20050754 Ver 1_Complete File_20050510

'4??? Michael P, Easley, Governor
William G. Ross Jr., Secretary
?G (s North Caroling Department of Environment and Natural Resources
a° Alan W. Klimek, P.E. Director
r
?A /V 2 , q Division of Water Quality
?o 4 7
OP lier, q.
usmt?
"STORAfVv, 6& 1Vr;h
DWQ Project No.: 050 7 5'?(-
County:
Marren
A.ppliamt: AleDoT z-,-Yd 5 TN C. /lance-
Project Name: S 2 //d D ?Sa Gr/,??t r c kJ), 421!(f Con d6 ylYr ?Qar V Cr,?
Date of UsLonce of 401 Water Quality Certification: 5-1110 10,1r-
Cetfiicate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and
any subsequent mudifications, the applicant is required to return this certificate to the 401/Wetlauds 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
1, T rv G. N4 r? eR '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 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and othe .
Signature: Date:
Agent's Certification
1, , 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 Mules, the approved plans and
specifications, and other supporting materials.
Signature:
Engineer's Certification
Partial Final
Date:
1. -- , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, fu11 time) the construction of the project, for the
Pertnittee 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,
Wc-hCarolina
Trenoportatlon Permitting Unh ,1adr ram r?
1654 Malt SeNlm Canter, Raleigh, North Carolina 27699-1650
2321 Crebtme Boulward. Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone]/ Intemet httyJih2o.enr.state.ne.us/newetlands
W ATF Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
?O pG North Carolina Department of Environment and Natural Resources
Gj 7 Alan W. Klimek, P.E. Director
] Division of Water Quality
o ?
May 10, 2005
Warren County
DWQ Project No. 050754
APPROVAL of 401 Water Quality Certification and TAR-PAMLICO RIVER RIPARIAN BUFFER
AUTHORIZATION
Mr. Jon G. Nance, P.E. Division Engineer
NCDOT, Division 5.
2612 N. Duke Street
Durham, NC 27704
Dear Mr. Nance:
You have our approval, in accordance with the conditions listed below, for the following impacts for the purpose of
replacement of a pipe conveying Rocky Creek on SR 1100 (Satterwhite Road) in Warren County.
Impact Stream Impacts - Concurrent Stream Impacts - Riparian Buffer Impacts (Square Feet)
Locations Permanent Fill Temporary Dewateririg-
(Linear Feet) (Linear Feet)
Site 1 38 80 4,684 (3,319 Zone 1 + 1,365 Zone 2)
The project shall be constructed in accordance with your application dated received May 4, 2005. After reviewing
your application, we have decided that the stream impacts and riparian buffer impacts described are covered by
General Water Quality Certification Numbers 3494 and 3366. This certification corresponds to the Nationwide
Permit 3 and the Nationwide Permit 33 issued by the Corps of Engineers. This approval is also valid for the Tar-
Pamlico Buffer Rules (15A NCAC 2B .0259). 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 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 2H.0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the
conditions listed in the attached certification.
1.) 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/Wedands Unit of the Division of
Water Quality upon completion of the project.
2.) All stormwater runoff shall be directed to sheetflow through stream buffers at nonerosive velocities, unless
approved otherwise by this certification.
3.) During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers.
NthCarohna
?6f?
Transportation Permitting Unit JVlltlrCQ??ZJ
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone]/ Internet: httn://h2o.enr.state.nc.us/ncwetlands
4
i
4.) Riparian vegetation must be reestablished4ithin the construction limits of the project by the end of the growing
season following completion of construction.
5.) The dimension, pattern and profile of the stream above and below the crossing should not be modified by
widening the stream channel or reducing the depth of the stream. Disturbed floodplains and strearps should be
restored to natural geomorphic conditions.
6.) Any riprap used must not interfere with thalweg performance and aquatic life passage during low flow
conditions.
7.) 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.
8.) Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited.
9.) The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts
to areas within the fencing are prohibited unless otherwise authorized by this certification.
10.) There shall be no excavation from or waste disposal into jurisdictional wetlands or waters associated with this
permit without appropriate modification of this permit. Should waste or borrow sites be located in wetlands or
stream, compensatory mitigation will be required since it is a direct\impact from road construction activities.
11.) Pursuant to NCACI5A 2B.0259(6), sediment and erosion control devices shall not be placed in Zone 1 of any
Tar-Pamlico River Buffer without prior approval by the NCDWQ. At this time, the NCDWQ has approved no
sediment and erosion control devices in Zone 1, outside of the approved project impacts, anywhere on this
project. Moreover, sediment and erosion control devices shall be allowed in Zone 2 of the buffers provided that
Zone 1 is not compromised and that discharge is released as diffuse flow.
12.) Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the likelihood of introducing other pollutants into the stream.
13.) Placement of culverts and other structures in waters, streams, and wetlands must be placed below the elevation
of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20 percent of the
culvert diameter for culverts having a diameter less than 48 inches, to allow low flow passage of water and
aquatic life. 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.
14.) If the above condition (#13) is unable to be met, due to bedrock or other limiting features, encountered during
construction, please discontinue activities and contact the NCDWQ for directions on how to proceed.
15.) No live or fresh concrete shall come into contact with waters of the state until the concrete has hardened
16.) 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 permit, except in the
immediate vicinity of the culverts.
17.) All work shall be performed during low or normal flow conditions.
18.) All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1.
19.) A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition, the
Water Quality Certification and all subsequent modifications, if any, shall be maintained with the Division
Engineer and the on-site project manager.
20.) For 80 linear feet of stream at Site 1 being impacted due to site dewatering activties, the site shall be graded to
its preconstruction contours and revegetated with native vegetation.
21.) All protected riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored
to the preconstruction contours and revegetated with native woody species upon completion of the project
construction. A post-construction as-built with the restoration activities included shall be submitted to the
DWQ no later than 60 days after the project is closed out by the Department of Transportation.
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 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 contact Christina Breen at [phone].
cer ly,
' C
an t limek, P.E.
JEH/cmb
Attachment
cc: Mr. Eric Alsmeyer, US Army Corps of Engineers, Raleigh Field Office
Mr. Chris Murray, Division 5 Environmental Officer, 2612 N. Duke Street, Durham, NC 27704
NC DWQ Raleigh Regional Office
Central Files
File Copy
cACorrespondence\2005 SR Projects\DWQ050755\051005wgc.doc

