20050650 Ver 1_Complete File_20050418

1

o?OF W ATF9OG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
O ?aw 'C
April 28, 2005
David Sutton
38 Heavens View Road
Waynesville, NC 28786
Subject Property: Winchester Creek Road, Waynesville, NC
UT to Richland Creek
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Sutton:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-0650
Haywood County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 60 feet of streams for the purpose of constructing an access road for a new
subdivision at the subject property, as described within your application dated January 11, 2005 and
received by the N.C. Division of Water Quality (DWQ) on April 18, 2005. After reviewing your
application, we have decided that the impacts are covered by General Water Quality Certification
Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14 when issued
by the US Army Corps of Engineers (USACE). In addition, you should obtain or otherwise comply with
any other required federal, state or local permits before you go ahead with your project including (but not
limited to) Erosion and Sediment Control, and Non-discharge regulations. Also, this approval to
proceed with your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us 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 fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
Stream 60 (feet)
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
None Carolina
Ntirallb

David Sutton
Page 2 of 3
April 28, 2005
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. 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 sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. 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.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
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 six months of the date
that the Division of Land Resources has released the project.
5. 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 the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), 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, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
David Sutton
Page 3 of 3
April 28, 2005
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 Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Kevin Barnett in the DWQ Asheville Regional Office at 828-296-4500.
Sincerely,
AWKIckb/bs
Enclosures: GC 3404
Certificate of Completion
r1imek,
cc: Patrick Bradshaw, Post Office Box 1011, Waynesville, NC 28786
USACE Asheville Regulatory Field Office
DWQ Asheville Regional Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 05-0650 David Sutton (Haywood) 401
050650 Bradshaw P.O Box 1011 -Waynesville, NC 28786 %
BEngineering Phone: [phone] - Fax: [phone]
www.bradshawengineering.com
CIVIL ENGINEERING • LAND PLANNING
To: Division of Water Quality
401 /Wetlands Unit
1650 Mail Service Center
Raleigh, NC, 27699-1650
RE: Submittal for David Sutton ` i
Creek Crossing over UT to Richland Creek
Haywood County, NC
From: Patrick Bradshaw, PE
Date: April 11, 2005
Enclosed please find seven copies of the USCOE Pre-Construction Notification Form and site
plans for the project noted above. Also included is a check in the amount of $200.00.
If you need additional information regarding this matter, please do not hesitate to contact me
at 828-452-4410.
D L9
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Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. 050650
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
!y n r"?
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: 14
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: ?
Il. Applicant Information
Owner/Applicant Information
Name: David Sutton
Mailing Address: 38 Heavens View Road
Waynesville, NC 28786
Telephone Number: 828452-5534 Fax Number: 828-452-3135
E-mail Address:
2. Agent/Consultant 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: Patrick Bradshaw / Bradshaw Engineering„ Inc
Company Affiliation: President
Mailing Address: PO Box 1011
Waynesville. NC 28786
Telephone Number: 828-452-4410 Fax Number: 828456-5455
E-mail Address: patrick(@,bradshawengineerigg.com
Page 5 of 12
M. 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 I1 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: A proposed subdivision for David Sutton
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 7684-72-7484
4. Location
County: Haywood Nearest Town: Waynesville
Subdivision name (include phasellot number):
Directions to site (include road numbers, landmarks, etc.):
US 23/74 from Waynesville to left onto Winchester Creek Road, proceed on Winchester Cr.
And the site is approximately 1000' the left
5. Site coordinates, if available (UTM or Lat/Long): Lat 35-26-54N Long 83-04-9W
(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): 20 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT - Richland Creek
8. River Basin: French 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 property is primarily woodland and the general
land use in the area is single family housing
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Project consists of construction of a new proposed roadway. Equipment should include a
bull-dozer and track hoe (for installation of the culverts) and other typical construction
equipment -
11. Explain the purpose of the proposed work: To" de access to the proposed. property
by means of installing?a new subdivision roadway
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.
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.
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
Page 7 of 12
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:_ Impacts include adding two
proposed culverts of variable size for a total combined length of 60 LF
2. Individually list wetland impacts below:
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***
N/A

* L
'
t h s
m
eac unpact separately and mdentrfy 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 floodplam maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fenia.gov_.
