HomeMy WebLinkAbout20020892 Ver 1_Complete File_20020610Michael F. Easley, Governor
OTC ? ? r?9 William G. Ross Jr., Secretary
\O? P? North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
r Division of Water Quality
DWQ Project No.: 00- 01& 9r County: G ?z
Applicant: NCDOT -IT
Project Name Sf? 13 U Gam/ r Z
Date of Issuance of 401 Water Quality Certification: 6 - / 9 2,2
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the
401 /Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the
project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, Joel B. Setzer, P.E., 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 tbe? 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and of i tei'als.
Signature: Date: 4 jc?5
Agent's Certific on
L , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
1, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state that,
to the best of my abilities, due care and diligence was used in the observation of the construction such that
the construction was observed to be built within substantial compliance and intent of the 401 Water
Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting
materials.
Signature
Date:
Registration No.
rJti±?wt?
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
O 9 William G. Ross Jr., Secretary
10 pG North Carolina Department of Environment and Natural Resources
Vj Alan W. Klimek, P.E. Director
r
Division of Water Quality
O ?
J Line 19, 2002
Clay County
DWQ Project No. 020892
SR 1330 (Cold Branch Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. J. Ralph Cannady, P.E., County Maintenance Engineer
NCDOT Andrews District Office
P.O. Box 1551
Andrews, NC 28901
Dear Mr. Cannady:
You have our approval, in accordance with the attached conditions and those listed below, to impact 39
linear feet of Cold Branch and one of its unnamed tributaries as well as two unnamed tributaries to
Licklog Creek in order to improve SR 1330 (Cold Branch Road) in Clay County. The project should be
constructed in accordance with your application dated May 30, 2002 (received June 10, 2002). After
reviewing your application, we have decided that this fill is covered by General Water Quality
Certification No. 3375 corresponding to the U.S. Army Corps of Engineers Nationwide Permit Number
14. In addition, you should acquire any other federal, state or local permits before you proceed with your
project including (but. not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations. This approval will expire with the accompanying 404 permit unless otherwise
specified in the Water Quality Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify its, in writing, and send its 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 alt conditions. If total wetland fills for this project
(now or in the future) exceed one acre or stream impacts exceed 150 linear feet, compensatory mitigation
may be required as described in 15A NCAC 21-1.0506 (h) (6) and (7). For this approval to be valid, you
must follow the conditions listed in the attached certification and any additional conditions listed below.
1. Where practicable, storm water should be directed to buffer areas or retention basins and must not be
routed directly into streams. Mowing of existing vegetated buffers is strongly discouraged, so that
they may be utilized for storm water sheet flow.
2. The pipes required for this project shall be installed in such a manner that the original stream profiles
are not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed).
Existing stream dimensions are to be maintained above and below locations of each culvert. The
culvert shall be installed one foot below the stream to allow for fish and other wildlife movement. If
any of the existing pipes are perched, they shall be removed and replaced, and installed correctly.
3. All work shall be performed during low flow conditions.
4. All mechanized equipment operated near surface waters must be regularly inspected and maintained
to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic
materials.
5. The presence of equipment in the channels must be minimized. Under no circumstances must rock,
sand or other materials be dredged from the wetted stream channel under authorization of this pertnit,
except in the immediate vicinity of the culverts.
?[F-1:1
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.stale.nc.us/ncwetiands/
6. Use of rip-rap for bank stabilization is to be minimized: rather, native vegetation is to be planted when
practical. If it is necessary to the project, rip-rap must be limited to the stream bank below the high
water mark, and vegetation must be used for stabilization above high water.
7. Native riparian vegetation must be reestablished within the construction limits of the project by the
end of the growing season following completion of construction.
8. Upon completion of the project, the NCDOT shall complete and return the enclosed
"Certificate of Completion" form to notify NCDWQ when all work included in the §401
Certification has been completed. The responsible party shall complete the attached form
and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon
completion of the project.
If you do not accept any of the conditions of this certification. you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition that conforms to Chapter 15013 of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Ms. Cynthia Van Der Wiele at 919.733.5715 or Mr.