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
April 29, 2005
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27609 f1 5 0 7 5 4
10K*1
sa STATf o / ??
O,p?lypGy G? t`s`
Attention: Mr. Eric Alsmeyer, NCDOT Coordinator
Subject: Proposed maintenance improvements to a structure conveying Rocky
Creek on SR 1100 (Satterwhite Road) in Warren County. WBS element
513.209311, STAT 10# 9800365.
The North Carolina Department of Transportation (NCDOT) proposes to replace
a pipe conveying Rocky Creek on SR 1100 (Satterwhite Road) in Warren County
(Figures 1 -2). PAYMENT
Impacts to Waters of the United States
RECEIVED
The project crosses a perennial stream, Rocky Creek, [NCDENR-DWQ Index No. 28-79-3,
Best Usage Classification C NSW; HUC 03020102] (Figure 2) in the Tar-Pamlico River
Basin. The existing structure that conveys the creek is a 60-inch corrugated metal pipe that is
40 feet long (see Photograph 1). This existing structure is rusted, undersized, and has resulted
in a large blowhole at the outlet. Please note that the outlet of the proposed structure will be
located inside the limits of this blowhole making it impractical to bury the pipe one foot in
the stream bed that now exists at the bottom of the blowhole. Therefore, NCDOT will set the
invert of the pipe one foot below the "theoretical" streambed elevation taken from projection
of the streambed grade from further down stream back into the blowhole. NCDOT hydraulics
unit has indicated that the increase in diameter of the proposed structure will reduce the water
velocity and cause sediment to accumulate in the blowhole and eventually fill up over time to
match the surrounding stream bed.
The NCDOT proposes to replace the existing structure with a 112" x 75" corrugated metal
pipe arch that is 60 feet long. During the construction of the project, the NCDOT proposes to
temporarily dewater the work zone for approximately 2 weeks. This will involve the
temporary placement of sheet piling in the creek 20 feet upstream and 60 feet downstream of
the existing pipe. These locations were chosen by the Bridge Maintenance Engineer as
optimal to facilitate dewatering. To maintain water flow during construction, water
upstream of the sheet piling will be temporarily pumped out by a hose and conveyed
downstream of the construction activity where it will be allowed to filter through
Division 5, 2612 N. Duke Street, Durham, NC 27704
Phone: [phone] Fax: [phone]
2
vegetation before flowing into the stream. The effluent from the work area will be
pumped into a prefabricated silt bag allowing water to slowly filter out of the bag in a
dispersed matter and the sediment to be captured in the bag. Once the stream has been
dewatered, the pipe will be replaced. The sheet piling will be removed after construction.
Permanent impacts at the site associated with the replacement of the structure involve a total
of 20 feet of surface water fill and 18 feet of rip rap placed along the streambank to protect
the structure. Temporary impacts will include the dewatering of 80 feet of stream (38 feet
concurrent as well as 42 additional feet).
Riparian Buffer
Construction at this site involves a road crossing of a stream that is subject to the
Tar-Pamlico,Riyer- Riparian Buffer Rules. Rocky Creek at Site 1 is depicted on the most
recent version of the Middleburg (USGS 1970/1982) topographic quadrangle (Figure 1).
Construction impacts at this site total 3,319 ft` in Zone 1 and 1,365 ft2 in Zone 2 (totaling 80
linear feet of riparian buffer impacts). Please note that impacts associated with installation of
the sheet piling and special stilling basin (silt bag) are included as part of these totals. Based
on the impacts to the riparian buffer at this site, this crossing is ALLOWABLE.
Waters of the U.S. Mitigation
Avoidance: All wetlands and 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 wetlands or near 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 these sites.
Compensatory Mitigation: Unavoidable impacts to 20 linear feet of stream associated
with this project will be mitigated (at a 2:1 ratio) by providing 40 linear feet of warm
water stream restoration equivalent in the Tar-Pamlico River Basin (Hydrologic
Cataloging Unit 03020102). All compensatory mitigation requirements will be
assimilated on a quarterly basis and provided to the Ecosystem Enhancement Program
(EEP) for their acceptance with a copy provided to the USACE for verification and
accounting purposes.
Protected Species
Plants and animals with federal classifications of Endangered, Threatened, Proposed
Endangered and Proposed Threatened are protected under provisions of Section 7 and
Section 9 of the ESA. As of January 29, 2003, there are two federally protected species
listed for Warren County. They include dwarf wedgemussel (Alasmidonta heterodon) and
the Tar spinymussel (Elliptio steinstansana). A mussel survey was conducted at this
crossing by biologists with Alderman Environmental Services, Inc. on 04/05/05 with a
finding of no habitat is present for mussel fauna and no protected mussels were observed
1 *1

