20030822 Ver 1_COMPLETE FILE_20030702

VqA Michael F. Easley, Governor
William G. Ross Jr., Secretary

r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
3 Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 15, 2003
DWQ Project No. 03-0822
Wake County
Page 1 of 2
Progress Energy
412 S. Wilmington Street
Raleigh, NC 27602
Subject Property: Relocation of Falls-Franklinton 1151kV Transmission Line, NC98 Bypass, Wake Forest, NC
Richland Creek [03-04-02, 27-21, C NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS
To Whom It May Concern:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 20 feet of streams and 2,500 square feet (ft) of protected riparian buffers for the purpose of
constructing a temporary access road and relocating transmission lines at the subject property, as described within your
application dated June 19, 2003. After reviewing your application, we have decided that the impacts are covered by the
N.C. Division of Water Quality (DWQ) General Water Quality Certification Number(s) 3366 (GC3366). The
Certification(s) allows you to use Nationwide Permit(s) 33 when issued by the US Army Corps of Engineers (USACE).
This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A
NCAC 2B .0233. In addition, you should obtain or otherwise comply with any other required federal, state or local,
permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control and Non-
discharge regulations. Also, this approval will expire when the accompanying 404 permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project,
you must notify us and you may be required to 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 fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and
any subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-
1650.
2. Temporary Stream Crossing
The proposed temporary stream crossing shall not disturb greater than 2,500 square feet of buffer or 20 fee of
stream length and shall the buffers and stream shall be restored within six (6) months of the initial disturbance
unless otherwise approved by the DWQ.
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncwetlands
Page 2 of 2
3. Water Quality Certification(s)
The proposed project must comply with all of the conditions of General Water Quality Certification(s) (GC) 3366.
4. Overhead Electric Utility Line Conditions
Unless otherwise approved by the DWQ, all of the following best management practices shall be used during
the installation and maintenance of the overhead electric utility lines within Zone 1 of the protected buffer.
• A minimum zone of 10 feet wide immediately adjacent to the water body shall be managed such that only vegetation
that poses a hazard or has the potential to grow tall enough to interfere with the line is removed.
• Woody vegetation shall be cleared by hand. No land grubbing or grading is allowed.
• Vegetative root systems shall be left intact to maintain the integrity of the soil. Stumps shall remain where trees are cut.
• Riprap shall not be used unless it is necessary to stabilize a tower.
• No fertilizer shall be used other than a one-time application to re-establish vegetation.
• Construction activities shall minimize the removal of woody vegetation, the extent of the disturbed area, and the time in
which areas remain in a disturbed state.
• Active measures shall be taken after construction and during routine maintenance to ensure diffuse flow of stormwater
through the buffer.
• In wetlands, mats shall be utilized to minimize soil disturbance.
• Poles or towers shall not be installed within 10 feet of a water body.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
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, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 213.0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
gIn W. Klimek, P. E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3366
Cc: Fred Lanzi, Transmission Line Engineer, 412 S. Wilmington Street, Raleigh, NC 27602
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
DWQ # 03-0822
Date: July 15, 2003
bz
Office Use Only: Fqy ' ? rs?b May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N_/A".)
r
1. Processing
.41 ISSUED
1. Check all of the approval(s) requested for this project:
N Section 404 Permit ?
? Section 10 Permit ?
® 401 Water Quality Certification
FJ
Riparian or Watershed" fer'kale
Isolated Wetland Permit Q
2. Nationwide, Regional or General Permit Number(s) Requested: 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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: Progress Energy
Mailing Address: 412 S. Wilmington Street
Raleigh NC 27602

Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/ WMM/401 GROUP
Name: Fred Lanzi t?
Company Affiliation: Transmission Line Engineer
Mailing Address: 412 S. Wilmington Street
Raleigh, NC 27602

