20020482 Ver 1_Complete File_20020328

?O? W A 7FR
i r
3 Y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
April 15, 2002
DWQ # 02-0482
Randolph County
;ERTIFIED MAIL - RETURN RECEIPT REQUESTED
/Ir. Art C. King
)ivision Environmental'Officer
1CDOT Division 8
'.O. Box 1067
Aberdeen, NC 28315
)ear Mr. King:
C%
. On March 28, 2002 the Division of Water Quality (DWQ) was notified by receipt of your application
•egarding your plan to fill streams for the purpose of replacing Bridge 335 on SR 2605 in Randolph County.
approval from DWQ is required to disturb these streams. Please provide 7 copies of the following information
ind refer to the DWQ # listed above in your reply. In particular as described in 15A NCAC 2B .0502, we will
•equire you to locate all streams and ponds on the property. Please show these on maps of suitable scale (for
nstance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.
1. Are provisions planned to address floodway passage?
2. Please complete Section XI of the application for stormwater management.
Please telephone Cynthia Van Der Wiele at 919-733-1786 if you have any questions or would require
copies of our rules or procedural materials. This project will remain on hold as incomplete in accordance with
15A NCAC 2H .0505(c). The processing time for this application will begin when this information is received.
If we do not hear from you by writing within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.
Sincerely,
Domey
a er Quality Ce ific ion Program
cc: Winston-Salem DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Cynthia Van Der Wiele
NMENR
North Carolina Division of Water Quality, Wetlands/401 Certification Unit
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Ph: [phone], Fax: [phone], http://h2o.enr.state.nc.us/ncwetlands/
\O?pF vv n ? ??pG
r
7 .?
O `C
Alan W. Klimek, P.E., Director
Division of Water Quality
DWQ Project No.: 02216r G2 County: RAtiDOLPH
Applicant: N L O o Y i WE R O S 5 E R i D 1J 1 S I O N E i(-vii F Ni c, t-?
Project Name: BRoGE -- 33S REPLAC1~tA ?--- Q-T
Date of Issuance of 401 Water Quality Certification: FF 6(1 U ARY 13 ou3
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be returned to DWQ
by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from
all of these.
Applicant's Certification
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 Rules, the approved plans and specifications,
and other supporting materials.
Signature:
Agent's Certification
Date:
I 1 " F. WE L L f-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 Rules, the approved plans and specifications,
and other supporting materials.
Signature: Date: //-1-7-
If this project was designed by a Certified Professional
I, as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permit-tee 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:
Registration No.
Date
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.ne.us,ncwetlands
Micnael f-. v-asley, vovernor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
".l
?}+A
WLGEN3
\O??F W AT ?RpG
? r
p <
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
April 15, 2002
DWQ # 02-0482
Randolph County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. Art C. King
Division Environmental'Officer
NCDOT Division 8
P.O. Box 1067
Aberdeen, NC 28315
Dear Mr. King:
On March 28, 2002 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill streams for the purpose of replacing Bridge 335 on SR 2605 in Randolph County.
Approval from DWQ is required to disturb these streams. Please provide 7 copies of the following information
and refer to the DWQ # listed above in your reply. In particular as described in 15A NCAC 2B .0502, we will
require you to locate all streams and ponds on the property. Please show these on maps of suitable scale (for
instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.
1. Are provisions planned to address floodway passage?
2. Please complete Section XI of the application for stormwater management.
Please telephone Cynthia Van Der Wiele at 919-733-1786 if you have any questions or would require
copies of our rules or procedural materials. This project will remain on hold as incomplete in accordance with
15A NCAC 2H .0505(c). The processing time for this application will begin when this information is received.
If we do not hear from you by writing within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.
Sincerely,
Dorney
a er Quality Ce ific ion Program
cc: Winston-Salem DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Cynthia Van Der Wiele
AAA
N7-DENR
North Carolina Division of Water Quality, Wetlands/401 Certification Unit
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Ph: [phone], Fax: [phone], http://h2o.enr.state.nc.us/ncwetiands/
o?o? w a r?qp?
O `C
February 13, 2003
Randolph Co my
DWQ Project No. 02'482
SR 2605 Bridge #335 Replacement
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. W.F. Rosser, P.E., Division Engineer
NCDOT Division 8
P.O. Box 1067
Aberdeen, NC 28315
Dear Mr. Rosser:
You have our approval, in accordance with the attached conditions and those listed below, to impact
90 linear feet of Milo Creek in order to replace bridge #335 on SR 2605 in Randolph County. The
project should be constructed in accordance with your application dated March 27, 2002 (received
March 28, 2002) and amended January 17, 2003. After reviewing your application, we have decided
that this fill is covered by General Water Quality Certification. No. 3375 corresponding to the U.S.
Army Corps of Engineers Nationwide Permit Number 14. In addition, you should acquire any other
federal, state or local permits before you proceed with your project including (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This
approval will expire with the accompanying 404 permit unless otherwise specified in the Water
Quality Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us, in writing, and send us 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 conditions. If total wetland fills for
this project (now or in the future) exceed one acre or stream impacts exceed 150 linear feet,
compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For
this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Temporary or permanent herbaceous vegetation shall be planted on all bare soil within 15 days of
ground-disturbing activities to provide long term erosion control.
2. The culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered (i.e. the depth of the channel must not be reduced by a widening of the
streambed). Existing stream dimensions are to be maintained above and below locations of the
culvert. The culverts shall be installed one foot below the stream to allow for fish and other
wildlife movement. Sill(s) shall be installed on one culvert. The sill(s) shall be designed to
mimic the stream bankful (dimension) cross-section.
3. All work shall be performed during low flow (below bankful) conditions.
4. All mechanized equipment operated near surface waters must be regularly inspected and
maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or
other toxic materials.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
5. The presence of equipment in the channels must be minimized. Under no circumstances must
rock, sand or other materials be dredged from the wetted stream channel under authorization of
this permit, except in the immediate vicinity of the culverts.
6. Existing vegetation shall not be snowed in order to utilize it for storm water sheet flow.
7. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted
when practical. If necessary, rip-rap must be limited to the stream bank below the high water
mark, and vegetation must be used for stabilization above high water.
8. Rock silt screens at culvert outlets shall be removed at project completion.
Upon completion of the project, the NCDOT shall complete and return the enclosed
"Certificate of Completion" form to notify NCDWQ when all work included in the §401
Certification has been completed. The responsible party shall complete the attached form
and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon
completion of the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition that conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Ms. Beth Barnes at 919.715.8394 or Mr.
Steve Mauney in the Winston-Salem Regional Office at 336.771.4600.
Sincerely
Ala . Klimek, P.E.
Attachment
Pc: Wilmington District Corps of Engineers
Richard Spencer, USACE Wilmington Field Office
Steve Mauney, NCDWQ Winston-Salem Regional Office
Central Files
File Copy
? SU7(
STATE OF N OR'1'II CAROLINA
D1 TAWFMPNT 01; TRANSPORTATION
MICHAEL F. EASLEY DIVISION OIL HIGHWAYS
GOVERNOR
January 14, 2003
Memorandum To: Rob Ridings
NCDWQ
From: Art King
NCDOT I Iighway Div. 8
Subject: I hydraulics Study for Bridge # 335 Randolph Co.
On SR-2605
LYNDO 'DITF 17
SECIRR'I'ARY
Please include the enclosed hydraulics study with the previously submitted application material for
Bridge # 335 on SR-2605 in Randolph County. Please submit the package for approval. 't'hank
You.
AK

