HomeMy WebLinkAbout20041158 Ver 1_Complete File_20040716r
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
July 14, 2004
Ms. Beth Barnes
Wetlands/401 Unit
NC DENR Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699
(Courtesy Notification, Two Copies)
Mr. John Thomas A US Army Corps of Engineers o41158
6508 Falls of the Neuse Suite 120
Raleigh, NC 27615-6814
(Two Copies)
C-=>l'-1 r-
LYNDO TIPPEW
SECRETARY
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- --Subject: Rockingham County, Bridge Replacement on Garrett Road (SR 1501) Bridge -# 184_-_
Project Number # 78.207911
To Whom It May Concern:
The North Carolina Department of Transportation (NCDOT) proposes to replace a structurally
deficient bridge with a new Aluminum Box Culvert on Concrete Footings on Garrett Road in order
to maintain traffic safety. The bridge site crosses Popular Branch Creek which is a tributary of
Matrimony Creek off of the Dan River in Rockingham County. In an effort to obtain the necessary
permits for the subject bridge replacement, we are providing a pre-construction notification
application with supporting documentation. An off-site detour is proposed during construction of
the new bridge and approaches will remain in the existing alignment. We believe this project can be
permitted under the Nationwide Permits 3 and 33.
Mussel pre-screenings were conducted on June 17, 2004 by Jason Mays and Mike Sanderson. It
was determined that the site had low probability of supporting mussel fauna and was approved for a
mussel screening carried out by NCDOT personnel. Substrate was mainly bedrock and shifting
sand with little habitat suitable for mussel fauna. Therefore a biological conclusion of "No Effect"
was issued for the James spinymussel (see attached letter).
The following information is being provided to satisfy conditions of General Water Quality
Certification.
P. O. Box 14996 Greensboro, NC 27415-4996
Telephone No. (336) 334-3192 Fax No. (3361334-3637
PROJECT INFORMATION
Road Name SRNumber Project Length
miles Classification
Garrett Road SR 1501 N/A Rural
River Basin: DWQ
ID Water Quality
Designation % Impervious
Surface
Roanoke 22-38-4 WS-IV N/A
Buffer Rulesa Buffer Rule Conditions where applicable)
Yes Request Exemption
Protected Species
Presentb Mapped Historic
Properties' CAMA
AEC Essential Fishery
Habitat
No(See attached
letters No No No
a Separate documentation attached as needed: b See the attached Endangered
Species Review Sheet for further information: c When Applicable - See the attached
Historic Review Letter for further information
BRIDGE REPLACEMENT INFORMATION
Site Garrett Road Stream Type Perennial
Station of
Existing 26ft Long X 23ft Wide Proposed 26ft Long X 45ft
-Bridge--- Bridge Wide(length along the
stream
Construction Place bottomless Aluminum Box Dewatering Coffer Dams, during
Method Culvert on concrete footings Device* construction of concrete
outside of stream footings
Burial Depth N/A E/C Plan
Date
Construction As soon as practicable Duration One week
Date
Impacts ft. 22 linear ft-shaded; 30 linear ft-rip-rap; 60 linear ft -tSTR2rary impacts
Special
Conditions
Restoration Within 15 working days of the pipe replacement the natural stream contours
Plan will be restored and seeded. Temporary silt screens will be cleaned and
removed following vegetation establishment.
RCP = reinforced concrete pipe; CMP = Corrugated metal pipe; CMPA = Corrugated metal pipe arch; E/C = Erosion
control. *A less intrusive dewatering device may be used in lieu of the one proposed.
P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. (336) 334-3192 Fax No. (336) 334-3637
MINIMIZATION INFORMATION
Impacts will be minimized by strict enforcement of Best Management Practices for the protection of
surface waters and wetlands, restrictions against the staging of equipment in or adjacent to waters
of the US, and coordination (including a pre-construction meeting) with the Division Environmental
Officer.
MITIGATION INFORMATION
Stream mitigation is not anticipated, as the impacts to any individual stream do not exceed 150 feet
Wetland mitigation is not anticipated, as wetland impacts do not exceed 0.10 acres and do not
occur in a unique natural wetland.
