20041525 Ver 1_Complete File_20040101

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October 15, 2004
Caldwell County
DWQ Project No. 041525
NCSR 1359 (Tolbert Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Mike Pettyjohn, P.E.
Division Engineer
N C Department of Transportation
Post Office Box 250
North Wilkesboro, North Carolina 28659 OC 1
Dear Mr. Pettyj ohn: DM - WA7?Ft
STTLMg6dWD STi41F2MWATEk ti ;?i `Ft
You have our approval, in accordance with the attached conditions and those listed below, to impact 90 linear feet in four
(4) unnamed tributaries to Cold Water Creek (50 linear feet of new pipe and 40 linear feet of rip rap) in order to make
improvements to NCSR 1359 (Tolbert Road) in Caldwell County. The project must be constructed in accordance with the
application dated September 8, 2004 (received September 13, 2004), including the environmental commitments made in
the application letter. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification No. 3404, corresponding to the U.S. Army Corps of Engineers Nationwide Permit Number 14. In addition,
you must acquire any other federal, state or local permits before you proceed with your project including (but not limited
to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire
with the accompanying 404 Permit unless otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should
your project change, you must notify the DWQ in writing and submit a new application. If the property is sold, the new
owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the
conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if total impacts to streams (now
or in the future) exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h) (6) and (7). For this approval to he valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design,
installation and operation and maintenance of such Best Management Practices in order to protect surface waters
standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated
and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
One
NhCarolina
Ntumlly
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer
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
October 15, 2004
' Page Two
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the
impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable.
If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed
and the natural grade restored within six months of the date that the Division of Land Quality has released the project.
4. Previously disturbed floodplains and streams within the project area should be restored to natural dimension, pattern
and profile whenever practicable.
5. The NCWRC is requesting that the NCDOT shall use Best Management Practices for the Protection of Surface
Waters (NCDOT August 2003) and Sedimentation and Erosion Control Guidelines for Sensitive Watersheds [15A
NCAC 4B .0124 (a)-(e)]. Temporary or permanent herbaceous vegetation should be planted on all bare soil within 5
days of ground disturbing activities to provide long-term erosion control. The DOT is encouraged to use on-site
vegetation and materials for streambank stabilization when practicable.
6. Stormwater shall be directed to vegetated buffer areas, grass lined ditches or other means appropriate to the site for
the purpose of pre-treating stormwater runoff, and must not be routed directly into streams. Mowing of existing
vegetated buffers is strongly discouraged, so that they may be utilized for stormwater diffuse flow.
7. Culverts that are less than 48-inch in diameter should be buried to a depth equal to or greater than 20% of their size to
allow for aquatic life passage. Culverts that are 48-inch diameter or larger should be buried at least 12 inches below
the stream bottom to allow natural stream bottom material to become established in the culvert following installation
and to provide aquatic life passage during periods of low flow. This may require increasing the size of the culvert to
meet flow conveyance requirements. If any of the existing pipes are perched, they shall be removed and replaced, and