P.O. BOX 1067, ABERDEI-N NORTI I CAROLINA 28315
PI ION t : [phone] FAX ()10) 944-5623

Office Use Only: 020482 Form Version October 2001
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: M* 1 8 2002
® Section 404 Permit w
Section 10 Permit
® 401 Water Quality Certification 1'l? sin s c
Riparian or Watershed Buffer Rules
2_, Nationwide, Regional or General Permit Number(s) Requested: Nationwide #14. #33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here:
II. Applicant Information
Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: W. F. Rosser, P.E.. Division Engineer
North Carolina Department of Transportation, Division 8
P.O. Box 1067
Aberdeen. North Carolina 28315
Telephone Number: 910-944-2344 Fax Number:
E-mail Address: brosserna.dot.state, nc.us
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Ron Van Cleef, Bridge Maintenance Engineer
Company Affiliation: NC Department of Transportation
Mailing Address: PO Box 289
Siler City, NC 27244
Telephone Number: 919-742-5649 Fax Number: 919-663-0214
E-mail Address: [e-mail]
Page 5 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 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: Replace Bridge 335 - SR 2605
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Randolph Nearest Town: Asheboro
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Leaving Asheboro going east
on US 64. Turn Right on SR 2605. Project is 1.3 miles.
5. Site coordinates, if available (UTM or Lat/Long): N350 42.862 W790 43.754
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Rural/Residential
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake): Milo Creek
9. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at hUp://h2o.enr.state.nc,us/admin/maps/.)
Page 6 of 12
10. Describe the purpose of the proposed work: Replace bridge with two lines 142 x 91 CMPA
11. List the type of equipment to be used to construct the project: Excavator
12. Describe the land use in the vicinity of this project: Rural Residential
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/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 limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hip://www.fema.gov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
P Pipe and Temp. 60' Milo Creek 8' - 10' P
T Diversion 30' Milo Creek 81-10, P

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated np-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
XV,N1"%v.uses.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topgzone.com,
w),vv.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 90'
Page 8 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
y
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