APPLICATION INFORMATION
Enclosed please find the Pre-construction Notification Form and supporting documentation for the
above referenced project. If you have any questions or need any additional information, please
contact Dennis Johnson at (336) 375-5589 or Jerry Parker at (336) 256-2063. Your time and effort
are appreciated.
Sincerely,
J. r. J.-y-n. -7?de& (P
M. Mills, P.E.
Division Engineer, Division 7
Enclosures
CC: Jerry Parker. NCDOT
Dennis Johnson, Bridge Maintenance NCDOT
Barry Harrington, NCDOT
Herbert McDowell, NCDOT
Sue Homewood, DWQ
P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. (336) 334-3192 Fax No. (336) 334-3637
Office Use Only: 0 41 1 5 8 Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. 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
X 401 Water Quality Certification
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: X
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. 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: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Mr. J.M. Mills, P.E, Division Engineer - Division 7 .
Mailing Address: P.O. Box 14996
Greensboro NC
Telephone Number: (336) 334-3192 Fax Number: (336 ,334-3673
E-mail Address: mmills(_.?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: Jerry A. Parker
Company Affiliation: NCDOT
Mailing Address: P.O. Box 14996
Greensboro NC
Telephone Number: (336) 256-2063 Fax Number:(336)334-4149
E-mail Address: jparker@dot.state.nc.us
Page 1 of 9
M. 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: Replacement of Rockingham County Bridge #184 on Garrett Road (SR
1501)
2. T.I.P. Project Number or State Project Number (NCDOT Only): 711.207911
3. Property Identification Number (Tax PIN): Not Applicable
4. Location
County: Rockingham Nearest Town: Eden
Subdivision name (include phase/lot number): Not Applicable
Directions to site (include road numbers, landmarks, etc.):
The project is northwest of Eden off NC 87. From I-85/40 in Greensboro take US 29 and
head north towards Reidsville for approximately 19 miles to NC 14 which is just north of
Reidsville. Take NC 14 west through Eden for approximately 17 miles to NC 87 (crossing
the Dan River and Smith River along the way). Turn left on SR 1605 approximately one
mile after crossing the Smith River bridge and go 0.3 miles to SR 1501 (Garrett Road). Turn
right on Garrett Road and go approximately 1.3 miles to the site.
5. Site coordinates, if available (UTM or Lat/Long):_ See Attached Map
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Not Applicable
7. Nearest body of water (stream/river/sound/ocean/lake):, Popular Branch Creek
8. River Basin: Roanoke
Page 2 of 9
(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/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Rural residential and farmland
10. Describe the overall project in detail, including the type of equipment to be used:
The project will involve the replacement of a structurally deficient timber bridge with a
bottomless Aluminum Box Culvert placed on concrete footings. A coffer dam will be utilized
during the construction of the concrete footings in order that they may be constructed in the
da Equipment used will be standard road construction equipment (trackhoe grader,
backhoe and bulldozer).
11. Explain the purpose of the proposed work: To replace a structurally deficient bridge.
Replacement is necessary in order to bring the structure up to standard specifications.
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.
Not Applicable
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.
Not Applicable
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
Page 3 of 9
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: The Department does not anticipate
permanent stream impacts during construction of the bridge because the concrete footings that
will s upport the box culvert will be placed parallel and on both sides of the stream but not in the
stream A pum.,p around or diversion channel will not be necessary during construction since
work will be performed outside of the stream The area for the concrete footings will be
excavated after demolition of the old bridgrLe. Any water entering the excavated area will be
pumped into a silt bag which will be located within the ROW and outside of any wetlands.A
temporary coffer dam will be used to keep water out of the work area where the concrete
footings for the Aluminum Box Culvert will be constructed. Permanent impacts will result from
the placement of rip-rap at each end of the new structure to help stabilize the stream banks. No
riprap is proposed to be placed within the stream. Within 15 working days of the activity, all
temporary_structures will be entirely removed and natural stream contours will be restored and
seeded Best Management Practices will be utilized during the demolition of the old bridge and
construction of the new bridge
1. Individually list wetland impacts below:
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***
N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not lmutea to: mecnanizea ciearin& graamg, my
excavation, flooding, ditching(dramage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvww.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: Not Applicable.
