HomeMy WebLinkAbout20010620 Ver 1_Complete File_20010425State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
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NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 18, 2001
Johnston County
DWQ Project No. 010620
APPROVAL OF 401 Water Quality Certification and ADDITIONAL CONDITIONS and Neuse
River Buffer Rules
Mr. James H. Trogdon, Division Engineer
NCDOT, Division 4
PO Box 3165
Wilson, NC 27893
Dear Mr. Trogdon:
You have our approval, as described in your application dated April 19, 2001, and in accordance with the
attached conditions and those listed below, to place fill material in 0.08 acres of wetlands and 60 linear feet
of streams The project's purpose is to widen and pave SR 1354 (Camelia Road) from SR 1330 (Raleigh
Road) to US Highway 301 in Johnston County. The project shall be constructed in accordance with your
application dated April 19, 2001. After reviewing your application, we have decided that this fill is covered
by General Water Quality Certification Number 3289. This certification corresponds to the Nationwide
Permit Number 14 issued by the Corps of Engineers. This approval is also valid for the Neuse River buffer
rules (15A NCAC 2B .033). 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 when the accompanying 404 permit
expires unless otherwise specified in the General Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ and submit a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter, and is thereby
responsible for complying with all the conditions. If total wetland fills for this project (now or in the future)
exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet, compensatory
mitigation may be required as described in 15A NCAC 214.0506 (h) (6) and (7). ). This approval shall
expire with the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification. For this approval to be valid, you must follow the conditions listed in the attached
certification and any additional conditions listed below.
1. Stormwater shall be directed to sheetflow at nonerosive velocities through the protected stream buffers.
2. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of
Completion Form" to notify DWQ 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
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
Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone 919-733-1786 FAX 733-9959
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
• •
A 4 IT 4 If 2
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
petition, which conforms to Chapter 150B 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 John Dorney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
c:\ncdot\SR 1354\wqc\010620wgc
Sin erely,
teven
Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone 919-733-1786 FAX 733-9959
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
DWQ Project No.:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
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A&4 41 2
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
County:
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, , 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:
Agent's Certification
Date:
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:
Engineer's Certification
Partial Final
Date:
I, , as a duly registered Professional Engineer 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
Date
Registration No.
Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone 919-733-1786 FAX 733-9959
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
A74 n
Asohn Michael F. Easley, Governor NCDENR
William G. Ross, Jr., Secretary NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
11. This Certification shall be utilized for roads from natural high ground to natural high ground. The
Certification for Nationwide Permit 18 may not be used in conjunction with this Certification to create
high ground for road access;
12. If an environmental document is required, this Certification is not valid until a Finding of No
Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse. All
water quality-related conditions of the FONSI or ROD shall become conditions of this Certification;
13. That additional site-specific conditions may be added to projects proposed under this Certification in
order to ensure compliance with all applicable water quality and effluent standards;
14. When written concurrence is required, the applicant is required to use the enclosed "Certification of
Completion Form" to notify DWQ when all work included in the 401 Certification has been completed;
15. Concurrence from DWQ that this Certification applies to an individual project shall expire three years
from the date of the cover letter from DWQ or on the same day as the expiration date of the
corresponding Nationwide Permit 14 and Regional General Permit 198200031 whichever is sooner.
Non-compliance with or violation of the conditions herein set forth by a specific fill project may result in
revocation of this Certification for the project and may also result in criminal and/or civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for individual certification for any project in this category of activity, if it is determined that the
project is likely to have a significant adverse effect upon water quality or degrade the waters so that existing
uses of the wetland, stream or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a Certification
decision if deemed in the public's best interest by the Director of the North Carolina Division of Water
Quality.