' last each impact separately ana iaennty temporary impacts. impacts mciuae, out are not umitea to: nu, excavation, oreagtng,
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): F? 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.):
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.
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.
Page 9 of 12
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 8 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/stnneide,htmI-
I . Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that.
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hup:/fh2o.enr.state.nc.us/wrl2/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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federaUstate/local)
land?
Yes ® No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes F-1 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 F-I No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes 7 No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. Lf buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone 1 extends out 30 teet perpendicular trom near bank of channel; Zone Z extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes F] No
Is this an after-the-fact permit application?
Yes E] 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).
J, 4 4'.
-3-27-649
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
r u?
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVER.^10R
June 6, 2001
COUNTY: Randolph
NIEMORANDUIN1 TO: Mr. E.B. Nelson
Bridge Maintenance Engineer
FROM: Roger E. D'Jernes RIO-
Regional Hydraulics Engineer
SUBJECT: Replacement Recommendation for Bridge Number 335
On SR-2605
Pursuant to the request on March 1, 2001, for a structure recommendation at the above
subject site. the following is offered.
Drainage Area: 2 Square Miles
Existing structure: 36' Two Span Bridge
Recommended pipe size:2 na, 120"
Alternate Structure: 2 (d, 142" X 91" CSPA
Specific site conditions or limitations may dictate the use of an alternate structure. If such
conditions are noted, please contact this office for further analysis.
RED
LYNDo TIPPETT
SECRETARS'
1
cc: Mr. W.F. Rosser. PE
Mr. Lin Wiggins. PE
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPCR7A--CN
HYDRAULICS UNIT
1590 MAIL SERVICE CENTER
RALEIGH NC 27699-1590
TELEPHONE [phone]
FAX [phone]
WE9SITE. WWW DOH.DOT.STATE.NC (1S
LOCATION:
CENTURY CENTER COMPLEX
BUILDING B
1020 BIRCH R.CGE DRIVE
RALEIGH NC

SP. 2605
.? ., i lulu
-000
1 1 c0? 0 0000
0n000 ? G?000
' C`GGO ? G
O O O O O
0 0 `?GGO
1000 OnG?G?
o° ?00 ? oho / .
0 0ooooopJo c v
i
I
2,JG? VGA

G?o IC G'?O'
ti CJ
io0o
0 G ,.
?
_ OHO"
000 bG0 Y
?GOOG
' OCCC.?,
I
ELEVATION
;. -off ?E, ; ? V --
i

STONE BERM W/
FABRIC COVER
PINS
ABC STONE
BERM

Q c
CL
2
U J
?? I I
X X
N N
V i ?
iI
I
i
I
S?L_,1 EA'C
r -?
ST E _E?V W
FAQ .IC _-OVER
T::MP DIVERSION
1
CHAN?lE? ? ?
??- T
f--
J
? 13'
i /
11
UNE?
010=300 CFS v=14.3 FPS
5=0.04 F -, Fr D7'i DE°-_=1_'
FLOW OEP-rl: 48 N ;LINER'= '3
DI',: ?SION -'=TAIL - -
, J
?S?ALL -E1,1F. DIVERT STREAM FLC`w
?R FAE-:C _NE__ CHA`,NEL.
AREA 7C SILT BAG.
L
RE?10VE T E4IFCRAF DIVERSION DEVICES.
FFB 'ECT:
STREAM DIVERS'CU
NO S?_lLE
SL'_-_T
140 i \
?
2217
ME i / 043
i
.2
.^ / Z?15 1
.27
I I t '9 °'
C475 °
a of 0
08
/ ?. ` a zlo
19
335
370-r'
? i.
ZM2
2061 -
I
,\ J
b \ aw s
185
290
?l
.\ ?eaa ?? aealo
22V S
2
I
Jz-
.." i /? .. . ._.p
e u r
> US-,4MC-49 - ' -
,y TY 1- i t
10
IID
-?-
--=,: 1. - ..y„
der - -- --- ---------
- - - _- Cr¢etc --
- zlos
+' - - --
ii?
_- .-
CF
• - Fcrx - - -_ y
8 r a v-e. _ - - -
y, Bran-h c^ c reek

o '

77 W--.vp
M 5",
?O-
-

T
*21

( l p
r \' ?? ( y' ZM@
It 7d

?•
?
/?'
-
(' "^'?!? '
?` \
I
?; I ? u'°
?? ' 1
+
?
,i ,..,.
/
?r, moo
J ;
,
- __ --
y
J/ N

^rJ_?;J ?/ ?1?1?,

^
•
?
v PM.
?.,
/ \? ???
,? ?,,,?• ,l ?r •.-'?- 1?
i ?? ? •T Vii`
- ,? , ?
t ?? l % ?\.• 1 I' ? j ' o I I ? ??V=