Telephone Number: [phone] Fax Number: [phone] _
E-mail Address: fred lanzina@psnmail com
i
JV 26 J
Page 5 of 12
y
M. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of proj ect: Relocation of Falls - Franklinton 115kV Transmission Line
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Wake Nearest Town: Wake Forest
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Progress Energy right-of-way
near the intersection of Highway 1 and Highway 1A
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
7. Nearest body of water (stream/river/sound/ocean/lake): Richland Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: wooded and grassed areas
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Relocation of 3 overhead transmission lines necessary for the construction of Highway 8's
future interchange with Hi way 1. This project involves only clearing of the existing
vegetation, no ring or grading will be necessary.
11. Explain the purpose of the proposed work: Relocate existing overhead transmission lines to
meet minimum clearance standards for the future interchange of Highway 98 and Hi way 1.
Temporary crossing necessary to access work site. Stream will be restored to its original
condition after construction is complete.
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
Page 7 of 12
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Temporary culvert type stream
Crossing of a perennial stream. Crossing is only necessary to access work site.
2. Individually list wetland impacts below: N/A
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(yes/no Distance to
Nearest Stream
linear feet)
Type of Wetland***

* 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 http://www.fema.g_ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma)
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 Temp. culvert 20' UT Richland Creek 5± Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usQs.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 15'
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: N/A
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Name Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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., damlembankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The temnorarv stream crossinLy is necessarv to access the proposed relocation site. Crossing of
this stream is proposed in order to avoid crossing Richland Creek, a much larger body of water.
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
htlp://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and, a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
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 (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, 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 (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers. Required
Zone* s uaareafeet Multiplier Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total N/A N/A
Zone 1 extends out 3U feet perpendicular trom near bank of channel; zone z extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12

XI.
XII.
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.
N/A
Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A - no existing or proposed impervious area
Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
t
L?= 7C vNc cl Zv?L3
Applicant/Agent's Signature Date
(Agent's signature is valid only if an aut orization letter from the applicant is provided.)
Page 12 of 12
ENR ENVIRONMENTAL MANAGEMENT . T15A: 02B.0200
O
0
equal to or less than 10 feet in width
• Perpendicular crossings that disturb equal to or less than 40 X
linear feet of riparian buffer with a maintenance corridor
greater than 10 feet in width
• Perpendicular crossings that disturb greater than 40 linear X
feet but equal to or less than 150 linear feet of riparian buffer
with a maintenance corridor equal to or less than 10 feet in
width
• Perpendicular crossings that disturb greater than 40 linear X
feet but equal to or less than 150 linear feet of riparian buffer
with a maintenance corridor greater than 10 feet in width
• Perpendicular crossings that disturb greater than 150 linear X
feet of riarian buffer
Overhead electric utility lines:
• Impacts other than perpendicular crossings in Zone 2 only X ,?
3 X
• Impacts other than perpendicular crossings in Zone 1 1'2' 3
Overhead electric utility line perpendicular crossings of
surface waters subject to this Rule 3:
• Pe e ' rags t t disturb equal to or less than X
inear feet of riparian buffer 1
• Perpendicular crossings that disturb greater than 150 linear X
feet of riparian buffer 1,2 03