**• List a wetland type that best describes wetland to be impacted (e.g., fi-eshwater/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: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
inear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
ease

1
36" Culvert
30
UT-Richland Cr. -
4-6'
Perennial
2 24" Culvert 30 UT- Richland Cr. 2' Intermittent

Lust each unpact 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 1-800-358-9616, or online at
www.usas.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., %y"'v.topoz.one.com,
",%%,wmapqucst.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 60 LF
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U. S.) below:
Open Water Impact
P?
Site Number
indicate on ma)

Type of Impact* Area of

Impact
(acres)
Name of Waterbod
(if applicable) y
'a'pe of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

' List each impact sepmately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
In order to access the nroverty from the existinit state road, the existimstream must be
crossed. The only reasonable alternative was to construct a bridge, which was cost prohibitive to
the applicant.
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
Page 9 of 12
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/strmp,ide. htmi .
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.
N/A
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 bqp://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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Page 10 of 12
Amount of Coastal wetland mitigation requested (acres): N/A
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 El 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 El
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.

Zone„ Impact
( square feet)
Multiplier Required
Mitigation
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.
Page 11 of 12
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.
XL 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.
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.
XM. 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).

Applicant(4ent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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LINE LOCATION, (TYP.) `~t ~9, ~ g 1 4~ff fE~~:- Fad" 7(~HU
1 EXISTING DITCH - LENGTH = 50' MINIMUM -EXIST. CONTOUR )UR acc~,~,~W ~ o y ~
(WIDTHVARIES) _ _ - f~ - LINES, TYP. 1 0 Q ~o U IE
- z EXISTING ~ f ' (V / ~s~
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1 EXISTING FILTER FABRIC
GROUND UNDER STONE `ti ELEVATION
SECTION _ , EXCAVATE SUMP IN DITCH AS SHOWN ~ ~ +
i TO ACCOMMODATED CHECK TOTAL DISTURBED AREA = 2.30_ ACRES
N.C.D.O.T.CLASS A n
EROSION CONTROL = z
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27 ~ ~ N SCALE: 1" =100' ~ z
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PLAN ROADWAY CONSTRUCTION SE UENCE
~6' (WIDE) x 10' (LENGTH) NOTES_ GENERAL NOTES
x 18" (DEPTH CUT SLOPE 1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND 10. THE CONTRACTOR SHALL VERIFY ALL DIMENSICNS IN THE FIELD BEFORE THIS IS A 20.401 ACRE PROJECT WITH APPROXIMATELY 2.30 ACRES OR LESS
1. A STABILIZED PAD OF CRUSHED STONE SHAH BE LOCATED WHERE TRAFFIC WILL BE 2:1 (H:V), TYP. ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC STREET. NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN THE CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE Fat ALL WILL BE DISTURBED. CONSTRUCTK)N SHOULD BEGIN ON APRIL 2005 AND BE PROJECT TECHNICAL SPEGFlCATIONS DATED APRIL 2005. FIELD DIMENSIONS. IF THE PLANS DIFFER FROM ACTUAL FlELD COMPLETED BY JUNE 2005. THE CONSTRUCTION SEQUENCE SHALL BE