3-D Topog Ids Copyright D 1999 De14t71e Lit7DUU, 39 uwre a°Urce vita: Ow I----11999 ft scale: 1 :.1"VY Mau: iru wcua: roaal
It,
A µ ST r[
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT
GoW..RNOR January 9, 2003 SFCkI-rAI?Y
Mr. Rob Ridings
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina
Dear Mr. Ridings:
.SIN 42M ? IATEfl (??ll"I 11 f
Included are seven (7) copies of the structure replacement recommendation that were
provided to us by NCDOT Regional Hydraulics Engineer Roger E. D'Jernes.
This hydraulics report was issued prior to the submission of our original application.
Please include this report with our application package and review it for your approval.
Sincerely
??
Art King
Division Environmental Officer
STATr
JAN J3
STATE OF NORTH CAROLINA LIP
CTION
DEPARTMENT OF TRANSPORTATION' _
LYNDO TIPPETT
MICHAEL F. EASLEY SECRETARY
GOVERNOR
June 6, 2001_
COUNTY: Randolph
MEMORANDUM TO: Mr. E.B. Nelson
Bridge Maintenance Engineer
FROM: Roger E. D'Jernes Ri5cD
Regional Hydraulics Engineer
SUBJECT: Replacement Recommendation for Bridge Number 335
On SR-2605
Pursuant to the request on March 1, 2001, for a structure recommendation at the above
subject site, the following is offered.
Drainage Area: 2 Square Miles
Existing structure: 36' Two Span Bridge
Recommended pipe size:2 120"
Alternate Structure: 2 @ 142" X 91" CSPA
Specific site conditions or limitations may dictate the use of an alternate structure. If such
conditions are noted, please contact this office for further analysis.
RED
cc: Mr. W.F. Rosser, PE
Mr. Lin Wiggins, PE
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
HYDRAULICS UNIT
1590 MAIL SERVICE CENTER
RALEIGH NC 27699-1590
TELEPHONE: [phone]
FAX' 919-250-4108
WEBSITE: WWW.00H.D0T.STATE.NG.US
LOCATION:
CENTURY CENTER COMPLEX
BUILDING B
1020 BIRCH RIDGE DRIVE
RALEIGH NC
t

d ?Z, o Yj 7
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS
GOVERNOR
April 26, 2002
Mr. John Dorncy
NC Division of Water Quality
Wetlands/401 Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
LYNDO TIPPETT
SRCRETARY
MAY - 3 2002
u'PTLANDS CP?OUP
01','l ITY SFCTh "
79
RE: DWQ 02-0482 335' &4/ S-
Dear Mr. Dorney:
The enclosed material is in response to your letter dated April 15, 2002.
1) 61
The provisions to address the floodway passage will be included in a Hydraulics Survey
to be conducted by Roger E. D'Jernes, NCDOT Regional Hydraulics Engineer. The
results of the survey will be forwarded to you upon completion. We would request that
? you hold the application until the survey results are submitted.
I,-
Thank you for your co-operation.
Sincerely,
Art C. King
Division 8 Environmental Officer
P. O. Box 1067, ABERDEEN, NORTH CAROLINA 28315
PHONE. [phone] FAX [phone]
?O
G
O <
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
April 15, 2002
DWQ # 02-0482
Randolph County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. Art C. King
Division Environmental Officer
NCDOT Division 8
P.O. Box 1067
Aberdeen, NC 28315
Dear Mr. King:
On March 28, 2002 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill streams for the purpose of replacing Bridge 335 on SR 2605 in Randolph County.
Approval from DWQ is required to disturb these streams. Please provide 7 copies of the following information
and refer to the DWQ # listed above in your reply. In particular as described in 15A NCAC 2B .0502, we will
require you to locate all streams and ponds on the property. Please show these on maps of suitable scale (for
instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500.
1. Are provisions planned to address floodway passage?
2. Please complete Section XI of the application for stormwater management.
Please telephone Cynthia Van Der Wiele at 919-733-1786 if you have any questions or would require
copies of our rules or procedural materials. This project will remain on hold as incomplete in accordance with
15A NCAC 2H .0505(c). The processing time for this application will begin when this information is received.
If we do not hear from you by writing within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.
Sincerely,
I LUA
)orney
Quality Ce ific ion Program
cc: Winston-Salem DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Cynthia Van Der Wiele
*b
NM MR
North Carolina Division of Water Quality, Wetlands/401 Certification Unit
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Ph: [phone], Fax: [phone], http://h2o.enr.state,nc.us/ncwetlands/
0?6YgZ
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Current bridge deck is 19'. Proposed paved area to replace bridge will be 19'. During
construction silt fences check dams and storm water basins will be utilized on the site and will
be removed at end of project.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? s[ I 0 W
Yes ? No
WY - 3 20f!?
XIV. Other Circumstances (Optional):
WETIANp? GROUP
It is the applicant's responsibility to submit the application sufficie.,D1r' ABft'NWhpf 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).
0.
Q -Zq- 02
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
- 12-
N35'L4} f?f,?• +? ~