Mike Parker of the Asheville Regional Office at 828.251.6208.
Sincerely,
I ?
1 Klimek,'P.E. /
Attachment !
Pc: Wilmington District Corps of Engineers
John Hendrix, USACE Asheville Field Office
NCDWQ Asheville Regional Office
Central Files
File Copy
e.. ttATt
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
May 30, 2002
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Attention: Mr. John Hendrix
NCDOT Coordinator
0208922
ROT" 1 -0 r ? C
MUED
FILE COPY
Subject: Proposed Secondary Road Widening and Resurfacing
SR 1330, Cold Branch Road, near Hayesville, NC, Clay County.
State Project No. 5.9221 (DWQ Minor Permit Fee $200)
Dear Mr. Hendrix:
The North Carolina Department of Transportation (NCDOT) is proposing to widen and
resurface SR 1330, Cold Branch Road, in Clay County. This proposal entails widening
and resurfacing the existing paved road to a 20' roadway. In order to accomplish this
work, NCDOT is requesting permission to extend/replace four CMP culverts.
The proposed improvements of SR 1330 have been identified as necessary maintenance
and safety improvements. Funds have been allocated for this project, and NCDOT would
like to perform these activities sometime during the 2002 paving season.
I am attaching details of the site where will propose to be in conflict with the stream. I
am also attaching a vicinity map as well as a USGS map with this site shown with its
coordinates listed. We propose to install the new culverts slightly below the existing
streambed elevations where bedrock is not encountered to minimize impacts to wildlife
habitats and allow the existing stream gradients to remain as unchanged as is physically
possible. No threatened or endangered species are known to be present in or near the
project area; therefore, no significant impacts are anticipated from project construction.
The best management practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will review all erosion control r { ; ??
measures daily to ensure sedimentation and erosion is being effectively controlled. If the ,
planned devices are not functioning as intended, they will be immediately replaced with -Ti
better devices. The rock siltscreens and other erosion control devices will be in place C_-) ---_i
prior to pipe culvert construction and will remain in place until the project is stabilized.
Andrews District Office
P. O. Box 1551, Andrews, N. C. 28901
Phone: (828) 321-4105 Fax: (828) 321-3228
SECRETARY
Impacts to Waters of the United States
In order to complete the above-mentioned improvements along SR 1330 in Clay County,
it will be rrocessary to impact waters of the United States in the l Iiwassee River Basin.
Specifically, NCDOT is requesting to extend/replace two metal culverts in Cold Branch
and UT to Cold Branch (Class C), and two metal culverts in UT's to Licklog Creek
(Class C). Listed below is a summary of'the proposed impacts.
Station Existing
Condition Proposed
Condition Net Impacts
Site #l; 12+00 29' x 24" CMP 44' x 36" CMP 15' extension
Site #2; 20+20 50' x 24" CMP 42' x 36" CMP -8' reduction
Site #3; 23+62 39' x 36" CMP 58' x 36" CMP 19' extension
Site #4; 32+20 41' x 24" CMP 54' x 48" CMP 13' extension
39 ft. total
Permits Requested
NCDOT is hereby requesting authorization under N WP 14 and Section 404 of the Clean
Water Act to proceed with the construction project outlined above. By copy of this letter,
I am asking Mr. Owen Anderson, North Carolina Wildlife Resources Commission
(NCWRC) Western Mountain Region Coordinator, to comment directly to you
concerning the 404 Nationwide Permit Request.
Also, by copy of this letter, I am requesting authorization to proceed under Section 401 of
the Clean Water Act from the Division of Environmental Management
Again, we would like to proceed with this project during the 2002 paving season. If you
require additional information, please contact me at 828.321.4105. Your early review
and consideration will be greatly appreciated.
