HomeMy WebLinkAbout20020052 Ver 1_Complete File_20020111pF wATFi9 Michael F. Easley, Governor
P William G. Ross Jr., Secretary
6 North Carolina Department of Environment and Natural Resources
0 Gregory J. AThorpe, Ph.D.
cting Director
Division of Water Quality
DWQ Project No.: 2 p y-?Z County: Ka h C-P?
Applicant: / V G 0 OF
Project Name: s S
AD,
Date of Issuance of 401 Water Quality Certification: :2- / Q?/ 4Z
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621.This form may be returned to DWQ by
the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of
these.
Applicant's Certification
I, W/0. • /0. (1047r-e-5 , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and
other supporting materials.
Signature: /,1 Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and
other supporting materials.
Signature:
If this project was designed by a Certified Professional
Date:
I, , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, ect.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature:
Registration No.
Date
Wetlandst401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: (919) 733-7015 Fax: (919) 733-6893
?,"0 ,
Rnrw
Customer Service
1 800 623-7748
_,,? W ATFR
O? QG
o ?
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
February 28, 2002
DW Q# 02-0052
Yancey County
Roger D. Bryan
North Carolina Department of Transportation - Division 13
P.O. Box 3279
Asheville, NC, 28802
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Bryan:
You have our approval, in accordance with the attached conditions, to place fill in 20 linear feet of streams in order to
construct the SR 1458 (Hensley Road) paving and improvement project in Yancey County, as described in your application
received by the Division of Water Quality on January 11, 2002. After reviewing your application, we have determined that
this fill is covered by General Water Quality Certification Number 3289, which can be downloaded from our web site at
http://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use Nationwide Permit Number 14 when it is issued
by the U.S. Army Corps of Engineers. In addition, you should get any other federal, state or local permits before you go
ahead with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the 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, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and the additional condition listed below:
1. Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds [15A NCAC 46
.0024]; see NCDOT publication, Best Management Practices for the Protection of Surface Waters (March 1997);..:_
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 which conforms to
Chapter-1508 of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. 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 Mike Parker in our Asheville Regional Office at 828-251-6208 or Cynthia Van der Wiele in
Raleigh at 919-733-5715.
Sincerely
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWQ Regional Office
Central Files
File Copy
rrtiti??
Ph.D
020052
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
n1n'? -0c l.. f..--% -n- 00no /t,...\ L. sa...//l. l.. ..... ..... .. .... 1.........i1.....J../
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Michael R. Parker
WO Supervisor: Forrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 1458 County YANCEY
Project Number 02 0052 County2
Recvd From DOT Region Asheville
Received Date 1/11/02 Recvd By Region
Project Type
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Reg. E E
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y * N Recommendation: Q Issue O Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) 3,55852 Longitude (ddmmss) 822358
Comments:
Project is to lengthen two existing culverts 10 feet- This is into Little Hensley Branch which is
classified as r-trout waters. Stream is a B-3-4 type.
Recommend issuance of 401 with standard conditions for trout waters.
cc: Regional Office
Central Office Page Number 1
-_ r` -
. z
Triage Check List,
Date: l ?S D Z. y ?...;.
r ,
To: ?RRO Steve Mitchell Proect Name porr
1''S j a - -
?FRO " - Ken Aventte DWQ Project Number - ?WaRO - Deborah Sawyer Camty??iUC.1Ct!
?WRO -. Joanne Steenhuis
?WSRO Jennifer Frye _
O .. Mike Parker _
?MRO Pfe Colwell..;.
From: n`t^OC VQtt _l?C? wICX? _ Telephone (919) 733- s7?s=
The file attached is being forwarded to you for your evatuatkrL Please call if your need
assistance.
? Stream length impacted
? Stream determination i
? Wetland determination and distance to blue-fine swfaee waters on USGW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamilco, Catawba, Randl-anan)
? Pond fill _
? Mitigation Ratios -
? Ditching
r'
? Are the stream and or wetland mitigation sites available and viable? .:.
