20011673 Ver 1_Complete File_20011115

\O?O WA ] F Michael F. Easley, Governor
9QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
co r Gregory J. Thorpe, Ph.D.
> y Acting Director
.? Division of Water Quality
November 26, 2001
Ashe County
DWQ Project No. 011673
SR 1327 (Greer Town Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Heath Slaughter. Division Environmental Officer
NCDOT Division 11
P.O. Box 250
North Wilkesboro. NC 28659
Dear Mr. Slaughter:
You have our approval, in accordance •I.-ith the attached conditions and those listed belo%v, to impact
386 linear feet of unnamed tributaries to Middle Fork Little Horse Creek in order to upgrade SR 1327
(Greer Town Road) in Ashe County. The project must be constructed ir. 2ccordance with v0ur
application dated 9 November 2001 (received 15 November 2001). After re?:z» ing your application.
we have decided that this fill is co-.e.-.-d b\ General Water Quality Ce.; ification No. 3259.
corresponding to the U.S. Army Corps of Engineers Nationwide Perrut Nurn er 14. Ln addition. Feu
must acquire any other federal. state or Iccal permits before you pro:eed %v t<, ,,our prof ct includinz
(but not limited to) Sediment and Ero=ion Control. Non-Discharge and NVI--er Supply Watershed
regulations. This approval -will expire w;th the accompanying 404 permit ur_ie:ss othe-u:se speciti-s
in the Water Quality Certification.
This approval is valid solely for the puro-i-c and design described in .our apphc :tion (t nless
modified below). Should your project c:.:_rtge. yu-i must notify the DWQ in Y r ing and submit a ne
application. If the property is sold. the rr:: ov,-ner must be given a ccpy of this Certifica cn and
approval letter, and is thereby responsib',= for complying o ith all the conditio-?-:. If total wetland tiirs
for this project (now or in the f•,nure) exc. one acre, or of total imp-acts to st-aams (ncFu- `r in the
future) exceed 150 linear feet. compensa':_TN• mitigation may be requi:zd as &ic:-ibed ir. 15A NCAC
2H .0506 (h) (6) and (7). For this appru• cl to be valid, your must follow the ccnz-itions 'ix -d in the
attached certification and any additioncz! conditions listed below.
1. In-stream work and land disturbance 'xithin the 25-foot %,-ide buffer zone 2' prohibiir? during the
trout spawning season of October 1_ through April I5. or as otherwise dt: ermined by the North
Carolina 1Vildlife Resources Commission. to protect the egg and fry stages c-f trout him
sedimentation during constriction.
2_ Storm-water must be directed to buffet areas cT retention basins and must rut be rourr-5 directly
into streams. Mowing of existing vegetated buffers is strongly discouragrL so that 31-y may be
utilized for storm water sheet flow.
3. Sediment and erosion control measures shall adhere to the design standan:s for Sens i-ie
watersheds [ 15A NCAC 4B .00241-
4. Temporary or permanent heTbaceous vegeiatiin must be planted en all ba:z? soil with:'. 15 days of
ground-disturbing activities to provide long term erosion contrcl-
5. All structures required for this project shall t-_ installed in such a manner that the crt ?inal stream
profiles are not altered (i.e. the depi:h of th? channel must n<-A to reduce:i by a warning of t_
ttreambed). F-0sting trim dimt_ -_-ions (-;.•idths anct d nthsj ire to re ?--laintai_rw' above ar%1
North Carolina Divis:cn Cf'Nas,r- G? t; =%,1 Weta-r> Unit,
1 X50 Mail serum- C;--.ter. t ,11? 2- ,=5-1550 !%r--iing a. a9 =ss)
2221 Crabtree E`er' . Rale•.r I.C 27,1;=2<cA ILcc r.c l
91. 7?,31786 rfr?fF;.. .__: ,. -T ,r scet?..ri. ?s;ncu1?rr_s
below locations of culvert extensions to provide sediment transport and passage of aquatic life.
Culverts shall be buried one foot into the substrate. Any existing pipes that are perched, shall be
removed and installed to provide passage of aquatic life. Where disturbed, natural floodplain
benching shall be restored, including the portion in front and below culvert wingwalls so that base
flow is directed through the culvert.
6. All work shall be performed during low floe., conditions.
7. Disturbance of the stream channel must be limited to only what is necessary to perform the
culvert installation. Heavy equipment must be operates from the banks rather than in the stream
channel in order to minimize sedimentation and reduc. the likelihood of introducing other
pollutants into the stream.
