20010706 Ver 1_More Info Received_20010419

01 0 7 0 6
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR
April 19, 2001
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
ATTENTION: Mr. Eric Alsmeyer
NCDOT Coordinator
SECRETARY
Subject: Wayne County, Pipe replacement at Bridge Maintenaice Site # 95-
2190 on SR 1101, southwest of Grantham, at Johnson Branch, a
tributary to Falling Creek in the Neuse River Basin.
Dear Mr. Alsmeyer:
The North Carolina Department of Transportation (NCDOT) proposes to perform
routine maintenance on the existing corrugated metal pipe arches (CMPA) located at
Johnson Branch on SR 1101. NCDOT proposes to replace two 48" by 68" CMPA, 40
feet in length, with two CMPA, 95" tall by 67" wide and 60 feet in length. The subject
maintenance pipe replacement is necessary to meet current hydraulic design specifications
and to upgrade degraded existing pipes.
The construction of the project is authorized under Section 404 Nationwide Permit
(NWP) 3, Maintenance. Notification for the use of this NWP to the USACE is required
for this project, as the project requires additional riprap to be used to stabilize the stream
banks and channel side slopes. By copy of this letter, courtesy notification to the North
Carolina Division of Water Quality (NCDWQ) for Section 401 Water Quality Certificate
(WQC) No. 3290 is provided for this project. NCDOT will comply with all conditions
associated with this NWP and WQC.
By copy of this letter, the North Carolina Department of Transportation (NCDOT) also
requests authorization under Nationwide Permit # 33 to temporarily dewater jurisdictional
waters during the subject maintenance pipe replacement. The subject project includes the
replacement of two 48" by 68" corrugated metal pipe arches (CMPA), 40 feet in length,
with two CMPA, 95" tall by 67" wide and 60 feet in length. The subject maintenance pipe
replacement is necessary to meet current hydraulic design specifications and to upgrade
Post Office Box 3165, Wilson, North Carolina 27895-3165
degraded existing pipe. 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.
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.
Temporary dewatering will occur during the pipe replacement activities in order to allow
construction in the stream channel. Sheet metal cofferdams are inserted downstream of
the subject pipe or culvert, with an opening to allow drainage within the work area. Sheet
metal cofferdams are then installed upstream of the subject pipe or culvert, temporarily
damming the flow in the stream. The final piece of sheet metal is then inserted to prevent
and disturbed sediments from impacting turbidity levels in the stream. The stream flow is
diverted by a pump around the work site and returned to the channel immediately
downstream of the cofferdams. Water pumped from the dewatered work zone is pumped
into a "Silt Bag" or across a vegetated area prior to allowing entry into the stream
channel. Usually, the entire process from installation to removal is completed within two
to five working days.
Minimal impacts to the stream, riparian buffer zone or adjacent wetlands occur as the
mechanical equipment works from the existing roadway, with the sheet metal lowered in
place by the excavator from the roadway. Minimal vegetation is disturbed during this
process and when removed, the sheet metal cofferdams are simply pulled out by the
excavator.
The subject project has been reviewed by the Environmental Officer and by the U.S. Fish
and Wildlife Service (USFWS) representative for the presence of listed threatened and
endangered species. The subject project has been determined to have no effect on any
listed threatened or endangered plant or animal species.
Please contact Ms. Robin Little at [phone] if you need additional information or if
you have any questions.
Sincerely,
rogdon, III, P.E.
4r. . David Franklin, USACE,Wilmington
John Dorney, NCDWQ, Raleigh
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: Form Version April 2001
o 1 0706
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 3, 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: E]
II. Applicant Information
Owner/Applicant Information
Name: Mr. James H. Trogdon, III, P.E., Division Engineer
Mailing Address: North Carolina Department of Transportation /Division 4
P.O. Box 3165
Wilson NC 27895-3165
Telephone Number_(252) 237-6164 Fax Number:. [phone]
E-mail Address: [e-mail]
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: Division Environmental Officer
Mailing Address: North Carolina Department of Transportation/Division 4 _
P.O. Box 3165
Wilson NC 27895-3165
Telephone Number: (_252) 237-6164 Fax Number: [phone]
E-mail Address: rmlittle2dot.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: Bridge # 95-2190, SR 1101
2. T.I.P. Project Number (NCDOT Only);
3. Property Identification Number (Tax PIN): NA
4. Location
County: WAYNE Nearest Town: Grantham/Dobbersville
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): 0.8 miles east of intersection of
SR 1101 with SR 1105, approx. 4.5 miles south of SR 1008.
5. Site coordinates, if available (UTM orLat/Long): UTM 17 753384E 3906886N
(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)
NA
8. Nearest body of water (stream/river/sound/ocean/lake): Johnson Branch, DWQ ID # 27-
54-2.5 C NSW, NEU 12 F26SW7
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 atiattp:/./h2o.enr.state.tic.us/admin/maps/.)
10. Describe the purpose of the proposed work: Replace existing degraded pipes with larger
pipes in order to accommodate hydraulic design flows and to improve structural integrity.
Page 4 of 12
11. List the type of equipment to be used to construct the project:
Heavy construction 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.
1. Wetland Impacts
Page 5 of 12
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***
0 no