Effective date: 1 June 2000
DIVISION OF WATER QUALITY
By
Kerr T. Stevens
Director
WQC # 3289
Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone 919-733-1786 FAX 733-9959
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
1 0911?WAA •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
fiber and seedling establishment is allowable. Also, rip-rap may be allowed if it is necessary to maintain
the physical integrity of the stream, but the applicant must provide written justification and any
calculations used to determine the extent of rip-rap coverage requested. If suitable stream mitigation is
not practical on-site, then stream impact will need to be mitigated elsewhere;
Impacts to any stream length in the Neuse, Tar-Pamlico and Randleman River Basins requires written
concurrence from DWQ in accordance with 15A NCAC 2B.0233, 15A NCAC 2B .0259 and.0250 and
15A NCAC 2H .0500. New development activities located in the protected 50-foot wide riparian areas
(whether jurisdictional wetlands or not) within the Neuse, Tar-Pamlico and Randleman River Basins
shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 2B .0233,
15A NCAC 2B .0259 and .0250. All new development shall be located, designed, constructed, and
maintained to have minimal disturbance to protect water quality to the maximum extent practicable
through the use of best management practices. Activities listed as "exempt" from these rules do not need
to apply for written concurrence under this Certification;
ement of culverts and other structures in waters, streams, and wetlands must be placed below the
-elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown to
DWQ that providing passage would be impractical. Design and placement of culverts and other
structures including temporary erosion control measures shall not be conducted in a manner that may
result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down stream
of the above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ. Additionally, when roadways, causeways or other fill
projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or
bridges must be provided to maintain the natural hydrology of the system as well as prevent constriction
of the floodway that may result in destabilization of streams or wetlands;
7. If this Certification is used to access building sites, all lots owned by the applicant must be buildable
without additional fill beyond that allowed under other General Certifications. Deed restrictions must be
placed on the remaining wetlands and streams on these lots to restrict future wetland and stream fill.
DWQ shall be sent copies of all deed restrictions applied to these lots;
8. That appropriate sediment and erosion control practices which equal or exceed those outlined in the
most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual"
or the "North Carolina Surface Mining Manual" whichever is more appropriate (available from the
Division of Land Resources (DLR) in the DENR Regional or Central Offices) shall be in full
compliance with all specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to assure compliance with the appropriate
turbidity water quality standard;
9. All sediment and erosion control measures placed in wetlands or waters shall be removed and the natural
grade restored within two months after the Division of Land Resources has released the project;
10. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the
state until the concrete has hardened;
Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone 919-733-1786 FAX 733-9959
An Equal Opportunity Affirmative Action Employer 50% recycled/I0% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
/ • •
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NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
ROAD CROSSING CERTIFICATION GENERAL CERTIFICATION FOR PROJECTS
ELIGIBLE FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 14 (ROAD
CROSSINGS), REGIONAL GENERAL PERMIT 198200031 AND NEUSE/TAR-
PAMLICO/RANDLEMAN BUFFER RULES
This General Certification is issued in conformity with the requirements of Section 401, Public Laws 92-
500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for the discharge of fill material to
waters and wetland areas as described in 33 CFR 330 Appendix A (B) (14) of the Corps of Engineers
regulations (i.e., Nationwide Permit No. 14 and Regional General Permit 198200031) and for the Neuse,
Tar-Pamlico and Randleman Buffer
Rules (15A NCAC 2B .0233,.0259 and .0250). The category of activities shall include any fill activity for
road crossing and is limited to fill less than one-third of an acre. This Certification replaces Water Quality
Certification Number 2177 issued on November 5, 1987, Water Quality Certification Number 2666 issued
on January 21, 1992, Water Quality Certification Number 2732 issued on May 1, 1992 and Water Quality
Certification Number 3103 issued on February 11, 1997. This WQC is rescinded when the Corps of
Engineers re-authorizes Nationwide
Permit 14 or Regional General Permit 198200031 when deemed appropriate by the Director of the DWQ.
The State of North Carolina certifies that the specified category of activity will not violate applicable
portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217 if conducted in
accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Proposed fill or substantial modification of wetlands or waters (including streams) under this General
Certification requires application to and prior written concurrence from the Division of Water Quality;
2. In accordance with North Carolina General Statute Section 143-215.3D(e), any application for a 401
Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit,
one payment to both agencies shall be submitted and will be the higher of the two fees;
3. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for impacts to
streams and/or wetlands. In addition, buffer mitigation may be required for any project with Buffer
Rules in effect at the time of application. A determination of buffer, wetland and stream mitigation
requirements shall be made for any Certification for this Nationwide Permit. The most current design
and monitoring protocols from DWQ shall be followed and written plans submitted for DWQ approval
as required in those protocols;
4. For any project involving a stream re-alignment, a stream relocation plan must be included with the 401
application for written DWQ approval. Relocated stream designs should include the same dimensions,
patterns and profiles as the existing channel, to the maximum extent practical. The new channel should
be constructed in the dry and water shall not be turned into the new channel until the banks are
stabilized. Vegetation used for bank stabilization shall be limited to native woody species, and should
include establishment of a 30 foot wide wooded and an adjacent 20 foot wide vegetated buffer on both
sides of the relocated channel to the maximum extent practical. A transitional phase incorporating coir
Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone 919-733-1786 FAX 733-9959
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t
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
April 19, 2001 4?0
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office 10 9 0
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27615
Attention: Mr. Eric Alsmeyer
NCDOT Coordinator
Subject: Secondary road improvements to SR 1354 (Camelia Road) fron SR 1330
(Raleigh Road) to US Highway 301 in Johnston County.