'f
N35?
? I
!f
a

N35`•14:83
r'
'• 1 f
4 j? I r
r? y i
0

N 14.66
0*1
j? l 4
T 1? •? tr f
I -
N

3-D TopoQuade Copyright 0 1999 Del orme Yarmouth, ME 04096 Source Data: USGS 1 -?2% ft Scale: 1 :6,400 Detail: ISO Datum: WGS84

n µ STATE u
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS
GOVERNOR
March 27, 2002
Mr. Rob Riding
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Dear Mr. Ridings:
Enclosed is the permit application for the following project:
Description: SR 2605 - Randolph County
Work Order #: N/A S. S 7.S Z.
TIP Number: N/A
Fee Category: $200.00
Please submit for automated payment.
PAYMENT
RECEIVED
Sincerely,
Art C. King
Division Environmental Officer
020482
LYNDO TIPPETT
SF.C'RE`I'ARY
Mkt2820
... WETL?1tJpg GR?U,"
1^.!FlTE111fi TY SECTi?;f'

N d w"?A
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNI)o TIPPETT
GovERNOR SF( RIA ARY
March 27, 2002
Mr. Rob Ridings
Division Of Water Quality - '
--?- I
401 Wetlands Unit PAYMENT
1650 Mail Service Center MAR j 8 2002
Raleigh, NC 217699-1650 RECEIVED
U;iLITY ?rCT"'
Dear Mr. Ridings:
Subject: Randolph County - SR 2605
In an effort to obtain the permits needed for the replacement of Bridge 335 on SR 2605 with
CMPA in Randolph County, we are providing the pre construction notification application and
the supporting materials.
A survey for the presence of Schweinitz's Sunflower (Helianthus Schweinitz) was conducted by
myself as part of the required minimum criteria check. No Schwienitz Sunflowers were found
within the road's right of way.
Any detours required for this project will be done off site.
To our knowledge there are No High Quality Waters or Outstanding Water Resources occurring
in the project area. We anticipate that these activities will be authorized under Nationwide Permit
Number 14 and 33.
This letter and a copy of the application materials will be submitted to N.C. Division of Water
Quality, U.S. Fish and Wildlife Service, and U.S. Army Corps. of Engineers for approval.
If you have any questions or comments, or need additional information, please contact our office
at [phone]. Thank you for your cooperation in this matter.
Sincerely,
a,l- C'
Art C. King
Division Environmental Officer
cc: Mr. W. F. Rosser, PE
Mr. J. Picklesimer, PE
Mr. R. T. McManus, Jr.
Mr. R. Van Cleef
File
P.O. BOX 1067, ABERDEEN, NOR n I CAROLINA 28315
PHONE [phone] FAX [phone]
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No. 020482
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 - N
Check all of the approval(s) requested for this project:
® Section 404 Permit 2 8 ?OZ
Section 10 Permit W?TtAN
® 401 Water Quality Certification WATER Ugctty?k0ou
Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide #14. #33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: F]
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: W. F. Rosser, P.E.. Division Engineer
North Carolina Department of Transportation. Division 8
P.O. Box 1067
Aberdeen, North Carolina 28315
Telephone Number: 910-944-2344 Fax Number:
E-mail Address: brosser dot. state. nc, us
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Ron Van Cleef. Bridge Maintenance Engineer
Company Affiliation: NC Department of Transportation
Mailing Address: PO Box 289
Siler City. NC 27244
Telephone Number: 919-742-5649 Fax Number: 919-663-0214
E-mail Address: rvancleefna.dot.state.nc.us
Page 5 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 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: Replace Bridge 335 - SR 2605
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Randolph Nearest Town: Asheboro
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Leaving Asheboro going east
on US 64. Turn Right on SR 2605. Project is 1.3 miles.
5. Site coordinates, if available (UTM or Lat/Long): N350 42.862 W790 43.754
(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.)
Describe the existing land_ use or condition of the site at the time of this application:
Rural/Residential
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake): Milo Creek
9. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at hUp://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 12
10. Describe the purpose of the proposed work: Replace bridge with two lines 142 x 91 CMPA
11. List the type of equipment to be used to construct the project: Excavator
12. Describe the land use in the vicinity of this project: Rural Residential
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/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 limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hum://www,fema.gov.
"** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
P Pipe and Temp. 60' Milo Creek 81- 10' P
T Diversion 30' Milo Creek 8' - 10' P