Sincerely,
alph C"Sannady, PE
County Maintenance Engineer
copy: Mr. Richard Phillips, PE, Regional Engineer DEHNR
Mr. R.G. Watson, PE, Division Engineer, NCDOT
Mr. John Dorney, D WQ, DEHNR
Mr. Owen Anderson, Western Mountain Coordinator, NCWRC
Mr. B.C. Burch, PE, District Engineer, NCDOT
Mr. Terry Woody, Transportation Supervisor III, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
OF?W--A-?F4
QG
1
? -c
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401 General Water Quality
Certifications, and Riparian Buffer and Watershed Buffer Rules
SR 1330, Cold Branch Road, Clay County
NOtrN C',
14 o
0rn?
NCDOT Division 14, District III
Prepared by: Ralph Cannady, PE
County Maintenance Engineer
Macon & Clay County
Page 1 of 9
-up Office Use Only: Form Version October 2001
,089 2
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.
I. Processing
1. 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
14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ? N/A
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ? N/A
Il. Applicant Information
Owner/Applicant Information
Name: North Carolina Department of Transportation (NCDOT)
Mailing Address: PO Box 1551
Andrews NC 28901
Telephone Number: 828.321.4105 Fax Number: 828.321.3228
E-mail Address: rcannady@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: J Ralph Cannady, PE
Company Affiliation: County Maintenance Engineer
Mailing Address: (same as above)
Telephone Number:
E-mail Address:
Fax Number:
Page 2 of 9
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 forrpat;
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: Road, SR 1111
2. T.I.P. Project Number or State Project Number (NCDOT Only): 5.9221
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Clay Nearest Town: Hayyesville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): take US 64 east from Hayesville.
Left on SR1330, Cold Branch Road, just past main entrance to Mountain Harbor Golf and
Country Club.
Site coordinates, if available (UTM or Lat/Long): 35-02-09/83-43-57
(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:
forest, pasture, light residential
7. Property size (acres): N/A
8. Nearest body of water (stream/river/sound/ocean/lake): Cold Branch - Class C
9. River Basin: Hiwassee
(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 3 of 9
10. Describe the purpose of the proposed work: Widen and resurface existing paved road.
11. List the type of equipment to be used to construct the project: trackhoe backhoe, dozer
loader, grader, dump trucks
12. Describe the land use in the vicinity of this project: forest, pasture, residential
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:
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 4 of 9
1. Wetland Impacts No wetland impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
* * 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hltp:/hvww.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
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)
Site #I culvert 15 feet UT to Licklog Creek 2 feet P
Site #2 culvert -8 feet UT to Cold Branch 3 feet P
Site #3 culvert 2 feet Cold Branch 2 feet P
Site #4 culvert 13 feet UT to Licklog Creek 3 feet 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
www.usQs.Qov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.cotn,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 39 linear feet
Page 5 of 9
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S, No open water impacts
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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.
Erosion and siltation control measures and BMP's will be used during; construction to avoid
environmental impacts
VIII. Mitigation N/A
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 6 of 9
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/strmgide.htmi.
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
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.state.nc.us/wro/l*ndex.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information: N/A
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):
Page 7 of 9
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 (919) 733-5083 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 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 8 of 9
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.
The existing compacted paved roadway acts as an impervious surface. Resurfacing of the
roadway will not alter the impervious nature of the surface. Stormwater will be treated as it has
been previously. (See erosion control plan).
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 ?
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/Agent's Signature V Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
ANN
Shooting Creek Quadrangle
Cold Branch Road, SR 1330
Clay County
STREAM IMPACTS
Station Existing Proposed Net Impacts Latitude/ Longitude
Condition Condition
Site #1 29' x 24" CMP 44' x 36" CMP 15 ft extension 35-02-09/83-43-57
12+00
Site #2 50' x 24" CM1) 42'x 36" CMP -8f! reduction 35-02-16/83-43-53
20+20
Site #3 39' x 36" CMP 58' x 36" CMP 19 ft extension 35-02-19/83-43-52
23+62
Site #4 41'x 24" CMP 54' x 48" CMP 13 ft extension 35-02-27/83-43-50
32+20
39 feet total
SITE #2
CLAY CO.
COLD BRANCH RD.
SR-1330
STA. 20+20
SILT FENCE
& -?
ROCK BERM
-
ROCK SILT ?
SCREEN
_
ILT FENCE
& _.