Total area of wetland impact proposed: Not Applicable
2. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Impact lease specify)
22ft
Bridge #184 Bridge (covered)
60ft (tmp)
Poplar Branch Creek
15 to 20 ft
Perennial
Garrett Road replacement 30ft(rp)
Page 4 of 9
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usas.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: No permanent direct
impacts to the stream are anticipated. An additional 22 linear feeet of shading is anticipated
due to the increased width of the aluminum box culvert. Best Management Practices will be
utilized during the demolition of the old bridge W rap will be placed along the banks of the
stream in the bridge area for bank stabilization purposes, but no riprap is proposed to be in
the stream.
3. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
on ma
Type of Impact Area of
Impact
(acres}
Name of Waterbody
(if applicable) Type of Waterbody
pond, estuary, sound,
(lake,
bay, ocean, etc.)
N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Not Applicable
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Not Applicable
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
Page 5 of 9
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed activity is being conducted to replace a structurally deficient structure and insure
the public safety Temporary impacts will be minimized by strict enforcement of Best
Management Practices for the protection of wetland and surface waters, restrictions against the
staging; of equipment in or adjacent to waters of the US and coordination with the Division
Environmental Officer.
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
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state.nc.us/ncwetlands/strmgide. 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.
A finding ? of insignificant impact is anticipated, therefore, a mitigation plan is not provided.
Permanent stream impacts will result from an additional 22 feet of shading from the
Aluminum Box Culvert. No Outstanding Resource Waters, federally protected species or
Page 6 of 9
their habitats or essential fishery habitats occur in the project area (see attached mussel
survey letters). The project is not located in a High Quality Water.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
(919) 733-5208 to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o,enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): Not Applicable
Amount of buffer mitigation requested (square feet): Not Applicable
Amount of Riparian wetland mitigation requested (acres): Not Applicable
Amount of Non-riparian wetland mitigation requested (acres): Not Applicable
Amount of Coastal wetland mitigation requested (acres): Not Applicable
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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, can the SEPA
coordinator at (919) 733-5083 to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (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.
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
Page 7 of 9
Yes
Identify the square
mitigation is reg4
multipliers.
No X If you answered "yes", provide the following information:
feet and acreage of impact to each zone of the riparian buffers. If buffer
red calculate the required amount of mitigation by applying the buffer
Zone* Impact
(square feet Multiplier Required
Mitigation
1 N/A 3
2 N/A 1.5
Total N/A
* 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.
Not Applicable
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The nronosed activity involves the replacement of an existing structure with no addition to the
travel lane: therefore the percent new impervious surface equals 0%. Because the percent new
impervious surface is less than 30% stormwater controls are not being provided.
XH. 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.
Not Applicable
XHL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Page 8 of 9
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
MI-V PIE rg
\J Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
?VIyMI'?•
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTAMN
MICHAEL F. EASLEY LYNDo TIPPETT
GOVERNOR SECRETARY
June 21, 2004
Memorandum To: Jerry Parker, DEO Division 7
From: Jason W. Mays, Environmental Specialist
Office of Natural Environment
Subject: Endangered species survey report for replacement of Rockingham
County bridge #184, Garrett Road crossing of Poplar Branch
Creek, tributary to the Matrimony Creek, Dan River Subbasin.
This message addresses the Federally Endangered James spinymussel
(Pleurobema collina), listed by the US Fish and Wildlife Service as occurring in
Rockingham County. Division 7 (NCDOT) proposes replacing bridge # 184 on Garrett
Road (SR 1501) over Poplar Branch Creek in Rockingham County.
This site was pre-screened by permitted biologists and appropriate resource
agencies. It was determined that the site had low probability of supporting mussel fauna
and was approved for a mussel screening carried out by NCDOT personnel. Office of
Natural Environment, Environmental Specialists Jason Mays and Mike Sanderson visited
the site on June 17, 2004.