SECTION CONDITIONS, IT IS THE CONTRACTOR'S RESPONSIBILItt TO NOTIFY THE AS FOLLOWS: p
2. STONE TO BE N0.5 FILTER STONE. 2' WIDE NOTES' SHOULDER 18' WIDE, TYP. 2' WIDE SHO DER 2 THE CONTRACTOR SHALL PROVIDE DURING CONSTRUCTION, AND ANY OYYNER AND ENGINEER IMMEDIATELY PRIOR 1b PROCEEDING MATH H
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING - I DER SUBSEQUENT MAINTENANCE, PROPER SIGNS, SIGNAL LIGHTS, FLAGMEN CONSTRUCTION. a ANO OTHER WARNING DEVICES FOR THE PROTECTION OF TRAFFlC IN 1. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS U~U
1. PROVIDE A MINIMUM OF 2 DITCH CHECKS UPSTREAM OF EACH PROP05E0 OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY CULVERT LOCATION: ONE JUST UPSTREAM OFTHE INLET LOCATION REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND CONFORMANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC 11. IT IS THE CONTRACTOR'S RESPONSIBIUtt TO PROTECT PUBLIC AND N w - CONTROL DEVICES FOR STREETS AND HIGHWAYS INCLUDING ANY PRIVATE PROPERTIES THROUGHOUT CONSTRUCTKXiI. ANY DAMAGE TO 2. INSTALL ALL SILT FENCE AND CONSTRUCTKN ENTRANCE AS SHOWN ON THE PLANS. ~
& ANOTHER 25 FT. FURTHER UPSTREAM. PROVIDE ADDITIONAL CHECKS REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. SUBSEQUENT AMENDMENTS OR SUPPLEMENTS. THE CONTRACTOR PUBLIC OR PRIVATE PROPERTIES THAT IS A REST N.T OF SHALL GIVE NOTICE TO THE NCDOT DISTRICT ENGINEER PRIOR TO CONSTRUCTION, SHALL BE PRORiRLI' REPAIREDBY TI4G CONTRliG1CN2 T TYPICAL SECTKNI. INSTALL TEMPORARY DITCH
AS REQUIRED TO PREVENT SEDIMENTATION. 4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST 2 STARTING ANY CONSTRUCTION ACTIVITY WITHIN NCDOT RIGHT-0F-WAY. AT THE CONTRACTOR'S EXPENSE. 3. CUT SLOPES AND GRADE ROAD 0 CHECKS WHERE INDK:ATED. w
2. LOCATE AN D CONSTRUCT CHECKS AS REQUIR ED TO PREVENT PROPERTY BE REMOVED IMMEDIATELY. 2 ~ 1 i 3, CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL SITEWORK 12. THE CONTRACTOR IS TO COORDINATE ALL TIE-IIJ WORK WITH THE o
DAMAGE & SAFETY HAZARDS. 5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING 18"MIN. 1 CONSTRUCTION AND SCHEDULING AS REQUIRED TO PERMIT THE UTILITY OWNER AND THE ENGINEER. ANY gSRUPTION IN THE 4 ALL EROSION CONTROL MEASURES INCLUDING TEMPORARY CONSTRUCTION INSTALLATION OR CONSTRUCTION OF OTHER TRADES IN A LOGICAL SERVICE OF EXISTING UTILITIES 1MLL REQUIRE THE PERMISSKN~I OF ENTRANCE, SEDIMENT BASINS, SILT FENCE AND TEMPORARY DITCH CHECKS
3. CLEAN AND PROPERLY DISPOSE OF ACCUMULATED SEDIMENT AFTER EACH RAIN. REMOVE CHECKS AND RESTORE DITCH AFTER SITE IS STABILIZED. A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA SEQUENCE, (IE: BUILDING CONTRACTORS, ELECTRICAL CONTRACTOR, ETC.). THE UTILITY OWNER. SHALL BE CONSTRUCTED IN ACCORDANCE 1MTH THE NORTH CAROLINA
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. 4. INCREASE DITCH DEPTH & WIDTH AS REQUIRED TO ACCOMMODATE PROPER EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 4. THESE PLANS SHOULD NOT BE USED IN ANY WAY FOR THE 13. ALL CUT AND FILL SLOPES SHALL BE 2 (HORIZONTAL) T01
INSTALLATION OFCHECK. 6. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL 6"ABC STONE SALE OR CONVEYANCE OF LAND ANDIOR RIGHT-0F-WAYS. (VERTICAL) at FLATTER UNLESS OTHERIMSE NOTED. 5. IMMEDIATELY AFTER THE PROPOSED STORM DRAINAGE IS INSTALLED, THE
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL AND MAINTAIN 14. ANY RIGHT-0F-WAYS, EASEMENTS ANO PROPERTY DESCRIPTIONS OR OUTLET PROTECTION DEVICES SHOULD BE INSTALLED AROUND THE END OF
TEMPORARY DITCH CHECK TEMPORARY CONSTRUCTION ENTRANCE DITCHES SHALL BE LINED WITH ADEQUATE EROSION CONTROL DEVICES (SILT FENCE, SEDIMENT TRAPS AND ACQUISITIONS WHICH MAY BE REQUIRED FOR THIS PROJECT ARE TO THE PIPES.