during that survey. Additionally, a review of the Natural Heritage Program database (last
updated April 2005) revealed no occurrences of protected species within the project area.
Therefore, based on lack of suitable habitat observed during the site visit and the NHP
database review, biological conclusions of No Effect have been rendered for each
species.
Summary
The NCDOT proposes to replace the existing structure with larger sized pipe. Permanent
impacts at the site associated with the replacement of the structure involve a total of
20 feet of surface water fill and 18 feet of rip rap placed along the streambank to protect
the structure. The work zone will be dewatered for approximately 2 weeks. Temporary
impacts to the stream from this activity will result in the dewatering of 80 linear feet of
stream. The sheet piling will be removed after construction. Riparian buffer impacts at
Site 1 associated with this maintenance activity total 3,319 ft2 in Zone 1 and 1,365 ft2 in
Zone 2 (totaling 80 linear feet of riparian buffer impacts). Based on the impacts to the
riparian buffer at this site, this crossing is ALLOWABLE.
Application is hereby made for a Department of the Army Section 404 Nationwide
Permit (NWP) 3, NWP 33, and NCDENR-DWQ Section 401 Water Quality Certification
(WQC) No. 3494, WQC No. 3366, and riparian buffer authorization for above-described
activities. An automated payment procedure has been implemented between the NCDOT
and NCDWQ. This procedure will enable the Division to apply for the 401 WQC without
submitting a check for this permit application. This procedure will provide payment to
the NCDWQ by charging the permit application fee of $200.00 directly to the appropriate
NCDOT WBS element 513.209311, STAT IO# 9800365. A pre-construction notification
is attached with this request. If you have any questions or need additional information,
please contact Ms. Heather Montague at [phone].
Sin el
Jo &.an, E.
Division Engineer
cc: Nicole Thomson, NCDWQ
Dallie Bagwell, NCDOT
Earl Bell, NCDOT
Katie Simmons, NCDOT