re-installed correctly, unless demonstrated that this is topographically unfeasible.
8. Waters must flow through the culverts without freefalling or damming on either end of the culverts to maintain
aquatic life and/or fish passage. Riprap must not interfere with aquatic life movement during low flow conditions.
9. Removal of vegetation at the stream crossing and adjacent to streams should be minimized. Native trees and shrubs
(e.g. Rhododendron, dog hobble, willows, alders, sycamores, dogwoods, black walnut and red maple) should be
planted along the streambank to reestablish the riparian zone and to provide long-term erosion control in the vicinity
of the road crossing and along the streams within dedicated rights of way.
10. Riprap placed for bank stabilization should be limited to the streambank below the high water mark, and
vegetation should be used for stabilization above the high water elevation.
11. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize
sedimentation and to reduce the likelihood of introducing other pollutants into the stream.
12. 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.
13. Excavation of the stream crossings and relocations should be conducted in the dry, if possible. Sandbags, cofferdams,
flexible pipe or other diversion structures should be used to minimize excavation in flowing water.
14. If concrete is used during culvert installation (e.g., headwalls), a dry work area should be maintained to prevent direct
contact between curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be
discharged to surface waters due to the potential for elevated pH.
15. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
strictly prohibited.
16. The presence of equipment in the channels must be minimized. Under no circumstances must rock, sand or other
materials be dredged from the wetted stream channel under authorization of this permit, except in the immediate
vicinity of the culverts. Instream dredging has catastrophic effects on aquatic life, and disturbance of the natural form
of the stream channel will likely cause downstream erosion problems, possibly affecting other landowners.
17. Rock check dams at culvert outlets should be removed at project completion to avoid blocking movement of aquatic
life.
18. This certification does not authorize the discharge of waste rock and dirt into the stream or riparian zone except for
permitted areas associated with culvert conditions.
19. All work shall be performed during low flow conditions (below bankfull).
October 15, 2004
Page Three
20. 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 Transportation Permitting Unit of the NC Division of Water Quality
upon completion of the project. The NCDOT is strongly advised to send in photographs upstream and downstream of
each structure to document correct installation.
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, which 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 or Mr. Mike Parker of the Asheville Regional Office at 828.296.4500.
Sincerely,/ - /f
Alan W. Klimek, P.E.
Attachment
cc: Wilmington District, US Army Corps of Engineers
Heath Slaughter, Division 11, DEO
John Thomas, USACE Raleigh Field Office
?fransportation Permitting Unit
Mike Parker, Asheville Regional Office
WETLANDS 1401 GROUP
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STATE OF NORTH CAROLINA
SEP 13 2004
WATER QUALITY SECTION
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 276 1 1-5202 LYNDO TIPPETT
GOVERNOR PHONE: [phone] SECRETARY
September 8, 2004
Mr. John Thomas
U. S. Army Corps of Engineers 0 4 15 2 5
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Subject: Nationwide Permit #l4
SR 1359 (Tolbert Road)
Caldwell County, North Carolina
Project Number: 110.014021 (DWQ Permit Fee: $200)
Dear Mr. Thomas:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1359,
Tolbert Road in Caldwell County. Total project length is approximately 1.23 miles. The roadway
width will increase from 14' to 20' and will be paved. Impervious surface area will increase by
0.89 acres. This project will require the replacement of four (4) wet pipes as shown below:

Station Number Existing
Structure Size Proposed Pipe
Size Riprap Impacts
feet Total Impacts at
this Station ft.
16+90 30'x 24" 50'x 24" 10 30
27+90 30'x 18" 40'x 18" 10 20
31+00 30'x 18" 50'x 18" 10 30
37+20 50'x 24" 50'x 36" 10 10

Total Stream Impacts = 90 feet
Construction of this project will require impacts to waters of the United States in the Catawba
River Basin. Each of the above noted wet pipes carry different unnamed tributaries to Cold
Water Creek (Class: B, Trout). This project was reviewed for the presence of threatened and
endangered species on September 3, 2004. This project will have no effect on any federally listed
endangered plant or animal species. Historic compliance work will be scheduled and concurrence
with the State Historic Preservation Office will be obtained if required.
P. O. Box 250, N. WILKESBORo. NC 28659
PHONE [phone] FAX [phone]
Mr. John Thomas
SR 1359, Tolbert Road, Caldwell
Page 2
September 8, 2004
The proposed impacts are minor in nature and should not remove or degrade existing water
quality uses. Pipe sizes used will be the minimum necessary to create a safe roadway. By
utilizing the erosion control measures outlined in the attachments to this application, downstream
water quality standards will be protected. All appropriate BMPs will be used during construction.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map and photographs.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me. Please note that a trout buffer variance
will be requested from stations 1+00 - 4+85 (Rt.), 6+20 - 15+50 (Rt.), 18+35 - 20+00 (Rt.) and
24+00 - 37+20 (Rt.).
By copy of this letter, I am forwarding seven (7) copies of this application package to John
Hennessy, NCDENR, Division of Water Quality, 401/Wetlands Unit, for his review. It is
requested that any comments related to the 401 certification be forwarded directly to me with a
copy sent to the US Army Corps of Engineers.
We would like to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be appreciated.
Sincerely,
Heath Slaughter
Division Environmental Officer
Enclosures
cc: John Thomas, US Army Corps of Engineers (I additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
John Hennessy, Division of Water Quality (7 copies)
Mike Parker, Division of Water Quality
Mike Pettyjohn, PE, Division Engineer
Kipp Turner, PE, District Engineer
Michael Poe, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Office Use Only: Form Vcrsion April 2001
s
._.5
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;
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NW #14
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 (NC)M) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P O Box 250, North Wilkesboro, NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslaughtereadot state.nc.us
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: Heath Slaughter Division Environmental Officer
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P O Box 250, North Wilkesboro, NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslau gh? ter a dot state nc.us
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a 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: SR 1359. Tolbert Road
2. T.I.P. Project Number (NCDOT Only): 11C.014021
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Caldwell Nearest Town: Collettsville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached SR map.
5. Site coordinates, if available (UTM or Lat/Long):
1+70 DD: 36.0145 °N, 81.7264 0 W
(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:
Residential/Farm
7. Property size (acres): Approximately 7.4 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): UTs to Cold Water Creek (Class: 13,
Trout).
9. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://112o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Grade drain, base and pave SR 1359.
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe, motor
,radcr and dump trucks
12. Describe the land use in the vicinity of this project: Residential/Farm
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so,.describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: 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 5 of 12
1. Wetland Impacts
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 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 hit //wuw.fenrt.cov.
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 Length of Average
Width of Perennial or
Site Number Type of Impact* Impact Stream Name*'
Stream Before Intermittent?
(indicate on map) (linear feet)
Impact (please specify)
Station No. 16+90 Pipe replacement 20 feet UT #I to Cold Water 2 feet Perennial
Creek
Station No. 27+90 Pipe replacement 10 feet UT #2 to Cold Water 1 foot Perennial
Creek
Station No. 31+00 Pipe replacement 20 feet UT #3 to Cold Water
Creek I foot Perennial
Station No. 37+20 Pipe replacement 0 feet UT 94 to Cold Water
Creek 2 feet Perennial
Miscellaneous
All of the above rip-rap 40 feet (10 UTs to Cold Water 1-2 feet Perennial
placement for ft. per pipe) Creek
stabilization

* 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 fl(oding), relocation (include linear feet before and atler, 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 fir both the original and relocated streams must be included.
** Stream names can be tbund on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstrcam named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
wwu.uses;ov. Several Interact sites also allow direct download and printing of USGS maps (e.g., www'.topomne.com.
wmalxlucst_Con), etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 90 In. ft. of new permanent impacts.
Page 6 of 12

n
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact" Area of
Impact
acres Name Watcrbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

• List each impact separately and identify temporary impacts. Impacts metude, but are not umnw to: nii, excavauun, iuk;Uglug,
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.): 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 maybe 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.
By utilizing the erosion control measures as shown in the attached drawings adverse impacts to
streams in the area will be minimized Since this is an existing roadway, the stream impacts
cannot be avoided However, the replacement pipe lengths will be the minimum needed to
safes construct the paved roadway. All appropriate BMPs will be used during construction.
Page 7 of 12

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/stnngide.htmi.
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
Page 8 of 12
4,
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 hap://1i2o.cnr.st ile.nc.tis/%%rp/index.htni. 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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] 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 (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Page 9 of 12
4
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
Zone I extends out 3U leet perpendicular from near oanh of cnannei; cone i exienus 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 213 .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.
Impervious surface area will increase by 0.89 acres. All appropriate best management practices
for sediment and erosion control will be implemented during construction.
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.
N/A
X111. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 21-1 .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes E] No
Page 10 of 12
a
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).