? Check drawings for accuracy
? Is the application consistent with pre-application meetings? -
? Cumulative impact concerns _ _ -
54
Comments
- ' •? ?w.a--:.?.ts'??<?+'?` tT`r'?ns?"`F'3_t'r,,"d ?'+c??? y^??-r,.c- „?.r- -
' i:.r-? ...r.+o' -mss:-- - r -.x - - -- - :,-n' _ -: e •i' - •?-. ? Via'
ter. ._,s s • _ _ ?1 ?Jt._„? '>,rr?-t'x'd,?.,
r F 'acdPr? r«c'. < . i -•1""A?G 3?y?-wit}' ?Fai?S y?' .a.c ?! r2'.A;;°>`?^°.• t -i"
-Z?`?..-
• yr_..d...r. y?y
t -
FILE COPY
Triage Check List
Date: / • S • O Z
To: ?RRO Steve Mitchell Project Name
?FRO Ken Averitte DWQ Project Number 0 2-005 2-
QWaRO Deborah Sawyer County-UC•1EN
F1WiRO Joanne Steenhuis /
E1WSR0 Jennifer Frye
O Mike Parker
?MRO PBte Colwell
From: s-1?? Telephone (919) 733- 57/?
The file attached is being forwarded to you for your evaluation. Please call if you need
assistance.
? Stream length impacted
? Stream determination
? Wetland determination- and distance to blue-line surface waters on USGW topo maps
? Minimizationlavoidance issues
? Buffer Rules (Neuse, Tar-Pamilco, Catawba, Randleman)
? Pond fill.
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy -
? Is the application consistent with pre-application meetings?
Cumulative impact concerns
- _ 4 r t
-s..,?,x. ? s _ - ?, - "?•'??"': _f''?- yam. Xr --?_ - a?-?-n•,. -. -
Comments
.r- .^3.C?'_._'- - - _ r? y.ws `''.f.. .tu•?'?-.?.^ f ?Y:- -"?- A 'l -_
n - r
__- _
.w STNS
p ^
STATE OF NORTH CAROLINA 0 2 0 0 5 2
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
PO BOX 3279, ASHEVILLE, NC 28802
January 8, 2002
Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006 FILE COPY
Subject: Nationwide Permit #14
S0458, Hensley Road
ork Order # 6.902240
Yancey County, NC
Dear Mr. Lund:
I have enclosed a straight-line diagram with erosion control plan, a PCN application for
NWP #14, and a vicinity map relative to the proposed project on SR 1458, Hensley Road,
Yancey County, NC.
Hensley Road is currently a 12-14 feet wide gravel road. Division of Highways plans to
pave the road 18 feet wide and increase the typical section. Grading will be light to
moderate.
We propose to extend two existing culverts on Little Hensley Branch. Total culvert
extensions will be 20 linear feet. Existing channel morphology will be maintained
upstream and downstream of the culverts. The culverts will be placed below existing
streambed elevation. Riparian vegetation will be reestablished along disturbed areas
associated with the culvert extensions. Stormwater will be diverted through grass-lined
ditches or vegetated buffers prior to entering streams.
No significant effect on federally listed species (threatened or endangered) or their
habitats is anticipated.
By copy of this letter, we request Owen Anderson, North Carolina Wildlife Resources
Commission Mountain Region Coordinator, to comment directly to the Corps concerning
the permit request.
p,? v,
Mr. Steve Lund
Page -2 SR 1458, Yancey County
January 8, 2002
By copy of this letter, we are asking Ed Ingle, Area Roadside Environmental Engineer, to
comment on the above project. Temporary encroachment into the buffer zone of the
Little Hensley Branch will be required for project stations 12+00 to 36+80. The stream is
classified as trout. A buffer variance will be required.
By copy of this letter, I am forwarding seven (7) copies, of the application package to
Cynthia Van der Wiele, NC DENR, Division of Water Quality, 401/Wetland Unit for
review and comment. Please charge the application processing fee of $200.00 to work
order # 6.902240. Please forward comments directly to the Corps with copy to Division
13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at (828) 251-6287.