The North Carolina Department of Transportation (NCDOT) proposes to upgrade
SR 1354 (Camelia Road) from SR 1330 (Raleigh Road) to US Highway 301 (Figure 1) in
Johnston County. SR 1354 is an unpaved roadway that will be upgraded to a paved
roadway. Total project length is 1.63 miles.
Transportation and highway laws of North Carolina (G.S. 136-44.6, 136-44.7,
136-44.7A, 136-44.8, and 136-44.9) require the NCDOT to develop annual work
programs for construction and maintenance of secondary roads. These general statutes
specifically set forth requirements for annual construction and paving of existing unpaved
roads. Paving of these roads is performed in priority order as established by the NCDOT
for each unpaved road within a given county. This number is based on characteristics of
each road, including number of homes, schools, churches, businesses, industries,
recreational facilities, traffic counts, presence of school bus routes, and value as a
thoroughfare. Camelia Road for paving in the 2000-2001 Secondary Roads Construction
Program.
Impacts to Waters of the United States
Construction of the project will necessitate impacts to waters of the United States
in the Neuse River Basin. The project crosses one unnamed intermittent tributary to
n D
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Post Office Box 3165, Wilson, North Carolina 27895-3165
Stony Fork, which is listed by location in the following table. Impacts to the stream from
construction include an additional 64 square feet (0.0015 acres) fill in surface water and a
total of 60 linear feet of existing channel impacted.
LOCATION EXISTING EXISTING PROPOSED PROPOSED
Station Width in. Length ft. Width in. Length ft.
17+75 48 44 60 60
Impacts to wetlands associated with roadside shoulder and ditch construction are
also listed in the following table. The total impacts to wetlands are estimated to be 0.08
acres. One area of wetlands located at Station 63+00 was avoided by a slight realignment
of the proposed roadbed, resulting in approximately 0.06 acres less impact overall.
LOCATION WETLAND AREA WETLAND TYPE
11+75 - 12+25 1717 SF 0.04 AC. PEMI
33+50 1730 SF 0.04 AC. PEMI
TOTAL 3447 SF 0.08 AC.
Waters of the U.S. Mitigation
Avoidance: One area of wetlands located at Station 63+00 was avoided by a
slight realignment of the proposed roadbed, resulting in approximately 0.06 acres less
impact overall. All wetlands or surface waters not affected by the project will be
protected from unnecessary encroachment. No staging of construction equipment or
storage of construction supplies will be allowed in or near wetlands or surface waters.
]Minimization: The side slopes have been steepened to the extent possible at
jurisdictional sites. Strict Enforcement of sedimentation and erosion control Best
Management Practices for the protection of wetlands and surface waters will be enforced
during project construction. Continued coordination will occur with maintenance forces
and the Environmental Officer during construction to minimize impacts to waters of the
U.S. at these sites.
Compensatory Mitigation: Construction of the project will result in less than
0.10 acres of total impacts to waters of the U.S. Impacts have been minimized to the
maximum extent possible during the design process.
Riparian Buffer Impacts
The construction of the project involves a road crossing of a stream that is subject
to the Neuse Riparian Buffer Rule. Construction impacts at each jurisdictional crossing
are less than 40 linear feet of riparian buffer. Based on the impacts to the riparian buffer at
this site, the crossing is exempt from the Rule.
Efforts will be made to minimize the impacts of additional storm water by the installation
of extra check dams, level spreaders andvegetated swales wherever possible.
Dewatering
The NCDOT proposes to temporarily dewater the stream during the construction
of the project. This will involve the temporary placement of sandbags, sheet metal
cofferdams, or Class B or Class 2 rip rap covered with filter fabric in the stream channel
approximately 10 feet upstream of the proposed pipe inlet. To maintain water flow during
construction, water upstream of this impervious structure will be temporarily pumped out
and conveyed downstream?of the construction activity where it will be allowed to filter
through vegetation before flowing into the stream. The stream will be dewatered for less
than five consecutive workdays. This will result in minimal temporary impacts to these
surface waters.