ROCK BERM 35 02116" N?
183 43153" W
L
I
I
I
EXISTING Z4„
X 50r
CHI
f
I
I
I
l
y
- CHECK D S
SPACED AS
REQUIRED
v
SILT BASIN
TYPE B
4*-
12'x 3'x 2'
u-JROCK INLET
( PROTECTION
3' BRANCH
SILT BASIN
TYPE B
. 12'x 3'x 2'
CHECK DAMS
® SPACED AS
REQUIRED
' I I I? I I I 1 1 1 I I I I I I I 1 1 1 I 1 1 I I I 1 I I 1 I, l i ; 1 I I I I I I I I 1 1 1 1 1
I
I
I
I I
I ? I
I, I I
I
I
X
1
1
1 1 1
1
1 1
1,
1
1 1 I I
I I I I I 1 1 1 I I I I I I 1 1 1
1
1
1
1 1
1 1 1 1 1
I
I I
I
I I I I I I I I I , 1 1 I I I I I I I
I
1
1
1
1 1
1
1
1
I
I I I
1
I
I I
I
I
I I I
I 1 1
I
I I I I I I 1 I
1 1 1 1 1 1 I I I I I I
I I I I
I ,
J: I 1
I - - p -
I
_ 11 4 4 1
- - - - - - - - - --
--
-- -
- -
- -
- -
- - - - ------ - - - -- - - - - - - - - - - - - -
- -
- -
- -
- -
- -
- -
- -
- -
- -
- - - --
-- - - - -- - - - - - - - - - -
- - - - -
I
-
-
-
-
- -
-
-
I
-
-
-
-
-
-
- - -
- -
- -
- - - - - -
I
- - - - -
I
i - ? - - -
-- --
- - -
I - - - - -- - -
I I I
I 1
1. I , I I I 1
I I
u
U11L r J
CLAY COUNTY
COLD BRANCH RD.
SR-1330 I
STA.23+62
CL p
® Vd
I CHECK DAMS
SPACED AS
SF & RB REQUIRED
I
® SILT BASIN
TYPE B 12x3x2
I
2' BRANCH
_ I
CN1P
36.. x 39
ROCK SILT ® SILT BASIN
SCREEN I TYPE B 12x3x2
SF & RB
I
SILT BASIN / I CHECK DAMS
TYPE B 12x3x2 ® SPACED AS
REQUIRED
CHECK DAMS
SPACED AS
REQUIRED
35°02'19N REPLACE WITH
83°43'52"W 36"x58' CMP
1 1 1 I l i l l I I I I I I I I I I I I I I
' 1 1 1? 1? 1 1 I I I I I 1 1 1 1 1 I? I I I I? i i 1 r l l l I I I 1 I I I 1 1 1 1 1 1 1 1
I I I 1 1 1 I
I
•I
I
I
1 1 1
1
1 1
1
1 1 1 1
I
I
I I
I
I I I
I
I
I
I? I
I I I
'' I
I. I
t
i
l
l
1
1 I
1 I ' 1 1 I I I I I I
I
I
I I 1 1 I I I I I. I
l
I I I I I I I
; I I I i I r l I I I I I 1
I I I I I
I I 1 1
I
I I I
I
I -
- I
I -
I I
1
I _
?
-
/
n
1 I I
1
1
t
I
I I
1 1
- 1
1
I I
I
.I 1 1 1 i t - 1 1 1 I - 1 I
SITE #4
CLAY COUNTY
COLD BRANCH RD.
SR-1330
STA.32+20
CHECK DAMS
SPACED AS
REQUIRED .
SILT BASIN
TYPE B 12x3x2
SF & RB
ROCK I SILT
c
SCREEN
SF & RB ??
35 02'27" N
83°43'50" W
CL
I
I
DOUBLE BARREL
24" x 41 CMP
1
1
1
• `,
t4
SF & RB
3' BRANCH
SILT BASIN
TYPE B 12x3x2
• CHECK DAMS
SPACED AS
\ REQUIRED
REPLACE WITH
48" x 54' CMP
III - ,I