Upon completion of the project, the NCDOT shall comple:2 and return the enclosed
"Certificate of Completion" form to notify NCDN'c'Q whew all work included in the §401
Certification has been completed. The responsiUe party ?i.all complete the attached form
and return it to the 40UR'etlands Unit of the NC Division c:' Water Quality upon
completion of the project.
If you do not accept any of the conditions of this, cemlfica?jcn. you may ask for an adjudicatory
hearing. You must act within 60 days of the dare that yc,(_ ;-tceive this letter. To ask for a hearing.
send a written petition which conforms to Chapce•r 150B cif :he North Carolina General Statutes to the
Office of Administrative Hearings, 671-c. Mail S--r,-ice Ce-n-,_r, Ralei_. - N.C. 27699-6714. This
certification and its conditions are final and bindinz unlc_z -.ou ask fc1 a hearinz.
This letter completes the revie?N- of the Division ;of Water, 'Q ality un ier Section 2.01 of the Clean
Water Act. If you have any questions. please teit--phone Viii. Cynthia Van Der Wiele at 919.733.5715
or Ms. Jennifer Fne of the Winston-Sa em Regic,)nal Off,-t:--. -it 336.7:_4600.
Sincerei A .
cegor, j. Thorpe. P'h-D.
? ?'?tin? L?ir_;aor
,v
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers A1&ville Feld Office
NCDWQ Winston-Salean Regional OffcY
Central Files
File Copy
?RATty?
ISSUE
FILE COPY
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT
GOVERNOR PHONE: [phone] SECRETARY
November 9, 2001
Mrs. Jean Manuele
011673
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Subject: Nationwide Permit #14
SR 1327 (Greer Town Road)
Ashe County, North Carolina
Project Number: 6.712076T
Dear Mrs. Manuele:
The NC Department of Transportation is scheduled to grade, drain, base, and pave primarily
along the existing roadway of SR 1327 (Greer Town Road) in Ashe County. Total project length
is approximately 1.8 miles. This project will require the replacement of twelve (12) jurisdictional
cross lines as shown below:
1) Replace existing 47' x 24" CMP at station 7+14 with a 90' x 36" CSP.
2) Replace existing 44' x 18" CMP at station 19+85 with a 70' x 24" CSP.
3) Replace existing 31' x 24" CMP at station 32+20 with a 55' x 36" CSP.
4) Replace existing 27' x 24" CMP at station 34+51 with a 90' x 36" CSP.
5) Replace existing 45' x 24" CMP at station 46+29 with a 65' x 36" CSP.
6) Replace existing 46' x 24" CMP at station 48+35 with a 60' x 24" CSP.
7) Replace existing 67' x 24" CMP at station 54+15 with a 115' x 36" CSP.
8) Replace existing 70' x 18" CMP at station 64+77 with a 60' x 18" CSP.
9) Replace existing 34' x 18" CMP at station 65+00 with a 45' x 18" CSP.
10) Replace existing 98' x 24" CMP at station 80+83 with a 100' x 36" CSP.
11) Replace existing 55' x 30" CMP at station 86+84 with a 90' x 36" CSP.
12) Replace existing 50' x 18" CMP at station 90+00 with a 60' x 24" CSP.
Miscellaneous rip-rap impacts will total 100 linear feet or less. New stream impacts = 386 In. feet.
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] If FAx [phone] elf ???f n
Mrs. Jean Manuele
SR 1327 (Greer Town Road)
Page 2
November 9, 2001
Please note that although there are twelve (12) jurisdictional cross lines that will be replaced, most
of these crossing appear to carry water emanating from seeps upslope of the roadway. Water
flow is light and shallow through most of the pipes. As a result, it appears that the pipes at
stations 80+83 and 86+84 are the only crossings with potential fish habitat. The remaining
jurisdictional areas appear to support insects and small invertebrates only.
Construction of this project will necessitate impacts to waters of the United States in the New
River Basin. All of the above noted jurisdictional cross lines carry different unnamed tributaries
to the Middle Fork of Little Horse Creek (Class: C, Trout +). The Division 11 Environmental
Officer reviewed this project for the presence of threatened and endangered species on November
8, 2001. The subject project has been determined to have no effect on any listed threatened or
endangered plant or animal species. According to the NCDOT web site, the NCDOT Historical
Architecture Section has reviewed this project and determined that there are no NR/SL/DOE
properties along this roadway that will be impacted by the proposed project (see attachment).
