
Sheet 1 of 3
LreeL
15+65
60Tt CAP
10+00
5+00
NC 182
z . Sheet 2 of 3
4X9r3' I I j-V 1 30+00
r
29+70
18" Cif r
25+00
V ?- r
r ?
Syo ys ,
20+00
19+50 r
18 CM
15+65
60 i' CM
Creek
+00
Sheet 3 of 3
NCDOT
HAZARDOUS SPILL BASIN CHECKLIST
Division: -1? County: Cleveland project ID: 12C.023055
River Basin: Bro Bridge No: Pipe Replacement
Route: SR 1658, Bingham Road
Buffalo Creek, WS-III waters
Stream: Two unnamed tributaries to
Water uality Criteri a:
Yes No
Stream Crossing Blue Line On USGS r r
ORW r F7
WSI r r
WS II,M OR IV, Crossing Within 0.5mi of W.S. Critical Area r r
Roadway Criteria:
Route Designation-
Additional Site Information:
Arterial Urban
Arterial Rural
Is a Hazardous Spill Basin Required?
Yes No
r pr
r r
Yes No
r r
Criteria Based Upon NCDOT "Best Management Practices for the
Protection of Surface Waters" (March, 1997).