Sincerely,
. o?
Ro r D. Bryan
Division 13-Environmental Officer
Enclosures
cc: F. D. Martin, P.E.
K. A. Wilson, P.E.
Ron Brazil
Ed Ingle
Owen Anderson
Cynthia Van der Wiele
Marella Buncick
Office Use Only: OL^ o O52 Form Version April 2001
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:
X Section 404 Permit
? Section 10 Permit
X 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 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
Owner/Applicant Information
Name: NC Department of Transportation
Mailing Address: P.O. Box 3279
Asheville NC 28802
Telephone Number: 828-251-6287 Fax Number: 828-251-6394
E-mail Address: rdbryan&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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page I 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: SR 1458 Hensley Road
2. T.I.P. or State Project Number (NCDOT Only): 6.902240
3. Property Identification Number (Tax PIN):
4. Location,
County: Yancey Nearest Town: Burnsville
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): SR1458 is located off of US 19W
approximately 5.0 miles north of the intersetion with US 19 at Cane River.
5. Site coordinates, if available (UTM or Lat/Long): 3558'52 " N 82`23'58" 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. Describe the existing land use or condition of the site at the time of this application:
Existing secondary road
7. Property size (acres): 2.8
8. Nearest body of water (stream/river/sound/ocean/lake): Little Hensley Branch
9. 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/.)
Page 2 of 8
10. Describe the purpose of the proposed work: We propose to grade drain, base, pave and
install erosion control measures for SR 1458 (Hensley Road). We 1ropose to extend two
existing culverts on Little Hensley Branch. The culverts will be installed to insure aquatic
life passage within the streams.
11. List the type of equipment to be used to construct the project: Excavator, backhoe, and
trucks.
12. Describe the land use in the vicinity of this project: Rural, homes and pasture.
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 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: No no future plans
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.
1. Wetland Impacts
Wetland Impact Type of Impact* Area of Located within Distance to
Page 3 of 8
Site Number
(indicate on ma) Impact
acres 100-year Floodplain**
( es/no) Nearest Stream
(linear feet) Type of Wetland***
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:8www.fema.0.
*** 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: 0.0
Total area of wetland impact proposed: 0.0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
Sta. 24+09 Culvert 10 Little Hensley Branch 3 ft P
Sta. 35+85 Culvert 10 Little Hensley Branch 3 ft P
* 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 1-800-358-9616, or online at
w-ww-.ust?s.tov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
w-ww.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 20 feet.
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact Type of Impact* Area of Name of Waterbod Type of Waterbody _j
Page 4 of 8
Site Number Impact (if applicable) Flake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.
N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, 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.):
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 secondary road must be improved to meet current safety standards for paved
roads The culvert extensions requested are the minimum necessary to establish an appropriate
typical section for the roadway. Riparian vegetation will be established on disturbed areas
associated with the project construction. The proposed impacts are on small spring fed streams.
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.
Page 5 of 8
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/ncwetlands/stlmgide.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.
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:i/h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Page 6 of 8
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes X 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 (919) 733-5083 to review current thresholds for environmental documentation.
Yes ? No X
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 2B .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
Yes ? No X 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 teet perpendicular trom near oanx of cnannei; Lone.4 extenas 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.
Page 7 of 8
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.
The existing compacted gravel roadway acts as an impervious surface. Paving of the roadway
should eliminate sedimentation from fines associated with gravel surface treatment. The
roadway surface will be approximately 40 % of right of way area. Stormwater will be diverted
through settling basins or grass lined buffers prior to entering the streams.
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.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
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).
With regard to hazardous spill basins the road is not classified as an arterial route, therefore
hazardous spill basins are not required.
AV ppl c nt/Agent's gnature Dyke
(Agent's signature is valid only if an authorization letter from the applicant is provided.
Page 8 of 8
19
Iii ? \ _ •?? ?_ ? = s? - A
-? = e Pin Grov
=\'og PROJECT AREA h
-
M.Y 124
323
^??/. ??' ? III -_ •/ ---s'' - _' _ - _- c
1385'
3000``?Q.n C Z 138
p Q^ :- ?.