I

* 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
Nyww.uses.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
%vww,mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 90'
Page 8 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
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): E] uplands ? stream E] 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.):
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.
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.
Page 9 of 12
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:/ih2o.enr.state.nc,us/ncwetlands/strmgide,htm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that-
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hU:/ih2o.enr.state,nc.us/=/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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federaUstate/local)
land?
Yes ® No F]
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 F-] 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 r-] No F]
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes E] No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Lone i extenas out su teet perpenatcwar rrom near oanK or cnannei; Lone L extenas an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes [:] No
Is this an after-the-fact permit application?
Yes [-] No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
J W /,..,
3 2 LIZ
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
r a?
P
l
STATE OF NORTH CAROLINA
c
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDo TIPPETT t
SECRETARY ?
GO%'ERVOR
June 6, 2001
COUNTY: Randolph
MEMORANDUM TO: Mr. E.B. Nelson
Bridle Maintenance Engineer
FROM: Roger E. D'Jernes Ktg
Regional Hydraulics Engineer
SUBJECT: Replacement Recommendation for Bridge Number 335
On SR-2605
Pursuant to the request on March 1. 2001, for a structure recommendation at the above
subject site. the following is offered.
Drainage Area: 2 Square Miles
Existinv structure: 36' Two Span Bridge
Recommended pipe size:2 (a. 120"
Alternate Structure: 2 na. 142" X 91" CSPA
Specific site conditions or limitations may dictate the use of an alternate structure. If such
conditions are noted. please contact this office for further analysis.
RED
cc: Mr. W.F. Rosser. PE
Mr. Lin Wiggins. PE
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPCR7A-1 CN
HYDRAULICS UNIT
1590 MAIL SERVICE CENTER
RALEIGH NC 27699-1590
TELEPHCNE'. 919-250-4100
FAX [phone]
WESSITE. WWW.DOH.DOT.STATE.NC.US
LOCATION:
CENTURY CENTER CCMPL."-•Y
BUILDING B
1020 BIRCH R'.CGE DRIVE
R-' LEIGH NC
:w
SR 2605
RIP RAF
142"X91" 142"X91
CMPA CMPA
• a.
CONCRETE II-1 -
COLLAR
_'=1II-!li-!-III-III-III---III--III
III- -
CROSS SECTION STREAM BED
LLEVATION
I
F? G
Q?,-
00
GGGGGG
- - - - - - 00000
'?G'G--- / ?\ -- /?0
G G c f°c 0
G OGOGOGp00?0 GG°o00
n n n n r,
I I i
I I w ?
_ SR 26;5
i
?0
O G

(
O v v
O
O
-O
CGG?
-
C?
- ?G O
-O G
G
'J
0 C, 0
dl
c'oo o?
'
G 'G
c
c 0
O ?i
!
C
? o G 0
o G ?
x'000 0@

L
BRIDGE N(?.
2@ I d xC) I " i1vP-I
STONE BERM W/ 0
FABRIC COVER
PINS
FILTER FABRIC
FLOW
ABC STONE
BERM
BERM DETAIL

? I
STONE EEI.'v? W/
r?%ERil. COV=R
I ? I
I
TEMP. DNERSIC?, y
CHAI` I?IE'_
I
I
it 1 3'
13'
?7?
?-ytFIL?E4 F?9EIC
UNEP
010=300 -FS v=14 3 FPS
S=0.04 c-jFT DITCH DE?- _-°
=LOW DEP-H: 48" N (LINER?= )3
CI',E?SION DE-AlL - -
1. STaLL E% 1R. BERMS, E''./ E R T STRE,,% i FLC`N
EL.
CCN IED :PEA -J SILT BAG.
?. REMOVE TE,\.IFCR,%FY DIVERSION DEVICES.
<JJEC'
STREAM DN'ERSICIN
i
I ? I
I
NC S .?L=
ChE`

\ 140 i

/
/f
\

1 2217
0143

i

i
i

WS f
i i 16
0475

/
We

1 9
Am
y ?' I
I
1 --
' 1

f
V.

f
i

I ?
i
i
185
^l
?? axa
m 1
im;
Mi .
3
zw_
gm
r „ \
370--'
1
aew , '
.l
1
J
creel - -
/ /
i
/" X44
/
i

am
am
I ?
17-
o - t` --
?_TY; ,.
cr,
A ? -
r _
i - - - ----
r? ------ -------------? _fCy
- etos - C re ec
4
Fcrk -
_grove. _.-
y Bra"C4 c
\ Creek

"Vf
vii,

V, 4

35- Nil I

.
?
'? i `' s)` :?``
.? 7 y???11 •) ? ?\`
? ? t? ???'
i r t( 1\+?i1,?1?1??
C?•?? ,•??- ' ? i /? i?,? ?'I
J`i
=mot
??? . 1 ?•?. - _
!