NORTH AMERICAN GREEN C125 NOT TO SCALE NOT TO Ex:AI E BASINS, DITCH CHECKS, INLET PROTECTION, CONSTRUCTION ENTRANCES ETC.) BE PROVIDED BY OTHERS. AS REQUIRED TO PREVENT ANY OFFSITE SEDIMENTATION, SILTATION OF CREEKS 15 IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE AND 6. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN EROSION CONTROL DEVICES AS
OR TRACKING OF MUD OR DEBRIS ONTO PUBLIC ROADS. ALL EROSION CONTROL COORDINATE ALL SITE VISITS BY THE ENGINEER. THE CONTRACTOR NEEDED OR AS REQUIRED BY THE ENGINEER OR INSPECTOR THROUGHOUT THE W MEASURES SHALL BE IN ACCORDANCE WITH THE NC SEDIMENTATION CONTROL SHALL NOTIFY THE ENGINEER AT LEAST THREE DAYS IN ADVANCE OF COURSE OF THE PROJECT. J ~ ~ ~
TYPICAL ROADWAY SECTION COMMISSION, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, UTILITY INSTALLATION. IT IS THE CONTRACTOR'S RESPONSI&LItt TO U O m Q O UJ O
NOT 10 SCALF AND THE APPROVED DESIGN PLANS AND SPECIFlCATIONS. KEEP OPEN UTILITY TRENCHES SAFE AND SECURE. NO TRENCHES 7 STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADES IN ACCORDANCE U O O N ~ Q SHALL BE LEFT OPEN WHEN WORK CREWS ARE NOT ON SITE. WITH SEEDING AND PLANTING SPECIFICATIONS FOR THE PROJECT. ~ W H = L O
6. IT IS THE CONTRACTGR'S RESPONSIBILITY TO LOCATE All UTILITIES ONCE THE ENGINEER'S SITE VISIT HAS BEEN CONDUCTED, IT IS THE Z II ~ W V W ~
NOTE: PROPOSED ROADWAY SHALL BE CONSTRUCTED IN ACCORDANCE PRIOR TO CONSTRUCTION AND TO NOTE ANY CONFLICTS. THE LOCATION CONTRACTOR'S RESPONSIBILITY TO PROPERLY BACKFILL THE OPEN 8 THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL ~ -f ~ J ' a -Ln OF SOME UTILITIES SHOWN ON THE PLANS HAVE BEEN APPROXIMATED. TRENCHES ON THE SAME WORKING DAY. EROSION CONTROL DEVICES AND STRUCTURES TO MINIMQE EROSK)N. q O ~ Q LL. O
WITH THE HAYWOOD COUNTY SUBDIVISION ORDINANCE ROADWAY ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS AND IT LL IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION 16. THE EXISTING PROPERTY LINES, LOCATK)N AND TOPOGRAPHK: O 0_
A STANDARDS. TEMPORARY SILT ~ I ~ 9. ADDITIONAL EROSION CONTROL MEASURES MAY BE NEEDED AS SITE CONDITK)NS PRIOR TO CONSTRUCTION. ANY DAMAGE TO UTILITIES INCURRED DURING INFORMATK)N WERE PREPARED BY L. KEVIN ENSLEY, PLS t 2905, WARRANTOR AS PER THE EROSION CONTROL INSPECTOR.
OR RFSUI TING FROM CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY WAYNESVILLE, NORTH CAROLINA, AND DOES NOT REPRESENT
DIVERSION DITCH OF THE CONTRACTOR AND IS TO BE REPAIRED AT TI# CONTR4CTOR'S THE WORK OF BRADSHAW ENGINEERING, INC.
SEE PLAN EXPENSE. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT 10. TEMPORARILY SEED, MULCH d STABILIZE DENUDED AREAS THAT WILL NOT BE LEAST 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN. 17. ALL DEBRIS, STRUCTURES AND UTILITIES TO BE DEMOLISHED AND BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 15 CALENDAR DAYS.
ADDITIONALLY, THE CGNTRACTOR SHALL NOTIFY NC ONE CALL AT REMOVED FROM THE PROJECT SITE ARE NOT SHOy1M ON THIS PLAN.