During 1.0 hour of search time no mussels were encountered. It was noted that
the stream had significant bank erosion up and downstream of the bridge. The stream had
recently been subject to a very significant high water event and storm water had caused
lots of erosion and scouring, especially in the 100 m directly downstream of the bridge.
Substrate was mainly bedrock and shiffing sand with little habitat suitable for mussel
fauna.
Biological Conclusion for James spinymussel: No Effect.
Survey qualifications of Primary Investigators are found below:
Investigator: Michael Sanderson, Environmental Biologist
Education: B.S. Fisheries and Wildlife Science, North Carolina State University
Experience: Environmental Biologist, NCDOT, April 2004 - present
Wildlife Research Biologist, Down to Earth Environmental,
February - June, 2003
MAILING ADDRESS: TELEPHONE: 919-733-3141 LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: 919-733-9794 TRANSPORTATION BUILDING
PROJECT DEVELOPMENTAND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE. WWW.DOH.DOT.STATE.NC.US RALEIGH NC
Wildlife Research Technician, NC Cooperative Fish and Wildlife
Research unit, October, 1991-March 1999
Biological Science Technician (Wildlife), US Fish and Wildlife
Service, April 1995-April 1997
Expertise: Bird surveys, behavioral analysis, habitat use/evaluation, Section 7
field investigations, protected species (terrestrial/aquatic) surveys
Investigator: Jason Mays, Environmental Specialist, NCDOT, March 2004-
present
Education: B.S. Biological Sciences minor Chemistry, UNC Chapel Hill
2002
Experience: UNC Dept of Biological Sciences Research Technician Dec 2000
May 2002
NCWRC Field Biologist May 2002-October 2003
Expertise: Section 7 field investigations, protected species (terrestrial/aquatic)
surveys, Wetland delineation/ determination, GIS studies.
N.C. D.O.T.
BRIDGE MAINT. DEPT,
3?a? - la3?l - S'6/ a
Roakinghom Co. EROSION CONTROL SEQUENCE
330-634.5610 ?APE STREAM NAME
FEAR RIVER BASIN PRONG MA NY CREEK
Bridge # 164 -?_
SR 11801 O n d Rd.
PROJECT No. T?.$01l19
DiESCRIPTION: REMOVE EXISTING BRIDGE AND REPLACE WITH
1 4 21Y » 2" X 8'- 5" ALUMINUM BOX CULVERT
1 AW 10 BRIDGE
2 PtAok , . 3Tl? AT EDGE OF STREAM FOR COFFER DAM
3 E)r*4" AMA FOR F'OOTIN G #1 TO REQUIRED DEPTH
4 .?ftM. LEVELING PAD.
5 C6NWhk CT FORMS FOR FOOTING # 1 AND POUR CONCRETE.
8 EXCAVA AREA FOR FOOTING # 2 TO REQUIRED DEPTH.
7 INSTALL SILT FENCE AS NEEDED AND PUMP EXCESS WATER INTO SILT BAG.
8 p m LEVELING PAD.
FARMS FOR FOOTING #2 AND POUR CONCRETE.
10 WMN?OUAR BOX CULVERT,
11 ' AND SKULDERS.
12 FADNC AND RIP RAP AS NEEDED.
13 8E D AREAS AFTER PAVING.
APPROXIMAYE P%6JWT START DATE 9/712044
PREPARED BY W. D.