Temporary impacts to the stream from this activity will result in the dewatering of a total
of 0.008 ac of streambed and approximately 70 linear feet stream channel for the proposed
pipe replacement. The sandbags or riprap covered with filter fabric will be entirely
removed after construction.
Permit Issues
The purpose of this letter is to request authorization under Section 404
Nationwide Permit (NWP) 14, Linear Transportation Crossings. Notification for the use
of this NWP to the USACE is required for this project, for while the discharge associated
with the project is less than 0.10 acre, the project requires minor impacts to special aquatic
sites (including wetlands). Also, notification to the North Carolina Division of Water
Quality (NCDWQ) for Section 401 Water Quality Certificate (WQC) No. 3289 is required
for this project. NCDOT will comply with all conditions associated with this NWP and
WQC.
Additionally, the purpose of this letter is to request authorization under a Section
404 NWP 33 to dewater the stream during project construction. The 401 WQC No. 3114
(which corresponds to NWP 33) does not require written concurrence from the NCDWQ
as NCDOT intends to comply with conditions for the WQC.
Summary
NCDOT proposes to upgrade and pave SR 1354 (Camelia Road) in Johnston
County. Temporary impacts to the stream from dewatering activity will involve 0.008 ac.
of streambed and 70 linear feet of stream channel. Impacts associated with the pipe
replacement at this project include 64 square feet (0.0015 ac.) fill in surface water and 60
linear feet existing channel impacted. The project is located in the Neuse River Basin.
Impacts at the stream crossing are less than 40 linear feet in the buffer and are therefore
exempt from the Riparian Buffer Rule. The NCDOT asks that the dewatering of the
stream be authorized under a Section 404 NWP 33. The NCDOT will adhere to all
applicable Section 404 NWPs and Section 401 WQCs conditions. If you have any
questions or need additional information, please contact Ms. Robin M.Little at (252) 237-
6164.
Si
rJam?s H. Tro;don, III, P.E.
vision naineer
cc: Mr. David Franklin, USACE,Wilmington
Mr. John Dorney, NCDWQ, Raleigh
Mr. David Cox, NCWRC, Creedmoor
Mr. Garland Pardue, USFWS, Raleigh
Mr. Bryant Bunn, P.E., NCDOT Division Maintenance Engineer
Mr. Don Goins, P.E., Chief Engineer, Operations
Office Use Only: r?11 ?yForm Version April 2001
USACE Action ID No. DWQ No. 0 .1 U 6 2 U
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
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: NWP 14, 33
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: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Mr. James H. TroTdon, III, P.E., Division En. ine_er
Mailing Address: North Carolina Department of Transportation /Division 4
P.O. Box 3165
Wilson, NC 27895-3165
Telephone Number: (252) 237-6164 Fax Number: (252) 234-6174
E-mail Address: jtrodonndot.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:Ms. Robin M. Little
Company Affiliation:
Mailing Address: North Carolina Department of Transportation/Division 4
P.O. Box 3165
Wilson, NC 27895-3165
Telephone Number: (252) 237-6164 Fax Number: (252) 234-6174
E-mail Address: rmlittle@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 detailedsite 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 13 54, Camel i a Road
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN)
NA
4. Location
County: JOHNSTON Nearest Town: Benson/Four Oaks
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): 140 west to Exit 325, north 1.5
miles on SR 1356, left onto SR 1330, 0.8 miles to right onto SR 1354.
5. Site coordinates, if available (UTM orLat/Long): UTM 17 727375E 3923751N
(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 distinctwaterbody.)
6. Describe the existing land use or condition of the site at the time of this application: Rural,
residential.
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake): UT to Stony Fork DWQID # 27-
52-6-2 C NSW
9. River Basin: Neuse River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available athttp://h2o.enr.state.nc.us/admin/maw/.)
10. Describe the purpose of the proposed work: Grading drainage base paving and erosion
control to bring existing gravel road in compliance with standard safety design specifications,
replace culverts.
Page 4 of 12
11. List the type of equipment to be used to construct the project:
Heavy constriction equipment ( back hoe, track hoe excavator, dump truck)
12. Describe the land use in the vicinity of this project: Rural residential/agricultural mix.
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: NA
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
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-yearFloodplain**
(es/no) Distance to
Nearest Stream
linear feet
Type of Wetland***
11+75 -12+25 MC, G, E, D&D 0.04 no 600 PEM/PSS
33+50 MC, G, E, D&D 0.04 no 1700 PENI/PSS
List cacti impact separately and identity tmporary 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 stricture 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: //wuww•. fema. oo¢
*** 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: NA
Total area of wetland impact proposed: 0.08 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* LengQt of
Impact
(linear feet)
Stream Name** Average Width
of Strcam
Before Impact Perennial or
Intcnnittent?