Since this is an existing roadway, the minor modifications proposed in this application should not
remove or degrade existing water quality uses. Any widening of the existing roadway will be
directed away from any adjacent creek whenever possible with minimum fill placed in any buffer
area. Pipe sizes used will be the minimum necessary to create a safe roadway. By utilizing the
erosion control measures outlined in the attachments to this application, downstream water
quality standards will be protected.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map and photographs.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me. A trout buffer variance will be requested
for roadway work from stations 82+00 - 88+00. Since the existing roadway lies within the 25
foot buffer zone in this area, the road will be shifted 4 feet away from the stream in order to avoid
and minimize our impacts in the buffer zone. Temporary silt fence and an earth berm will be
installed and maintained during construction.
By copy of this letter, I am forwarding seven (7) copies of this application package to Cynthia
Van Der Wiele, NCDENR, Division of Water Quality, 401/Wetland Unit, for her review. A
$475.00 check is enclosed for the 401 certification processing fee. It is requested that any
comments related to the 401 certification be forwarded directly to the Corps with a copy sent to
me.
Mrs. Jean Manuele
SR 1327 (Greer Town Road)
Page 3
November 9, 2001
We would like to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be greatly appreciated.
Sincerely,
AZI/Z 4&0'?If4
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Jean Manuele, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
Cynthia Van Der Wiele, Division of Water Quality (7 copies)
Matt Gantt, PE, NCDENR, Land Quality
R. C. McCann, PE, Division Engineer
Doug Tetzlaff, District Engineer
Doug Eller, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Office Use Only: Form Version April 2001
011673
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NW #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 (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P. O. Box 250, North Wilkesboro NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslaughter@_dot.state.nc.us
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: Heath Slaughter Division Environmental Officer
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P. O. Box 250, North Wilkesboro NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslaughter dot state nc us
Page 3 of 12

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: SR 1327, Greer Town Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): 6.712076T
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Ashe Nearest Town: Lansing
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Lansing, travel west on SR
1324 Turn left onto SR 1328 Turn right onto SR 1327.
5. Site coordinates, if available (UTM or Lat/Long): UTM: 17 442382E 4043964N
(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. Describe the existing land use or condition of the site at the time of this application:
Residential/Farm
7. Property size (acres): Approximately 10.7 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): UTs of the Middle Fork of Little
Horse Creek (Class: C Trout +)
9. River Basin: New
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Grade, drain, base and pave SR 1327.
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe, dump
trucks and motor grader.
12. Describe the land use in the vicinity of this project: Residential/Farm
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.
N/A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
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.
Page 5 of 12

1. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet
N/A
* 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://-,vww.fema.Ezov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0 acres
Total area of wetland impact proposed: 0 acres
2 Stream Impacts including all intermittent and erennial streams
Stream Impact Length of Average
Width of Perennial or
Site Number Type of Impact* Impact Stream Name** Stream Before Intermittent?
(indicate on map) (linear feet) Impact (please specify)
Station No. 7+14 Pipe replacement 43 feet UT 41 of Middle Fork
Little Horse Creek 1 foot Perennial
Station No. 19+85 Pipe replacement 26 feet UT #2 of Middle Fork
Little Horse Creek 1 foot Perennial
Station No. 32+20 Pipe replacement 24 feet UT #3 of Middle Fork
Little Horse Creek 1 foot Perennial
Station No. 34+51 Pipe replacement 63 feet UT #4 of Middle Fork
Little Horse Creek 1 foot Perennial
Station No. 46+29 Pipe replacement 20 feet UT #5 of Middle Fork
Little Horse Creek I foot Perennial
Station No. 48+35 Pipe replacement 14 feet UT #6 of Middle Fork
Little Horse Creek 1 foot Perennial
Station No. 54+15 Pipe replacement 48 feet UT #7 of Middle For
Little Horse Creek 2 feet Perennial
Station No. 64+77 Pipe replacement - 10 feet UT 48 of Middle Fork
Little Horse Creek 1 foot Perennial
Station No. 65+00 Pipe replacement I 1 feet UT 49 of Middle Fork
Little Horse Creek 1 foot Perennial
Station No. 80+83 Pipe replacement 2 feet UT #10 of Middle Fork
Little Horse Creek 2 feet Perennial
Station No. 86+84 Pipe replacement 35 feet UT #I I of Middle Fork
Little Horse Creek 2 feet Perennial
Station No. 90+00 Pipe replacement 10 feet UT #12 of Middle Fork
Little Horse Creek 1 foot Intermittent
Miscellaneous 100 ft.
rip-rap (5 - 10 ft. UTs of Middle Fork 1-2 feet Perennial/
All of the above placement for per Little Horse Creek Intermittent
stabilization crossing)
* List each impact separately and identity temporary impacts. impacts incnrae, our are not nrmteu to. curvens Lulu jwauZ,wcu II rlap,
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.