Wdkim TRANSPORTATION SUPV. DATE 3/29/2004
APPROVAL DN, ; ENQ, DATE_ 3-30-f7q
err uJr A_rJJ GJJ. LJ AJi JVJ1JVff 19.J UVYYGIY1 YVVf?Ifl "i-iUt Cl.y
Rooklr*hWnC.o. SEQUENCE 1
8rldg 0164
I D Rt' S' TRFAM WITH COFFER DADA
SR 150 2 EXCAVATI FOR FOOTING # 1
Geerat! Rd,
3 INSTALL SILT FENCE AS NEEDED AND PUMP EXCESS WATER INTO SI LT 8µ.u
4 POUR CONCRETE LEVELING PAD,
5 CONSTRUCT FORL43 FOR FOOTING#1 AND POUR CONCRETE.
jcornell
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
July 14, 2004
Ms. Beth Barnes
Wetlands/401 Unit
NC DENR Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699
(Courtesy Notification, Two Copies) O A 115'8
Mr. John Thomas `F
US Army Corps of Engineers
6508 Falls of the Neuse Suite 120
Raleigh, NC 27615-6814
(Two Copies)
LYNDO TIPPETT
SECRETARY
- ---Subject: Rockingham County, Bridge Replacement on Garrett Road (SR 1501) Bridge # 184
Project bomber # 73.207911
To Whom It May Concern:
The North Carolina Department of Transportation (NCDOT) proposes to replace a structurally
deficient bridge with a new Aluminum Box Culvert on Concrete Footings on Garrett Road in order
to maintain traffic safety. The bridge site crosses Popular Branch Creek which is a tributary of
Matrimony Creek off of the Dan River in Rockingham County. In an effort to obtain the necessary
permits for the subject bridge replacement, we are providing a pre-construction notification
application with supporting documentation. An off-site detour is proposed during construction of
the new bridge and approaches will remain in the existing alignment. We believe this project can be
permitted under the Nationwide Permits 3 and 33.
Mussel pre-screenings were conducted on June 17, 2004 by Jason Mays and Mike Sanderson. It
was determined that the site had low probability of supporting mussel fauna and was approved for a
mussel screening carried out by NCDOT personnel. Substrate was mainly bedrock and shifting
sand with little habitat suitable for mussel fauna. Therefore a biological conclusion of "No Effect"
was issued for the James spinymussel (see attached letter).
The following information is being provided to satisfy conditions of General Water Quality
Certification.
P. O. Box 14996 Greensboro, NC 27415-4996
Telephone No. (336) 334-3192 Fax No. (336) 334-3637
PROJECT INFORMATION
Road Name SR Number Project Length
miles Classification
Garrett Road SR 1501 N/A Rural
River Basin: DWQ
ID Water Quality
Designation % Impervious
Surface
Roanoke 22-38-4 WS-IV N/A
Buffer Rulesa Buffer Rule Conditions where applicable)
Yes Request Exemption
Protected Species
Presentb Mapped Historic
Properties' CAMA
AEC Essential Fishery
Habitat
No(See attached
letters No No No
a Separate documentation attached as needed: b See the attached Endangered
Species Review Sheet for further information: c When Applicable - See the attached
Historic Review Letter for further information
BRIDGE REPLACEMENT INFORMATION
Site Garrett Road Stream Type Perennial
Station e0
Existing 26ft Long X 23ft Wide Proposed 26ft Long X 45ft
---Bridge---- - - - --.. ----- --- - -: --, --- - - Bridge Wide(length along the
stream
Construction Place bottomless Aluminum Box Dewatering Coffer Dams, during
Method Culvert on concrete footings Device* construction of concrete
outside of stream footings
Burial Depth N/A E/C Plan
Date
Construction As soon as practicable Duration One week
Date
Impacts ft. 22 linear ft-shaded; 30 linear ft-ri -ra ; 60 linear ft -tSM-porary impacts
Special
Conditions
Restoration Within 15 working days of the pipe replacement the natural stream contours
Plan will be restored and seeded. Temporary silt screens will be cleaned and
removed following vegetation establishment.
RCP = reinforced concrete pipe; CMP = Corrugated metal pipe; CMPA = Corrugated metal pipe arch; EX = Erosion
control. *A less intrusive dewatering device may be used in lieu of the one proposed.
P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. (336) 334-3192 Fax No. (336) 334-3637
MINIMIZATION INFORMATION
Impacts will be minimized by strict enforcement of Best Management Practices for the protection of
surface waters and wetlands, restrictions against the staging of equipment in or adjacent to waters
of the US, and coordination (including a pre-construction meeting) with the Division Environmental
Officer.
MITIGATION INFORMATION
Stream mitigation is not anticipated, as the impacts to any individual stream do not exceed 150 feet
Wetland mitigation is not anticipated, as wetland impacts do not exceed 0.10 acres and do not
occur in a unique natural wetland.