(please secif )
17+75 160" CMP 60 UT to Stony Fork 5 Intermittent
" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associatedip-rap,
darns (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 (winamed 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
wuw.us s.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., Nv%vwJopozonc.con?
wwtiv.mal)gticsi.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 60
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of
bod
(if Water applicable) y 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
Page 6 of 12
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.
All wetlands or surface waters notaffected by the project will be protected from unnecessary
encroachment. No staging of construction equipment will be allowed in or near wetlands or
waters of the U.S. Sedimentation and erosion control Best Management Practices for the
protection of wetlands and surface waters will be enforced during project construction
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
Page 7 of 12
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/strm,ide.litnit
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 littp,!/t-- enrstate nc usr'??rp/index_ht?n. 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)
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
Page 8 of 12
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
Miti ation
1 0 3 0
2 0 1.5 0
Total 0 0
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.
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.
Page 9 of 12
Existing gravel road surface area will not be widened within riparian buffer. Temporary
dewatering and all appropriate best management practices for sediment and erosion control will
be implemented during pipe replacement
XH. 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.
XIH. Violations (DWQ Only)
Is this site in violationof 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).
- 2-z
Appli
(Aant/ bent's Signature Date
ge is si nature 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 Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Page 10 of 12
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: IQ 3 SCI- Date: O I
Applicant/Owner M I-1 County: o l,vts tu?l
Investigator: PJ.C bQl- State: L-4 C,
Do Normal Circumstances exist on the site? No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes Transect ID: _
Is the area a potential Problem Area? Yes ® Plot ID:
If needed, a lain on reverse.
VFr;FTOTInN
Dominant Plant S ecio Stratum
1-Antrid1harl_A-Ar
, Indicator
FACW Dominant Plant Species Stratum Indicator
9. --
t??li u
2J FkCW-0$ 10.
t FAC+ 11. -- -
4. 12.-
5. 13.
6. 14. - ---
7. -- 15 --- - -----
8. 18. - -
Percent of Dominant Species that are 0131„ FACW or FAC II C) O (0
(excluding FAC- .
Remarks:
41Y11Rn1 nrzy
- Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_ Stream, Lake, or Tide Gauge Primary Indicators:
_ Aerial Photographs _ Inundated
Other _?Saturatod in Upper 12 Inches
_
? No Recorded Data Availablo -Water Mhrks
_ Drift Lines
_ Sediment Depos Is
Field Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water. (in.) ? Oxidized Rod Channels in Upper 12 Inches
Water-Stained Leaves
Depth to Free Water in Pit (in.) ? Local Sol Survey Data
? FAC-Noutral Test
Depth to Saturated Soil: 10 (in.) . Other (Explain in Remarks)
Remarks: Ree_ l feA1,42 U, a4Ja(,(^,4 +D V"d t?e-d, upskf61 w v?
rn,? 6&d.
132 Appondix t3 Blank and Example Data Forms
<lA Iz -.z4 P. Z.
JVIVJ -
Map Unit Name b b
(Series and Phase): . J
oo 1 ra NCG
Drainage Class:
? ? ? V
Taxonomy (Subgroup): is Field Observations
??? + Confirm Mapped Type? es No
Profile Description:
Depth Matrix Color
(inches) Fbrimn imosell Moist/ (
Mottle Colors Mottle Abundance/ Toxture, Concretions,
Mnsell Moist) SIm/Contrast_ Structure. me
p rA I0 ?3?/_ ?a lrti
2- lt? AS log Z,
Hydric Soil Indicators:
_ Histosol
Histic Epipodon _ Concretions
_ Hgh Organic Content in Surface Layer in Sandy Soils
_
Sulfidic Odor Organic Streaking in Sandy Soils
_
_ Aquic Moisture Regime
Reducing Conditions Listed on Local Hydric Soils List
Listed on National Hydric Soils List
Gleyed or LoY6 Chroma Colors _ Other (Explain in Remarks)
Remarks:
n e\r•rrn??l?lAT1A AI
Flydrophytie Vegetation Present? 63 No (Circle) (Circle)
Wetland Hydrology Prosont? No
Hydric Soils Present? 45D No Is this Sampling Point Within a W otland? es No
Remarks:
.. un? icere ?in?
Appondix B Blank and Example Data Forms B3
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