L 208 3188 200 i Y o C 233 _ z80
B- an,
' l - -- - - /
14 Cynt1Y?
?t 297 36o0
?2 80
TO,
/
vo \: 23%1-4
2600x-
-
- {1 i l 1383 0 l
19
- - -0
?[7
w
pm,v ^
1
242
` e e >•?
60
-BM 124 44 ? . ? ,/?
Vicinity Map: SR 1458, Hensley Road, Yancey County, NC (Bald Creek
Quadrangle, Scale 1:24000).
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT: 5 _ YZMazv o
LOCATION: F? s 19 91 lvo zw o.-" SR 1385
WORK TYPE: ?F / A .? s? Avg . c . .
WORK ORDER: PRIORITY:
COUNTY: A Alcr
TOWNSHIP: ,,-,,-6 13
DATE: ,? 0:?. 200 SCALE: ?? So
NOTES: ??N?%? = 26 8a '
?X/5Ti1V& QSS " g1fit( PREPARED BY:
EROSION CONTROL PLAN SHEET
Silt fences and temporary silt ditches shall be installed after clearing and
before grading.
Temporary stone ditch checks shall be installed as soon as ditch-line is
established.
Pipe outlet and inlet protection will be done as soon as the pipe is installed.
Silt basins (Type B) will be constructed to the dimension of nine feet by
three feet by two feet unless otherwise noted on plans. (See SB-9 on
dimension sheet)
Seeding and other permanent erosion control measures are to be
implemented as soon as practical.
Temporary rock silt checks (Type B) will be spaced as required by percent
of grade.
PIPE INSTALLATION NOTES
1) Install erosion control devices. In streams, where necessary, rock silt
screens will be used.
2) Remove material and existing pipe while limiting, as much as possible,
material and sediment from entering the stream and/or escaping from the
project.
3) Prepare pipe foundation while again taking care to limit, as much as
possible, material and sediment from entering the stream and/or escaping
from the project. Where possible, new grade will be below the existing
streambed. If needed, bedding material will be clean stone.
4) Place the new pipe and compact backfill.
5) Install slope protection on outlet and inlet ends of pipe. Also complete
installation of erosion control measures and perform maintenance as
needed on existing measures.
6) Establish permanent vegetation as soon as possible.
ROADWAY DITCH AND MEDIAN LINING GUIDELINES
Percent of Grade Type of Linn? Recommended
0
Straw and Tack
2 -rosiOn-Control Matting
3
4 Synthetic Roving
5
greater Scone
VTTT-
2r 5'
r
?z
( S.B. 5 )
( S.E
f'
zZ
(S
X31
2'
( C
'I
'
/3
2'
( S.B. 28 )
DESIGN FOR SILT BASIN
21 1: I
LENGTH OF DISTURBED AREA 300'
NOT TO SCALE
CHECK EVERY STORM EVENT AND
CLEAN a!T WHEN HALF FULL
600 CUBIC FEET PER ACRE
LENGTH OF DISTURBED AREA 100'
LENGTH OF DISTURBED AREA 200'
LENGTH OF DISTURBED AREA 400'
EROSION CONTROL
DETAILS AND SPECIFICATIONS
Std. # Descri t? ion
245.03 Temporary Slit Ditch----------------
245.05 Temporary Diversion--------------
893.01 Temporary silt fence -------------
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
894.01
245.04
896.01
Symbol
TSD
Temporary Slope Drain with Earth Berm-----AIL
Slit Basin Type A------------------------------
Sllt Basin Type B------------------------------
Temporary Rock Silt Check Type A-----------
Temporary Rock Silt Check Type B-----------
Temporary Rock Sediment Dam Type A-------
Temporary Rock Sediment Dom Type B--------
-O
Rock Pipe Inlet Protection--------------------
Pipe Outlet Energy Dissapator---------------- °°
e? a
Rock Silt Screen-------------------------------
Stilling Basin------------------------------------
vl?