APPLICATION INFORMATION
Enclosed please find the Pre-construction Notification Form and supporting documentation for the
above referenced project. If you have any questions or need any additional information, please
contact Dennis Johnson at (336) 375-5589 or Jerry Parker at (336) 256-2063. Your time and effort
are appreciated.
Sincerely,
I -M, (P
r. J.M. Mills, P.E.
Division Engineer, Division 7
Enclosures
CC: Jerry Parker. NCDOT
Dennis Johnson, Bridge Maintenance NCDOT
Barry Harrington, NCDOT
Herbert McDowell, NCDOT
Sue Homewood, DWQ
P. O. Box 14996 Greensboro, NC 27415-4996 Telephone No. (3361334-3192 Fax No. (336) 334-3637
Office Use Only: ((?? Form Version May 2002
USACE Action ID No. DWQ 15.4 115 8
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. 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
X 401 Water Quality Certification
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: X
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. 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: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Mr. J.M. Mills P.E. Division Engineer - Division 7
Mailing Address: P.O. Box 14996
Greensboro NC
Telephone Number: (336) 334-3192 Fax Number: (336 334-3673
E-mail Address: mmillsna.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: Jerry A. Parker
Company Affiliation: NCDOT
Mailing Address: P.O. Box 14996
Greensboro. NC
Telephone Number: (336) 256-2063 Fax Number: (336)334-4149
E-mail Address: _j12arker@.dot.state.nc.us
Paget of 9
M. 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: Replacement of Rockingham County Bridge #184 on Garrett Road (SR
1501)
2. T.I.P. Project Number or State Project Number (NCDOT Only): 711.207911
3. Property Identification Number (Tax PIN): Not Applicable
4. Location
County: Rockingham Nearest Town: Eden
Subdivision name (include phase/lot number): Not Applicable
Directions to site (include road numbers, landmarks, etc.):
The project is northwest of Eden off NC 87. From 1-85/40 in Greensboro take US 29 and
head north towards Reidsville for approximately 19 miles to NC 14 which is just north of
Reidsville. Take NC 14 west through Eden for approximately 17 miles to NC 87 (crossing
the Dan River and Smith River along the way). Turn left on SR 1605 approximately one
mile after crossing the Smith River bridge and go 0.3 miles to SR 1501 (Garrett Road). Turn
right on Garrett Road and go approximately 1.3 miles to the site.
5. Site coordinates, if available (UTM or Lat/Long): See Attached Map
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): Not Applicable
7. Nearest body of water (stream/river/sound/ocean/lake): Popular Branch Creek
8. River Basin: Roanoke
Page 2 of 9
(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/mE .)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Rural residential and farmland
10. Describe the overall project in detail, including the type of equipment to be used:
The project will involve the replacement of a structurally deficient timber bridge with a
bottomless Aluminum Box Culvert.placed on concrete footings A coffer dam will be utilized
during the construction of the concrete footings in order that they may be constructed in the
dr. Equipment used will be standard road construction equipment (trackhoe, grader,
backhoe and bulldozer}
11. Explain the purpose of the proposed work: To replace a structurally deficient bridge.
Replacement is necessary in order to bring the structure up to standard specifications.
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.
Not Applicable
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.
Not Applicable
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
Page 3 of 9
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: The Department does not anticipate
permanent stream impacts during construction of the bridge because the concrete footings that
will support the box culvert will be placed parallel and on both sides of the stream but not in the
stream. A pump around or diversion channel will not be necessary during construction since
work will be performed outside of the stream. The area for the concrete footings will be
excavated after demolition of the old bridge Any water entering; the excavated area will be
pumped into a silt bag which will be located within the ROW and outside of an y wetlands.A
temporary coffer dam will be used to keep water out of the work area where the concrete
footings for the Aluminum Box Culvert will be constructed. Permanent impacts will result from
the placement of rip-rap at each end of the new structure to help stabilize the stream banks. No
riprap is proposed to be placed within the stream. Within 15 working days of the activity, all
temporary structures will be entirely removed and natural stream contours will be restored and
seeded Best Management Practices will be utilized during the demolition of the old bridge and
construction of the new bridge
1. Individually list wetland impacts below:
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***
N/A
* List each impact separately and identity temporary impacts. impacts mclum, but are not iumtea to: mecnantzea cteanng, gm mg, n??,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://Nvww.fenia.„ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: Not Applicable.