Applicant/Agent's nature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page I I of 12
4k
SR 1359 TOLBERT ROAD
CALDWELL COUNTY
LENGTII-1.23 MILES
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1+70 - Will
Not Disturb .i
l_\-,, 1 ? ? fJr-``1: % r/ ?? (?, I'??• ? ? _-? ,?_?-? tom- ?.? -
SR 1359
1 r!? '1 •? ;1 ?I' '} / ?,/',j ,1?\\\• ''.i 'w? „Ir ? ,\ \ `mil r ? J ?;? \ •,`l_ _ - -? J ?1
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?i i?? I`? `l\' ' 'r• (I r ( f+! J/?/ ??/? \ '`?`I r 1 ?,? j\ ` -? 4? ? T ?.\. ??I ` _V r` ~'T-Ji -? ?,. \ \\?,' ? i t?, `'`J.
1ti0
Copyright (C) 1998, Maptech, Inc.
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Top: Downstream view at station 1+70 on SR 1359, Caldwell. Please note that this pie will
remain unchanged.
Bottom: Pipe inlet view at station 37+20.

4
GENERAL NOTES ON EROSION CONTROL
Silt Basin Type B's will be constructed to the dimension of nine feet by three
feet by two feet unless otherwise noted on the plans.
Where slope protection treatment is required, Section 876 and Section 1042 of
the 2002 Standard Specifications for Roads and Structures will be followed.
Any material obtained from the project must be clean before being placed.
Generally, the order of installation of the erosion control measures will be as
follows:
Temporary Silt Basins shall be installed before clearing and
grubbing begins.
Silt Fences and Temporary Silt Ditches shall be installed after
clearing and before grading.
Temporary Stone Ditch Checks shall be installed as soon as
ditchline is established.
Pipe Outlet and Inlet Protection will be done as soon as the pipe
is installed.
Seeding and other permanent erosion control measures are to be
implemented as soon as practical.
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PIPE INSTALLATION
1. Install erosion control devices. In streams, where necessary, rock silt
screens will be used and installed prior to pipe replacement or any
work being done to channel.
2. Remove material and existing pipe while limiting, as much as
possible, material and sediment from entering a stream and/or
escaping from project.
3. Prepare pipe foundation while main taking care to limit, as much as
possible, material and sediment from entering a stream and/or
escaping from project. Where possible, new grade will be below
existing stream bed. If needed, bedding material will be clean stone.
4. - Place the new pipe and compact backfill.
5. Install slope protection on outlet and inlet ends of pipe. Also
complete installation of erosion control measures and perform
maintenance as needed on existing measure.
6. Establish permanent vegetation as soon as possible.
7. Remove rock silt screens as soon as possible after vegetation is
established. Prior to removal of rock silt screens any accumulated silt
must be removed.
CALDWELL COUNTY SR 1359
TOLBERT ROAD '
STATION NEW PIPE SIZE EXISTING PIPE
1+70 DO NOT DISTURB 71" x 47"x 40'
2+70 50'x 18" ADDITION
8+25 50'x 18" ADDITION
10+75 50'x 24" 40'x 24"
16+90 50'x 24" 30'x 24"
20+25 60'x 18" 30'x 18"
23+00 40'x 18" ADDITION
24+70 50' x 18" 20'x 18"
27+90 40'x 18" 30'x 18"
29+10 50'x 18" 30'x 18"
31+00 50'x 18" 30'x 18"
37+20 50'x 36" 50'x 24"
39+50 50'x 18" ADDITION
41+30 50'x 18" 30'x 18"
44+00 50'x 18" ADDITION
45+70 50'x 18" 30'x 18"
48+50 50' x 18" ADDITION
56+15 40'x 18" 40'x 18"
60+15 60'x 18" 40'x 18"
62+00 50'x 18" ADDITION
WET PIPE
YES
NO
NO
NO
YES
NO
NO
NO
YES
NO
YES
YES
NO
NO
NO
NO
NO
NO
NO
NO
CREEK SIZE
6'
1'
SEEP
SEEP
2'
DOES NOT INCLUDE DRY DRIVEWAY PIPE
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PROJECT: IC'14021 (RIW)
(MYST)
ROAD: SR 1329 TOLBERT RD.
A COUNTY: CALDWELL
TYPE: IVET PIPE SURVEY STA 16+90
SCALE: r - /0' SHEET I OF 4 DATE: 2-18-04
STREAM NAME: UNNAMED TRIBUTARY TO COLD WATER CREEK
RATING. B-TR.
I' AVERAGE STREAM WIDTH
?L CENTER LINE
PROPOSED R/W
NEW EDGE PAVEMENT
- - - EXISTING EDGE ROADWAY
NEW PIPE
EXISTING PIPE
r- ?
STA.16+90
-I I_r_
------ T------------------------ -------------------------------r--
a
------
EXISTING PIPE SIZE: 30'x 24'CONCRETE
NEW PIPE SIZE: 50' x 24' PIPE TO BE LAID ON A 90* SKEW WITH 6% FALL