Page 6 of 12
** 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
wivw.u-as.r!ov. Several Internet sites also allow direct download and printing of USGS maps (e.g., ww'v.tonozone.com,
Nvww.m3l20est.c0m, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 3861n. ft. of new impacts.
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact Area of Name Waterbody Type of Waterbody
Site Number Type of Impact* Impact )
(if applicable) (lake, pond, estuary, sound,
indicate on ma acres bay, ocean, etc.
N/A

s List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The existing roadway must be widened to achieve an acceptable section width, thus increasing
public safety. The existing pipes must be replaced for the same reason. By utilizing
the erosion control measures as shown in the attached drawings, adverse impacts to streams in
the area will be minimized. Since this is an existing roadway, the stream impacts cannot be
avoided However, the replacement pipe lengths will be the minimum needed to construct the
widened roadway. The road will be shifted 4 feet to the left from stations 82+00 - 88+00 to
minimize impacts to the buffer zone of a stream running parallel with the existing roadwa .
Page 7 of 12

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/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 (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
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://12o.enr.st.itc,nc.uVN,,-m/indcx.litm. 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
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Page 9 of 12
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
s Zone 1 extends out 3U feet perpendicular from near bank of channel; Gone 1 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.
XI. Stormwater (DWQ Only)
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.
All appropriate best management practices for sediment and erosion control will be
implemented during construction
XII. Sewage Disposal (DWQ Only)
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.
N/A
XM. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12
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).
Agent's Signatu(/ Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret' Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
'Croatan National Forest Only
Page 11 of 12
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EROSION CONTROL SCHEDULE
(1) All adequate temporary erosion control measures will be installed before
clearing and grubbing operations begin.
(2) As construction progresses, temporary and permanent erosion control
devices shall be installed in a timely matter, according to any special permit
requirements and or requirements set out in G. S. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Pursuant to G.S.113A-57 (3) provisions for a ground cover
sufficient to restrain erosion must be accomplished within 15
working days or 30 calendar days following completion of
construction or development, whichever period is shorter, except
as provided in 15A NCAC 413.0024 (e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Pursuant to G. S. 113A-57 (3) provisions for a ground cover
sufficient to restrain erosion must be provided for any portion of a
land-disturbing activity in a HQW zone within 15 working days or 30
calendar days following completion of construction or
development, whichever period is shorter.
(3) All siltation and erosion control devices shall be properly maintained until no
longer needed.
(4) On projects performed by D.O.T. Maintenance Forces, request will promptly
be made to the Division Roadside Environmental Unit for stage and
permanent seeding.
(5) Any removal of siltation devices will be based on the condition of established
ground cover of that area the device is serving.
CONSTRUCTION SEQUENCE FOR INSTALLING ROADWAY CULVERTS
1 - Clear only enough area and install the downstream measures such as silt check dams,
silt screens, and basins as noted on plans.
2 - Excavate the 2' base tail ditch.
3 - Excavate and install the roadway culvert.
4 - Install sediment control measures at inlet as noted on plans.
5 - Install additional pipe outlet protection and inlet protection as noted.
ti
D E71 AI
ONS
CTFICA T
SPE
Std. - Descriot?on S=bol-
I oj-.Gl Temporary Siit f=ence ?? ??
1 3°•o' Temporary Silt Ditch 75.0
16.3°•0,5 Temporary Diversion T
= 1,322.01 Temporary Slope Drain '-
1530.01 Si1L B2Sin Type-A
:,1.630.02 Silt Basin Type-B
1533.01' Temporary Rock Sit t' Check Type-A
1633.02 Temporary Rock Sii t Check T ype-a -
1634.01 Temporary Rock Sediment Dam Type-A -- M
1634.02 Temporary Rock Sediment Dam Type-H
1635.01 Pock Pipe Inlet Sediment T r2D T ype-.,A-,

1035.02.