Total area of wetland impact proposed: Not Applicable
2. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leases eci
fy)
Bridge #184
Garrett Road
Bridge
replacement 22ft
(covered)
60ft (trop)
30ft(rp)
Poplar Branch Creek
15 to 20 ft
Perennial
Page 4 of 9
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net losstgain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: No permanent direct
impacts to the stream are anticipated. An additional 22 linear feeet of shading; is anticipated
due to the increased width of the aluminum box culvert. Best Management Practices will be
utilized during the demolition of the old bridge Riprap will be placed along the banks of the
stream in the bridge area for bank stabilization purposes, but no riprap is proposed to be in
the stream.
3. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
on ma
Type of Impact* Area of
Impact
(acres)
Name of Waterbody
(if applicable) Type of Waterbody
pond, estuary, sound,
(lake,
bay, ocean, etc.)
N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Not Mplicable
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Not Applicable
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
Page 5 of 9
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed activity is being conducted to replace a structurally deficient structure and insure
the public safety Temporary impacts will be minimized by strict enforcement of Best
Management Practices for the protection of wetland and surface waters, restrictions against the
staging of equipment in or adjacent to waters of the US, and coordination with the Division
Environmental Officer.
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.
USAGE - 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- Trot limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state.nc.us/ncwetlands/strmgide. 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 offske), 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.
A finding? of insignificant impact is anticipated; therefore, a mitigation plan is not provided.
Permanent stream impacts will result from an additional 22 feet of shading from the
Aluminum Box Culvert. No Outstanding Resource Waters, federally protected species or
Page 6 of 9
their habitats or essential fishpry habitats occur in the project area (see attached mussel
survey letters). The project is not located in a High Quality Water.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
(919) 733-5208 to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): Not Applicable
Amount of buffer mitigation requested (square feet): Not Applicable
Amount of Riparian wetland mitigation requested (acres): Not Applicable
Amount of Non-riparian wetland mitigation requested (acres): Not Appli cable
Amount of Coastal wetland mitigation requested (acres): Not Applicable
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes N 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 N
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 N
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.
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
Page 7 of 9
Yes No X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 N/A 3
2 N/A 1.5
Total N/A
* 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.
Not AWlicable
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The proposed activity involves the replacement of an existing structure with no addition to the
travel lane. therefore the percent new impervious surface equals 0%. Because the percent new
impervious surface is less than 30% stormwater controls are not being provided.
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.
Not Applicable
XM. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Page 8 of 9
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
77 Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
?OM +TA?b?
MICHAEL F. EASLEY
GOVERNOR
Memorandum To:
From:
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
June 21, 2004
Jerry Parker, DEO Division 7
Jason W. Mays, Environmental Specialist
Office of Natural Environment
LYNDO TIPPETT
SECRETARY
Subject: Endangered species survey report for replacement of Rockingham
County bridge #184, Garrett Road crossing of Poplar Branch
Creek, tributary to the Matrimony Creek, Dan River Subbasin.
This message addresses the Federally Endangered James spinymussel
(Pleurobema collina), listed by the US Fish and Wildlife Service as occurring in
Rockingham County. Division 7 (NCDOT) proposes replacing bridge # 184 on Garrett
Road (SR 1501) over Poplar Branch Creek in Rockingham County.
This site was pre-screened by permitted biologists and appropriate resource
agencies. It was determined that the site had low probability of supporting mussel fauna
and was approved for a mussel screening carried out by NCDOT personnel. Office of
Natural Environment, Environmental Specialists Jason Mays and Mike Sanderson visited
the site on June 17, 2004.
During 1.0 hour of search time no mussels were encountered. It was noted that
the stream had significant bank erosion up and downstream of the bridge. The stream had
recently been subject to a very significant high water event and storm water had caused
lots of erosion and scouring, especially in the 100 m directly downstream of the bridge.