WEIR LENGTH _ 1aS00ai32-0949, 48 HOURS BEFORE CONSTRUCTION BEGINS. ANY ADDITIONAL DEBRIS, STRUCTURES ANO UTILITIES ENCOLNdTERED DURING CONSTRUCTION, WHICH IN THE OPINION OF THE ENGINEER 11.ONCETHE SITE HAS BEEN STABILIZED AND APPROVED BY THE INSPECTOR,THE
ro 2 SEE TABLE DISTURBED AREA 25' UNDISTURBE 7. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN SHOULD BE DEMOLISHED AND REMOVED, SHALL BE gSPOSEDOF TEMPORARY EROSION CONTROL MEASURES MAY BE REMOVED. 25' UNDISTURBED BUFFER CREEK OFF-SITE AT THE CONTRACTORS EXPENSE. INACCORCVINCEWITH
F 2 _ ..F-.._._ _ ADEQUATE JOB SAFETY AND SECURITY THROl1GH0UTTHE DURATION OF PROJECT CONSTRUCTION. APPLICABLE LOCAL, STATE d FEDERAL REGULATIONS. CONTRACTOR 12 SLOPES THAT HAVE PROBLEMS ESTABLISHING A VEGETATIVE COVER WILL
z ~t - 18"MIN. ~ f- IS RESPONSIBLE FOR OBTAINING ANY REWIRED PERMITS. REOUIRE'JUTE MATTING" OR ANOTHER EQUIVALENT MATERIAL TO AID IN 8. ALL PROPOSED FlNISH ELEVATIONS ARE THE FINAL ELEVATIONS THE ESTABLISHMENT OF A FULL COVER ON ALL SLOPES.
~ STEEL OR WOOD POST STEEL OR WOOD POST MAX. SIDE ~ ~ INDICATED FOR ASPHALT, CONCRETE OR GRWND, SEE APPROPRIATE 18 IT IS RECOMMENDED THAT THE 01MJER OBTAIN A SOIL SAMPLE TFIE AREA
- NADTIi _ ~ SLOPE _ COMPACTED i~ WIRE FABRIC WIRE FABRIC DETAILS TO DETERMINE SUBGRADE ELEVATIONS. TO BE DISTURBED AhD HAVE THE SAMPLE EVALUATED PRIOR TO SEEgNG IN ORDER TO PROVIDE MORE DIRECTION IN LIME Af:D FERTILIZE APPLICATION ~ ~
2:1, TYP. EARTH ~ BERM, TYP. ~ FILTER FABRIC FILTER FABRIC ~ 9. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, RATES.
PROPERTY LINES AND BUILDING LINES UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE HORIZONTAL UNLESS OTHERWISE NOTED. 19. CONTOURS ARE TAKEN FROM THE'HAZELWOOD" U.S G.S. MAP ~ p t
S~OpE -
-I- I U t F~LV 0 0 - - I_U U2 tr i F Z m O 2D. THE OWNER IS ADVISED TOOBTAIN A SITE SPECIFIC SOILS REPORT TO INSURE ~ ~ THE OVERALL SIOL STABILITY OF THE SUBJECT SITE. TFNS REPORT SHOULD BE LL
UNDISTURBED ~ in m ~ ~ m m 0 Q 00 PREPARED BY A REGISTERED GEOTECHNICAL ENGINEER. r Q Q a TOP OF CREEK
GROUND LINE FILTER FABRIC, LL ~ ~ ~ FVO~ / EXISTING Q 3 ~ ~~-1- TYPICAL / GROUND a ~ b ~i ~ ~ LINE c~ b BANK W
/ CLASS B STONE q'-0"MIN. N ~ t r"\ SPILLWAY APRON N V 1 PERMANENT SEEDING SCHEDULE MIXTURE #1M
~ ,'4~ m Q
% SECTION B-B - - ExISrING+ EXISTING GROUND Seedin Mixture TEMPORARY SEEDING-LATE WINTER/EARLY SPRING Q.