Rock Pipe Inlet SedimenL.Tr2p Type-B v g
1636.01 Rock Silt Screen m,
10'30.04 Stilling Basin
Rock Inlet Sediment Trap:
OR
1532.01 T Y?P-
.
B al g -- OR B
1632.02 Type-E
1532.03 Type-C C i f-- OR -- Cj
.,aa.oe Pic) ?Fi= Eked D!'Ch.. ........ ... . . . . . . . . . ?---??
C 2 C =_...- -_ { :. _ c, C S I l O V 1^ u r, I:° C C iI vtirtirwv? 1vUz' -

aj0.01 _, _l 1000! can . ........ . . ..
sma l 1 o r .r" nch . . . . . . . . . . . . . . . . . . . . ?---
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SECTION 1042
RIP RAP 11VIATER.IALS
1042-1 PLAIN RIP RAI).
Slone for I)lain rip rau shall consist of field stone or rough unlle .,n quarry
stone. The stone shall be sound, tour h, dense, resistant to the action of air
and water, and suitable in all other resi)ects for the purpose intended.
Where broken concrete from demolished structures or pavement is avail-
able, it may be used in place of stone provided that such use meets with the
approval of the Engineer., However, the use of broken concrete which
contains reinforcing steel will not be permitted.
The stone or broken concrete shall be graded to meet the following
requirements:
1. For Class 1 Rip Rap. Stone shall vary in weight from 5 to 200 pounds.
At least 30 percent of the. total weight of the rip rap shall be in
individual nieces weighing a rnininium of 60 pounds each. Not more
than 10 percent of the total weight of the rip rap may be in individual
pieces weighing less than 15 pounds each.
`?.'For Class 2 Rip Rap. Stone shall vary in weight from 25 to 250
pounds. At least 60 uercent of the total weight of the rip rap shall be in
individual I)ieces weighing a minimum of 100 poun "s each. Not more
than 5 t)ercent of the total weight of the rii) ran may be in individual
pieces weighing less than 50 pounds each.
.??1
r
HIGH QUALITY WATERS
1. Uncovered areas are limited at any given time to a maximum total area of
20 acres.
2. Erosion and sedimentation control measures shall be designed to provide
protection from the 25-year storm.
3. Large Type-A basins shall be designed and constructed with a settling
efficiency of at least 70% for the 40 micron soil particle size transported
by runoff from the 2-year storm.
4. Newly constructed channels shall be constructed with side slopes no
steeper than 2:1, unless slopes are to be stabilized by methods other than
vegetation
5. A ground cover sufficient to restrain erosion must be provided for any
disturbed area.
-10SIC9 CONTROL-FLAN
SR 132'7 l? •?,,7-2n0?
couNr-, A sN? _
LOCAL NAIL' ?y
WORK ORDER NO.
DRAWN BY:
nulA 113.K.1-4am6(1
DIS-'RT_CT ENGLNErR:
Tyr
IOADSIDE ENVIRONMENTAL
ENGINEER

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6) q ? -?t
Survey Date - to - v 1
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Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock checl. darns and silt
basins, as needed.
Survey Date 5- Z6- o!
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Drawn By.:
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Note:
Temporary erosion control
devices not shown, but will
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Survey Date 6- 11, - o l
Conducted By Cv,-g ciz, 6p'
Drawn By
Sheet 1-11
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Existing Road
New Road
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New Pipe
L
Sheet 41 Of
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Note:
Temporary erosion control
devices not shown, but will
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rock check dams and silt
basins, as needed.
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Drawn B y L, c «; , La-
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Note:
Temporary erosion control
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basins, as needed.
Survey Date S'16 - 0/ • _
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Note:
Temporary erosion control
devices not shown, but will
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rock check dams and silt
basins, as needed.
Survey Date
Conducted By 6 ow- D,B,?j -0
X? ??zy
Drawn By ?a Le:y
S.R. 3 Z County S E
Name Existing Road 1
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Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.
Survey Date
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Conducted By
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County L--,
S.R.' -I r7
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Temporary erosion control
devices not shown, but will
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devices not shown, but will
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Photo #1- Outlet end of pipe at station 34+51 on SR 1327, Ashe County.
Photo #2 - Inlet end of pipe at station 80+83 on SR 1327, Ashe County. 0' 1 6 7 3
Photo #3 - Outlet end of pipe at station 86+84 on SR 1327, Ashe County.
Photo #4 - Buffer zone encroachment area from 82+00 - 88+00 on SR 1327, Ashe County.