Substrate was mainly bedrock and shifting sand with little habitat suitable for mussel
fauna.
Biological Conclusion for James spinymussel:
No Effect.
Survey qualifications of Primary Investigators are found below:
Investigator: Michael Sanderson, Environmental Biologist
Education: B.S. Fisheries and Wildlife Science, North Carolina State University
Experience: Environmental Biologist, NCDOT, April 2004 - present
Wildlife Research Biologist, Down to Earth Environmental,
February - June, 2003
MAILING ADDRESS: TELEPHONE: 919-733-3141 LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: 919-733-9794 TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.STATE.NC.US RALEIGH NC
Wildlife Research Technician, NC Cooperative Fish and Wildlife
Research unit, October, 1991-March 1999
Biological Science Technician (Wildlife), US Fish and Wildlife
Service, April 1995-April 1997
Expertise: Bird surveys, behavioral analysis, habitat use/evaluation, Section 7
field investigations, protected species (terrestrial/aquatic) surveys
Investigator: Jason Mays, Environmental Specialist, NCDOT, March 2004-
present
Education: B.S. Biological Sciences minor Chemistry, UNC Chapel Hill
2002
Experience: UNC Dept of Biological Sciences Research Technician Dec 2000
May 2002
NCWRC Field Biologist May 2002-October 2003
Expertise: Section 7 field investigations, protected species (terrestrial/aquatic)
surveys, Wetland delineation/ determination, GIS studies.
N.C. D.O.T.
BRIDGE MAINT, DEPT,
330 - 634 - s'6 /V
Rocmnvham Co. EROSION CONTROL SEQUENCE
33"34-d.6!• RIVER BASIN STREAM NAME
Brid9s # 164 CAPE FEAR RIVER BASIN PRONG MATRIMONY CREEK
SR t609 Owmft Rd.
PROJECT Me. 1 .$87!11
DiEW RIPTION: REMOVE EXISTING BRIDGE AND REPLACE WITH
1:(R2B' » 2" X 8'- 5" ALUMINUM BOX CULVERT
1
2 ? I?tiDGE
Pte' STONE AT EDGE OF STREAM FOR COFFER DAM
3 EXCAW It- ANA FOR FOOTING #1 TO REQUIRED DEPTH
4 P4 !": R TlE LEVELING PAD.
5 C49Nl1!l1 T FO" FOR FOOTING # 1 AND POUR CONCRETE.
6 E 1i AM AM FOR FOOTING # 2 TO REQUIRED DEPTH.
7 INSTALL $ILT FENCE AS NEEDED AND PUMP EXCESS WATER INTO SILT BAG.
8 P * ATE LEVIIELING PAD,
9 VURWIMC FARMS FOR FOOTING # 2 AND POUR CONCRETE.
10 IdNINIVUAk BOX CULVERT.
11 tT AND SHOULDERS.
1z F, aC AND RIP RAP AS NEEDED.
t3
mom ARM AFTER PAVING.
APPROXIMATE ACT START DATE 9/7/2044
PREPARED BY W. D. Watkins TRANSPORTATION $UPV. DATE 3/29/2004
APPROVAL DN/, ? ENG. Ag--?a- DATE_ 3-20.Oq
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3 INSTALL. SILT FENCE AS NEEDED AND PUMP EXCESS WATER INTO SILT BAG
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$ CONSTRUCT FORMS FOR FQOTINO#1 AND POUR CONCRETE.
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SR 1604
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6 FOUR CONCRETE LEVELING PAD.
9 CONSTRUCT FORMS FOR FOOTING # 2 AND POUR CONCRETE,
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10 'S1PLE ALUMINUM BOX CULVERT.
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Name: NORTHWEST EDEN Location: 036° 31'36.0" N 079° 49' 11.4" W
Date: 7/9/2004 Caption: Bridge 184 Garrett Road (SR 1501) Rockingham County
Scale: 1 inch equals 2000 feet
Copyright (C) 1997,
Garrett Road (SR 150 1) Downstream view from bridge