} t G

11 i O //+ ?
^?.I?fj"?, J I' ',, ?,
gy'p' ?r?O I ,? ? \?. ./?? ?
I';?f j
?? ? / " ?_.
?? ????-?% \: ? ? ? i` \ ? •(? ' ` \???-_
?? ?? \ '` ? 1 t ''?? ,_
? ?-t
it ? ?., ,; ? '„ •
` ? /?J r``'
I ?. ` r
+?/
?
? ,?? ? ? ? `; .
? ? ? ?
I ?1 /!
a n
?
}
t

Ilk
19'
'
11
7
3-0 fopoQuads Copyright a 1999 DeLorme Yarmouth, a 14996 source Data: 9593 I-- - -j 1000 ft Scale: 1 ::5.000 Detail: 13-0 Datum: U514
. "
tk,,. 6" PRESTRESSED"CORED SLAB_~ItIUUE WOODS 9.a4.- _
yy~~ R~4TE ; ATE I f-t U I h
R~~,I~MMFNUEU ~ ~ U - -"w'~~
'STA.10+00 B,O,B. (P.KJ WOODS • ~ 35,0' x 8.m' CROWN SPAN OR 1 4
~ ALENT S1`RUCTURE WITH SAME STA 9+00 lPK NAIU + . (P.KJ ~OUIV STA. 10 35.2 E.O.B ND BOTTOM OF TOP SLAB ELEVATION ON
P.o.T. ..AREA A
ST . ,

r;~rv=: 1~' .
l ~•J ~ WOODS I~_... ~ WOODS WOODS
~ DITCH LEFT ~ KIT HAZARDOUS SPILL BASIN CHEC L S
1--
S 04° W SR 2605 35.2 E.O,B. (P.K.) CAPE FEAR
STA,10+00 B.O,B. (P,K.) STA. 10+35.2 E.O.B. (P. -I-- RIVER BASIN:__________________________
DIT TBM CH RI T 1 :w ~ STREAM CLASSIFICATION "C'
1 ~;r. WATER QUALITY CRITERIA:
~k', I ~ W 1 YES NO
} P'"' ~ STA. STREAM CROSSING BLUE LINE ON USGS ® ? + K)
s~~~. - STA. 9+00 P.O.T, (P,K,) I{;~ ~ ~~,~.r_ WOODS ~ FUNNEL DRAINS • TA. II OOP.O.T. (P, . S ORW ?
a~^ .n' WSI ?
WS II,III OR IV, CROSSING WITHIN 0,5mi OF W,S, CRITICAL AREA
m 0 m WOODS ITCH LEFT
ROADWAY CRITERIA:
- ~ - PHALT 1 SR 2605 S 04 W 20 AS ;'r ~--TO US 64 7 M~^ ?0' ASPHALT PAVEMENT TO SR 2604 ~ _ YES NO Rt~UTE DESIGNATION
ARTERIAL URBAN ?
DITC TBM ix'ad H RI T BM ARTERIAL RURAL ?
1 . .
YES NO
IRD??® IS A HAZARDOUS SPILL BASIN REQU E JTILITIES
NO VISIBLE UTILITIES fi ~ I
I ~ - r i i
~n WOODS ~ WC
m k. m~ WOODS
NDING ~ DENOTES ROD SOU
A +
1~ ` OW BED BEL
° SEVERAL LOCATIONS, I
I i
3'~ ° UIRED T GEOTECN INVESTIGATION REO NO E° UIRED
F UITABLE ROCK NOT FOUND OT FOUND
USE ALTERNATE STRUCTURE I S
- - - -
-
N -
;
-i-
_ _ _ - - NO-T- : T H ~--~i- - i'~8-~ - _
n ~qr ~v° - _ - - _ ~ - T _
r ~ ~T..# ' R~----- ~r, -
il r~ ! ~ } - - s
~ - _ ~
.r r ~ + - =~-8~0~~-r
NS SCOUR COMPUTATIO _ _ i
TRACTION (O~ee): CON
~~>h 1200 •8571 - ~ Ys= 6.3 ,99 - - t-S~ Rt d-R6-~ -f6
,
Ys= ~.6 .
. EEN-
;r`~;~ - _ OVERTOPPING CONTRACTION f05ee), - ~ - -
3463
Ys= 10,5 X45 - -
Ys= 14.7 f f
-°;f~,, _
~ _ -
:r - -
.
a
t - f r
~t
- ;t; - - € N
FA - - _ . i
-
- CAtO! i
ElE -=~9 r-_ iii, ~ ~p
w ELEv, - S ~ - f '
S El v-=~ , 3 5
ER , -,---1
r S_ E ~4 . .
w ELE - Y-
f S EL ;x, E ~ w5-EkE - I - - DIVISION OF HIGHWAYS
RANDOLPH COU11iTY
lE
" e RAS BRG.# 335 ON SR 2605
- - - - - - - OVER MILL CREEK
oa
t- SCALE:1"= SO'HORIZ. 1"= 10' VERT.
r
- SURVEY BY: RDL,DS,ALL,WSG. _ DRAWN BY: DS,RDL
DESIGN BY: RDL
CIIECKED BY: 2 Efl
4 DATE-07/l~dU2
9'i i
i - r
R ~ CI L
t ~tl
~ •
r
,L1Q~'1 ~1(Ic,r~nacr~av llf`t
Mr" ~--W