6•

91 s

91
t

NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN.
SURVEY DATE: 2-17-04
CONDUCTED BY: JU.BP. AI,LH
DRAA.111 BY: JOSH UINTON
... \SR13591WETPIPEDETAIL.dgn 02/18/04 01:03:15 PM
PROJECT: IICB14a21 (R/W )
A. ICONST/ CENTER LINE
ROACH SR 1329 TOLBERT RD. NEW PAVEMENT
COUNTY: CALDWELL
TYPEr WET PIPE SURVEY STA 27t9O - - - - EXISTING EDGE ROAOwAr
SCALE: r - 10' SHEET 2 OF DATE: 2-18-04 NEW PIPE
STREAM NAME: UNNAMED TRIBUTARY TO COLD WATER CREEK EXISTING PIPE
RATING. B-TR.
SEEP
STA.27+90
-11-r
------7----------I --------------II-- - -- -----------------------
H 11
------I------------------------&t-------------------------------I--
EXISTING PIPE SIZE: 30'x 18'
NEW PIPE SIZE: 40' x 18' PIPE TO BE LAID ON A 900SKEW WITH 67 FALL
-ASR1359\WETPIPEDETAIL.dgn 02118104 01:03:25 PM
NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN. SURVEY DATE: 2-17-04
CONDUCTED BY: JU.BP. A UH
DRAYN BY: JOSH MINTON
PROJECT: IICD14+021 (R/W)
., (CONST) CENTER LINE
ROAD: SR 1329 TOLBERT RQ PROPOSED R/W
COUNTY: CALDIVELL NEW EDGE PAVEMENT
TYPE: WET PIPE SURVEY STA 31+00 - - - - EXISTING EDGE ROADWAY
SCALE: r - IO' SHEET 3 OF q DATE: 2-18-04 r-1 NEW PIPE
STREAM NAME: UNNAMED TRIBUTARY TO COLD WATER CREEK EXISTING PIPE
RATING. B-TR.
('AVERAGE STREAM
STA.31400

------ --------------------------

cq /
------ ---------------------- ------------ Q
-------------------- --

EXISTING PIPE SIZE: 30'x 18'
NEW PIPE SIZE: 50' x l8' PIPE TO BE LAID ON A 125° SKEW WITH 67. FALL
u
4' 9' 6'

NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN. SURVEY DATE: 2-17-0
CONDUCTED BY: JABP. AUH
DRAM BY: JOSH MINTOM
...wrci s5aNwt i rivt:ut I AIL.agn U2/1 d/04 01:1 X3:36 PM
PROJECT: (MYST) ?L CENTER LINE
FvOAD: SR 1329 TOLBERT RD. PROPOSED RAV
COUNTY: CALDYELL NEW EDGE PAVEMENT
TYPE: ivET PIPE SURVEY STA. R t20 - - - - EXISTING EDGE ROADWAY
SCALE: r - Kl' SHEET 4 OF 4 DATE: 2-18-04 ;-? NEW PIPE
STREAM NAME: COLD WATER CREEK EXISTING PIPE
RATING. B-TR.
2' AVERAGE STREAM WIDTH
STA 37420
]1r
_________________---------------- __________4__
------I------------------------mr-------------------------------I--
EXISTING PIPE SIZE: 50'x 24'
NEW PIPE SIZE: 50'x 24' PIPE TO BE LAID ON A 90° SKEW WITH 37 FALL
.ASR1359\WETPIPEDETAIL.dgn 02/18104 01:03:39 PM
NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN. SURVEY DATE: 2-17-04
CONDUCTED BY: JM.BP.AJ.LH
DRT.YN BY: JOSH UINTON
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