LINE ~ _ ANCHOR FABRIC ANCHOR FABRIC . q° LINE g species Rate pbraae) Seeding Mixture Soil amendments W
NOTES: A5 SHOWN AS SHOWN S ies Rate Iblaao Follow recommendationsolsoillestsorapply2,000lblacregroundagricuttural M Q Tall fescue 100 ~ ( ) li
COMPACTED EARTH BERM STONE OUTLET t. THIS SEDIMENT BASIN IS TO BE USED WITH DRAINAGE AREAS NOT EXCEEDING 50 ACRES, Sericea lespedeza 20 limestone and 750 Iblaao 10.10.10 fedikzor ii Q
- TYPICAL SILT FENCE SECTION TYPICAL SILT FENCE SECTION AT BUI SPILLWAY - iECTION AT BUFFER LOCATION Korean lespedeza 10 Rye (grain) 120 - Redtop 5 Annual lespedeza (Kobe in Piedmont MUICh LL
STONE SPILLWAY 2. REQUIRED SEDIMENT BASIN VOLUME =1800 CUBIC FEET PER DISTURBED ACRE. APRON - - ~ Kentucky bluegrass 5 and Coastal Plain, Korean in Mountains) APPIY q,0pp IWarae draw. Andxn straw by tar*i~ wih asphaN, netting a e nual I deza when duration f tam er 5 not to muldr anr;Mxing tall A dish wtlh Wxdes sal rffrarly slmight can be used as
A 3 MINIMU~A SEDIMENT BASIN LENGTH (FT.) = 2 z BASIN VNDTH. ~ BASIN LENGTH R WIDTH MEASURED AT CREST aF SPILLWAY. VARIABLE AS DIRECTED BY THE ENGINEER (6' MAx.) Seeding note Omlt an espe o porary cov a mubh arrr;Mwing hart. After Aug.1, use unsrarified seed for sericea lespedeza. extend beyond Juno.
PLAN VIEW TOP AND ~ - - _ Nurse plants Seedin dates Maintenance
BOTTOM -STAY WIRES, ANCHOR WIRE FABRIC TO - STRAND 12"SPACING WOOD POST WITH MIN. 4 - Between May 1 and Aug. 15 add 10 Iblacre German millet or 15 Ib/acre g Referfil¢e if growth is not fully adequate. Reseed, refedilize and mulch im- Sutlangrass. Prbr to May 1 or after Aug. 15, add 40 Iblacre rye (grain). It Mountains -Above 2500 fl: Feb.lSavlay 15
SILT DIVERSION DITCH SURFACE AREA CARRY CLASS B CONSTRUCT BASIN OUTLET SPILLWAY MIN. 10 MIN.14 GA. FENCING STAPLES PER POST Below 2500 fl Feb. 1 avlay 1 mediateYy lolbwing erosion or other damage. may be beneficial to pbnt the grasses in late summer and overseetl the piedmont - Jan. 1 achy 1
SEE PLAN REQUIRED- STONE UP SIDES ~ 6' MIN. yylT}{ d = 9" STONE, MINIMUM ~ GA., TYP. ~ SEE TABLE OF SPILLWAY lespedezas in Mamh. Coastal Plain - Dec.1-Apr. 15
- `-EXTEND STONE APRON SE TOP OF EARTH BERM ELEV _ - - sECURELY Seeding dates
_ - - - UP DISCHARGE CHANNEL rn ~ _ _ - a SIDE SLOPES ~ N W AN - - FA ANCHOR Besl Possible
FLOW ~ SPILLWAY ELEV. ~ ~ ~ _ 1 2 0 ~ CLASS B STONE APRON W ~ ~ - - - ~ - WI - FABRIC TO Bebw2500fl: Aug. 15-Sept.1 July25Sep1.15 TEMPORARY SEEDING SCHEDULE -SUMMER J WIRE WITH Mar. 1-Apr.1 Mar.1-May 10
DEPTH, SEE TABLE t f MIN. THICK. = 1.5 MAX. J _ - _ _ W) _ _ _ WIRE TIES - Above 2500 it: July 25-Aug. 15 JutylSAug.30 Seeding mixture Soilamendments
STONE DIAMETER - Species Rate ~b/aau) Fobw recorrrrnerrdatbns of soil tests a apply 2,000 Iblacre ground
3:1 EXCAVATED SIDE -lf- - 3f- Mar. 20-A r. 20 Mar. Savtay 15 agricuNural Inrestone and 1501h1aae 10.10.101eANizer. P German miNel 40
SLOPE, MAXIMUM ~ 1 1 Complete seeding earlier in the fall, and clad later in spdng on north and In the Piedmont and Mounlakrs, a snwM-stemmed Sudergrass may be MUICh l,l Z
o ~ ~ SEE TABLE FOR SEDIMENT ~ -X- ~ - ~ ~ east facing slopes. substituted at a mte d 50 N>leae. Apply 4,000 Iblacre straw. Anchor straw by tedrrng wih a b w rn netting or a mulch anchoring tool. A disk with blades sal nea
sTORAGE vauME REOro ~ ~ o o MAX. WIRE J -FILTER FABRIC To BE o / / / m FABRIC MESH POLYPROPYLENE NYLON, BASIN BOTTOM KEY 2' MADE x 2' DEEP / ~ a OPENING SIZE POLYESTER OR POLY- N J, iv F O slra hl can be used as en anchorin tod. S a Soil amendments ~ g APR 1
MAX. SEDIMENT COLLECTION ' ~ I ' u = 36 SO. IN. ETHYLENE YARN OF Apply lime and ferfil¢er aceording to soil tests, or apply 4,000 Iblacre ground Seeding dates r r/ Q U. agocuttural limestone and 1,000 Iblacre 5-10-10 feddizec Mountains-May 15-Aug. 15
LEVELLLEAN BASIN WHEN -N.GD.O.T. N0.57 HIGH STRENGTH EXISTING GROUND MANUFACTURER TO BE THIS LEVEL IS REACHED / WASHED STONE ON FILTER FABRIC, LINE Piedmont-May1-Aug. 15 Maintenance t~NR-WATER QUALITY ~ J ~ Coastal Plain -Apr. 15-Aug. 15 Referlilize if growth rs not fully adequate. Reseed, fertilize a ~ $Tf~tMtNATER Z
UPSTREAM FACE TYPICAL ELEVATION_ APPROVED BY ENGINEER Jj, MIN. i2" THICK NOTES_ MUICh immediately folbwing erosion or other damage.