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Photo 1. View of stream downstream of roadway.

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USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or ".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 3 and NWP 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
If your,project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: NCDOT Division 5 Jon G. Nance
Mailing Address: 2612 N. Duke St. Durham NC 27704
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: JNancePa dot.state.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 1 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: Proposed replacement of a structure conveying Rocky Creek on SR 1100
(Satterwhite Road) in Warren County.
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):
4. Location
County: Warren Nearest Town: Manson
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From Manson take
SR 1102 (Collins Road) East approximately 0.5 mile. then make a rip-ht onto SR 1100
(Satterwhite Road) and travel South approximately 0.4 mile to project site.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36.4158 °N 78.2774 °W
6. Property size (acres): 0.20 acre
7. Name of nearest receiving body of water: Rocky Creek
8. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site is surrounded by wooded areas and agricultural land.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
NCDOT will replace the existing structure at Sitel. The NCDOT will also dewater the work
zone during construction. Equipment may include excavator, backhoe, bulldozer, grader, and
crane.
11. Explain the purpose of the proposed work: The existing structure is rusted, undersized, and
has a large blowhole at the out end.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any 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.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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. Provide a written description of the proposed impacts: The NCDOT will replace the
existing structure at Site 1 with a longer pipe The NCDOT will also dewater the work zone
during construction
Page 3 of 8
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
s aratel list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) ( es/no) (linear feet
N/A

Total Wetland Impact (acres) N/A
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multi ly length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact
Intermittent? Stream Width Length Impact
(indicate on ma) Before Impact (linear feet (acres)
Site 1 Rocky Creek Fill (piped length) Perennial 14 20 0.006
Rip rap armoring 18 N/A
along stream bank
F Temporary 80 N/A
dewatering
Total Stream Impact (by length and acreage) 80 0.006
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation, dredging. flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)

N/A

Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.006
Wetland Impact (acres): NONE
Open Water Impact (acres): NONE
Total Impact to Waters of the U.S. (acres) 0.006
Total Stream Impact (linear feet): 80
Page 4 of 8
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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 and surface
waters not affected by construction will be protected from unnecessary encroachment during
construction Strict enforcement of Best Management Practices for the protection of wetlands
and surface waters will be enforced during construction Only the smallest amount of fill
necessary to complete the project will be placed in waters of the United States.
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 January 15, 2002, 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
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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 NCEEP 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
hilp://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Unavoidable impacts to 20 linear feet of stream associated with this project will be mitigated
(at a 2:1 ratio) by providing 40 linear feet of warm water stream restoration equivalent in the
Tar _ Pamlico River Basin (Hydrologic Cataloging Unit 03020102). All compensatory
mitigation requirements will be assimilated on a quarterly basis and provided to the
Ecosystem Enhancement Program (EEP) for their acceptance with a copy provided to the
USACE for verification and accounting purposes.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/yn/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 40 ft
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
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2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", 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.
Site 1
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3,319 3 (2 for Catawba)
2 1,365 1.5
Total 4,684
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
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the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. There is 0.04 acre existing impervious surface
with the 0.20 acre project site. No additional impervious surface is proposed with this
maintenance pipe replacement project. Erosion and sediment control devices at this site are
comprised of temporary silt fence and special stilling basin (silt bag)
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
This project will not generate wastewater.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. 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).
t?
Appli nt/Agent's Signature ' / Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
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