. "
tk,,. 6" PRESTRESSED"CORED SLAB_~ItIUUE WOODS 9.a4.- _
yy~~ R~4TE ; ATE I f-t U I h
R~~,I~MMFNUEU ~ ~ U - -"w'~~
'STA.10+00 B,O,B. (P.KJ WOODS • ~ 35,0' x 8.m' CROWN SPAN OR 1 4
~ ALENT S1`RUCTURE WITH SAME STA 9+00 lPK NAIU + . (P.KJ ~OUIV STA. 10 35.2 E.O.B ND BOTTOM OF TOP SLAB ELEVATION ON
P.o.T. ..AREA A
ST . ,

r;~rv=: 1~' .
l ~•J ~ WOODS I~_... ~ WOODS WOODS
~ DITCH LEFT ~ KIT HAZARDOUS SPILL BASIN CHEC L S
1--
S 04° W SR 2605 35.2 E.O,B. (P.K.) CAPE FEAR
STA,10+00 B.O,B. (P,K.) STA. 10+35.2 E.O.B. (P. -I-- RIVER BASIN:__________________________
DIT TBM CH RI T 1 :w ~ STREAM CLASSIFICATION "C'
1 ~;r. WATER QUALITY CRITERIA:
~k', I ~ W 1 YES NO
} P'"' ~ STA. STREAM CROSSING BLUE LINE ON USGS ® ? + K)
s~~~. - STA. 9+00 P.O.T, (P,K,) I{;~ ~ ~~,~.r_ WOODS ~ FUNNEL DRAINS • TA. II OOP.O.T. (P, . S ORW ?
a~^ .n' WSI ?
WS II,III OR IV, CROSSING WITHIN 0,5mi OF W,S, CRITICAL AREA
m 0 m WOODS ITCH LEFT
ROADWAY CRITERIA:
- ~ - PHALT 1 SR 2605 S 04 W 20 AS ;'r ~--TO US 64 7 M~^ ?0' ASPHALT PAVEMENT TO SR 2604 ~ _ YES NO Rt~UTE DESIGNATION
ARTERIAL URBAN ?
DITC TBM ix'ad H RI T BM ARTERIAL RURAL ?
1 . .
YES NO
IRD??® IS A HAZARDOUS SPILL BASIN REQU E JTILITIES
NO VISIBLE UTILITIES fi ~ I
I ~ - r i i
~n WOODS ~ WC
m k. m~ WOODS
NDING ~ DENOTES ROD SOU
A +
1~ ` OW BED BEL
° SEVERAL LOCATIONS, I
I i
3'~ ° UIRED T GEOTECN INVESTIGATION REO NO E° UIRED
F UITABLE ROCK NOT FOUND OT FOUND
USE ALTERNATE STRUCTURE I S
- - - -
-
N -
;
-i-
_ _ _ - - NO-T- : T H ~--~i- - i'~8-~ - _
n ~qr ~v° - _ - - _ ~ - T _
r ~ ~T..# ' R~----- ~r, -
il r~ ! ~ } - - s
~ - _ ~
.r r ~ + - =~-8~0~~-r
NS SCOUR COMPUTATIO _ _ i
TRACTION (O~ee): CON
~~>h 1200 •8571 - ~ Ys= 6.3 ,99 - - t-S~ Rt d-R6-~ -f6
,
Ys= ~.6 .
. EEN-
;r`~;~ - _ OVERTOPPING CONTRACTION f05ee), - ~ - -
3463
Ys= 10,5 X45 - -
Ys= 14.7 f f
-°;f~,, _
~ _ -
:r - -
.
a
t - f r
~t
- ;t; - - € N
FA - - _ . i
-
- CAtO! i
ElE -=~9 r-_ iii, ~ ~p
w ELEv, - S ~ - f '
S El v-=~ , 3 5
ER , -,---1
r S_ E ~4 . .
w ELE - Y-
f S EL ;x, E ~ w5-EkE - I - - DIVISION OF HIGHWAYS
RANDOLPH COU11iTY
lE
" e RAS BRG.# 335 ON SR 2605
- - - - - - - OVER MILL CREEK
oa
t- SCALE:1"= SO'HORIZ. 1"= 10' VERT.
r
- SURVEY BY: RDL,DS,ALL,WSG. _ DRAWN BY: DS,RDL
DESIGN BY: RDL
CIIECKED BY: 2 Efl
4 DATE-07/l~dU2
9'i i
i - r
R ~ CI L
t ~tl
~ •
r
,L1Q~'1 ~1(Ic,r~nacr~av llf`t
Mr" ~--W