Rock Inlet Protection:
896.02
896.03
Type A--------------------------------------- A LU
Type 8--------------------------------------- B LU
Type C--------------------------------------- c13
Erosion Control Matting--------------- ECM
Fiberglass Roving---------------------- FGR
PIPE DATA
CO. IAuCF
STATION PRESE SIZE SR# 45? -
WORK ORDER
PROPOSED SIZE NOTES
Ar.
f o
acs =is???/?
'- flb"!'/?/P
X5x'T. /
,fix . e'
cuss PIPE
Pi is
fbS !'/??
477
leg 1?,*1,4 1
eev
A/110 f
,?' ion
A511 STING R/W
wooo s
5f? /45e- J7 EA/5e-S/ //,
11--06-01 y?/V,co
I I '
I I
t
I
I
? t
i
r?
Q IL I
I I
? I
? I
I I
u I I
1?1
I I
r4rol
I
I I
I I /
I I
I I
I I
I I
.L I
_i
I
I
I
EX/srIms ?/w
,Cf1LGU lit!
us 9
/.
0
.GAWAI
C 24 =?g,?1
9 +27
It,
V
I
I
I
r ?
l
?
I
I
I
i
I
?
I
? I
u
ca
r
'I
I
I
I
I
I
r.
I
I
I
I
?I8
i
I
I.
Ij
?o
I,
I`
I-
I' ,
I?
i
I
I
I;
?I
r?
I ?
I I.
I .
?I
-I
I
?I
I.
14s '
Wows
?8 'GR. DR .
zp'- 48?CMP
e X/s r/NG Rlk/
Mrs c?E,aw?Za .6o?cyP?
12'GR.DR.
'vwRfOx4? r,3iT•eo•,srT,.,q Z%,5Zr0 2Sf/Z
EX is T/NG R/k/
1
??(,/ d'??.Ep To /3 ?7 SiDC Fc'o.a 57/i7icv /,'tZtS? ro z/z
FALLOP,?
RIW REDUCED To ,o'er ppop, Sr17a,4 ,0?15 r,164,
sy?,
d
I I
4?.
EX/STING R/W
;-T II
Zo =30' CAP
,cw uu %.w
4S
?Z'xlz' g?,D?e
,-z7x1S7-1N6 R/at
Pps,ru ec
35' 16 " C,-)Id
CExT. )
24 = /S r &gTr1G
cxIST/a/G R/w
PASTURLL
,691$J`"Al",
PA STUR,
40 ?,48'`cMP
Rlty
81klll
xl 11 4
? I
?I
I I.
I Y
.X
I ?
I ?
I ?
E X/STING R/k/
zo'q e"COtP
42 -ia,'cMp
I ?
I 18s \
I \
I
? tG2 ,
I 22.5
I ?
I i
3 l ?
x? q
I
I
I I ?w
Cu- r/ vAr a V
_ f.
1
T
Zo =48"C M P
,cx1srivG 1?1t/ 48 r`gp
RG?W zo-
i
i
1
?t
f
6AO
EX1.`•71k'G 414V
uti
i
V
CIO
2
Ike
?a
kf
A% 0
? j
r /
a
1j
aic
,J• LITTLE BALD".
is• I - MrN. •
4
-1.04 1-05
C j'Bic 94L)\,
/ MTV. u
f "03 .3 1 a0a
( PISGAH 1 \
I \ I1O2 R Ias
\ ,\
1399 •-
O
is•s!' Z v l 1
Swila
21
? pN
r c5x
c \ 1 1
v /
fUi 1 TOP MOUNTAIN
* --UFE MANAGEMENT AREA
1
7-
u 03'
a
Z
!3
AO?•
MO-13
M-. IOi
C -3 332
k`333
1125 CJ` Ilzl _ 1?99??` --L L
'?:'\ n26 U . O ? nie \• \' / n5 ??/ 1 1 .iyu i?g2 --_??
.a A \ I. 1 9Q m t'ip9? 1
CHESTNUT POinf GOO •1 '? MTNTIl1 '.C• 'I