112 DEPTH - Apply 4,000-5,000 Iblacre grain share or equivalent cover of another suBable VD mubhing material. Anchor mubh by tacking wtth asphalt, roving or netting. ~
VARIES WITH VARIES WITH DEPTH OF BASIN t0'-0"MIN. 1. THE CONTRACTOR SHALL MAINTAIN ALL SILT FENCING BY REMOVING AND - ~ - - r - DISPOSING OF SILT ACCUMULATIONS AS DIRECTED BY THE ENGINEER. Netting is the preferred anchoring method on steep sopes. N TEMPORARY SEEDING SCHEDULE -FALL
BASINVauME FILTER FABRIC SHALL BE REPLACED WHEN IT HAS DETERIORATEDTO SUCH SUCH Maintenance
SECTION A-A EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE SILT FENCE. Maw nu more than once a year. Refedil¢e in the second year unless growth Seeding mixture Mulch ed fertilize and mulch dams ed areas immediate S ies Rate Iblacre) Apply 4,000 Iblacre straw. Anchor straw by lacking wAh asphalt, isiullyadequate. Rase g ty pec
2. FILTER FABRIC SHALL HAVE A MINIMUM TENSILE STRENGTH 20% MAX. _ ELONGATION) OF 301bs/LIN. IN., WIRE FABRIC REQUIRED. netting or a mulch anchoring tool. A disk with blades xl nearly
- _ - WEIR Rye (grain) 120 sbaght can M' used as a mubh anchoring Icml.
BASIN # LENGTH WIDTH DEPTH VOLUME 3. IF EXTRA STRENGTH FABRIC IS UTILIZED (MIN. TENSILE STRENGTH = - - - LENGTH - - _ 501bs1LIN. IN. ~ MAX. 20% ELONGATIONI, VNRE FABRIC IS REQUIRED, Seeding dates
- - t 50 FT. 25 FT. t4 FT 1,009 CU. FT 6 FT. MAXIMUM POST SPACING = 6 FEET. Mountains -Aug. 15-Dec. 15 Maintenance Coastal Plain and Piedmont -Aug. 15-Dec. 30 Repair and reterlil¢e damaged areas immediately_ Topdress with
SO Iblacre of nltrogen in March II fl is necessary to extend Soil amendments temporary cover beyond June 15, overseed with SO Iblacre Kobe
NOTE: LENGTH AND WIDTH ARE GIVEN AT THE SPILLWAY ELEVATION 4. POSTS SHALL BE 4" DIA. PINE, 2" DIA. OAK OR 1-331bILF STEEL UNLESS OTHERWISE APPROVED BY ENGINEER. ;4~~,v mil tests or appy 2,000Itdacre ground agrk:uMwal krrw- (Piedrnrnt and G:asia! P4am or Korean (Mountains) lespedeza in
stone and 1,000 Iblacre 10-10-101ediFzer. late February a eady March.
TEMPORARY SEDIMENT TRAP WITH ROCK DAM TEMPORARY SILT FENCE
NOT TO SCALE Nor ro Scu.E
OF 1 SHEETS