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized eking, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both stricture and flooding.
** 100-Year floodplains are identified though the Federal Emergency Management Agency's (FEMA) Flood Insurance Rta 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://wwwJ`ema.gov
*** List a %vetland 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: NA
2. Stream Impacts, including all intermittent and perennial streams
Strcam Impact
Site Number
(indicate on ma)
Type of Impact* Lengtlt of
Impact
(linear feet)
Stream Name** Average Widtlt
of Stream
Before Impact Perennial or
Intemiiltent7
(please secif )
1 2 `95"I A 7' 60 Jolmson Branch 28 Perennial

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associatedp-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 (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
w-\vw.us-s.gow. Several intemet sites also allow direct download and printing of USGS maps (e.g., Nyw w.topozonc.conr,
ww%y.nrapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 60
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S.
Open Water Impact Area of Name of Waterbod
y Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, butare not limited to: fill, excavation, dredging,
flooding, drainage, bulldreads, 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 not affected by the project will be protected from unnecessary
encroachment. No staffing of constriction equipment will be allowed in or near wetlands or
waters of the U.S. Strict enforcement of 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
Page 7 of 12
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
htt : ih2o.znr.5tate_nc.iis/ncwetlands/strmgide_html
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite),.affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http:Uti2o.enr.state.nc.us/Nvrpiiridex.htiri. 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 (D`VQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No F1
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
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
(Neuse), 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 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.
XL Stormivater (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.
Temnorarv dewaterinQ and all appropriate best management practices for sediment and erosion
control will be implemented during pipe replacement.
Page 9 of 12
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.
NA
XIII. 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).

Ap ican gent's Signature Date
( t,ent's stb ature 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
Asheville, NC 28801-5006 Cabairus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingli am Wilson
US Army Corps Of Engineers Alleglaany Edgeconabe Lee Stokes Yadkin
6508 Falls of the Neuse Road Aslae Fruaklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Page 10 of 12
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s00D HEADwAJ I L
5'- 26'w X '_ 6'D

30'-
NCDOT SITE PLANS
tzSCALE: i= 0'
?pi1P
o? 11
? N.
(Name) (Due) ?'? o, r
l` Jw TvIa/
55'- I]'w X 7'-0'D
OUTL \
INLET OUTLET Y
ASPHALT- 0'-0' ASPHALT= 01-0' ?p N
TOP PIPE- 7'-r OR FV TOP PIPE= rr-r OR FILL 5hV'
STREANDED= n•-6' STREAMDEO= IS'-W TT
all, ?F'TI
BOTTOM PIPE= 12'-0' BOTTOM PIPE: I IF
RIP RAP W/
1.5-1 SLOPE
15' 351W X 71-6' VaT? ??? rt \G *'F
• ?T ?
f r
r r r
r r r
5'- 25'W X 9'-0'D
r r r r
r r r r
r
I r
r r r r
r r r r
r r r r
r 1 r r
95'X67• CM r r r
EOP
r r r r
, r r r
•i i i i 6O'CMP
r r r
I i r r
t 4'-0' + r r r r
r r -- ---------
r r r r
r r r r
19'-IO. r r r r
I r r r
r < r r < r
' o >c I r a r
r r r r
-? 4'-6' EOP. 2-I SLOPE ?.? . r r r r
Q5'-0'
- r r r I
r r r r
04-0. i i
r r r r
r r r r
r r r I
5'- 26'W X 384'D?
q•-D• ALUMINUM
h--36.00' ' HEADWALL
ALUMINUM
HEADWALL
IS'- 36'w X 3'-6'D GT%60'„-_
? C^R
?h
30•- 31'w X ]'-6'D
MLET
NCDOT SITE PLANS
SCALE: 1I= 2.6
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