r
? IL E CQpY
"E®

1 Provided that, in Zone 1, all of the following BMPs for overhead utility lines are used. If all of these BMPs are not used,
then the overhead utility lines shall require a no practical alternative evaluation by the Division.
• A minimum zone of.10 feet wide immediately adjacent to the water body shall be managed such that only vegetation that poses
a hazard or has the potential to grow tall enough to interfere with the line is removed.
• Woody vegetation shall be cleared by hand. No land grubbing or grading is allowed.
• Vegetative root systems shall be left intact to maintain the integrity of the soil. Stumps shall remain where trees are cut.
• Rip rap shall not be used unless it is necessary to stabilize a tower.
• No fertilizer shall be used other than a one-time application to re-establish vegetation.
• Construction activities shall minimize the removal of woody vegetation, the extent of the disturbed area, and the time in which
areas remain in a disturbed state.
• Active measures shall be taken after construction and during routine maintenance to ensure diffuse flow of stormwater through
the buffer.
In wetlands, mats shall be utilized to minimize soil disturbance.
z Prov1-'de?lc tha po es or towers s all not be in vsa n eel a o y un ess the Division completes a no practical alternative
valuation.
3 Perpendicular crossings are those that intersect the surface water at an ang a '? Newwatn"t "[a c`esan new o?utfall
lines which may be required to extend to or cross part of waterbodies will be implemented and enforced under this category.
Exempt Allowable Allowable
with
Mitigation
Playground equipment:
• Playground equipment provided that installation and use X
does not result in removal of vegetation
• Playground equipment provided that installed and use X
requires removal of vegetation
Properties that have been subdivided by an approved
preliminary subdivision plat 4 within 2 years prior to June
30,2001 for conventional subdivisions and within 5 years
prior to June 30, 2001 for phased subdivisions:
• Uses in Zone 2 provided that the ground is stabilized and
NORTH CAROLINA ADMINISTRATIVE CODE Eff: January], 2002 Page 84
DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
ENGINEERING - LAND PLANNING - SURVEYING
218 Gatewood Avenue, Suite 102, High Point, NC 27262
Phone: [phone] /Fax: [phone]/e-mail. [e-mail]
TRANSMITTAL LETTER
Date: June 24, 2003 , 1 yfi
To: Mr. Steve Mitchell Re: r gress.Energy
NCDENR Falls - Franklinton Transmission Line
Division of Water Quality Relocation Erosion Control Plan
1617 Mail Service Center DMP Project #E-3416
Raleigh, NC 27699-1617 401 IS UIF0
We are sending you (X) attached () under separate cover the following items:
? Shop Drawings ? Samples ? Copy of Letter
? Prints ? Specifications ® Other
® Plans ? Disk
# Copies Drawing # Description Disposition
7 Pre-Construction Notification Application For your approval
7 Plan Sheets showing proposed construction For your use
7 USGS Quadrangle Location Map For your use
1 Review Fee of $200 w?i x?DS' An1
g?ired
JUL U 2 003
MATER QUALITY ECT(ON
Remarks:
cc: Fred Lanzi
File t
By:
Kk?xu-
Kjy Whitaker, PE
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DAV(S-MARTIN-POWELL ASSOCIATES, NN
Immam EreaHNG -tarvo PLAMING-sLavmr'; PROGRESS ENERGY
214 GATEWOOD AVEWE, SURE 102 SEDIMENTATION & EROSION CONTROL PLAN
j- -_ FAH POW, NORTH CAROUM 27262 LOCATION MAP
F?f0M OU) S8&4 2T PAX N16) &WA483
DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
ENGINEERING - LAND PLANNING • SURVEYING
218 Gatewood Avenue, High Point, NC 27262
Phone: [phone] /Fax: [phone]/e-mail: [e-mail]
TRANSMITTAL LETTER' t
Date: June 27, 2003
To: NCDENR
Division of Water Quality
Wetlands/401 Unit
1621 Mail Service Center
Raleigh, NC 27699-1621
Attn: John Dorney

We are sending you (X) attached () under separate cover the following items:
? Shop Drawings ? Samples ? Copy of Letter
? Prints ? Specifications ? Other
E Plans ? Disk
# Copies Drawing # Description Disposition
3
3 Construction Plans
Quad Sheet Locator Map For Approval
For your use
Remarks: Thank you in advance for your review of the enclosed project information. If you
have any questions or require additional information, please contact me at (336)
886-4821.
cc: Steve Mitchell
File

Re: Progress Energy
Relocation of Falls-Franklinton 115 kV
Transmission Lines
Erosion Control Permit Application
DMP Project # E-3416
By:
e ly Whitaker, PE
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DAMS-tv; RTIN-POw LL & l lWOCIATp INC. PROGRESS ENERGY
dmp H?NE?ING - Um - s. i?cl'??t?
278GATEY!'OODAVB%JF-S MIM SEDIMENTATION & EROSION CONTROL PLAN
'§G' W)MCARaM 2.? LOCATION MAP
® PF{OP ClN&4MI FAY.(&%)8&1445?
L_

Y
.IN,
Office Use Only: /' 11
version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this proiect(please enter "Not Applicable" or "N/A".)
1. Processing ?6 .
0480822 1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed-BufferRrrleg'
? Section 10 Permit ? Isolated Wetiaz?ermit mom D.WQ
® 401 Water Quality Certification 'op /f'F
2. Nationwide, Regional or General Permit Number(s) Requested: 33 C%
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 (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Progress Energy
Mailing Address: 412 S. Wilmington Street

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ELL & ASSOCIATES
INC
DAVIS
MARTIN - POW RUST
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ENGINEERIN HIGH POINT, NC 27261-0631 CHECK DATE
-
i .218-GATEWOODAVE,HIG_H:POINT;-7C_27262--._-_____ --
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66-49-531"
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PH. 336-886-
'AY Two Hundred and:no/100 Dollars-----------------------------
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rr X ~ R% Wooded J~ ~ ded _ 3800 Barrett Drive
i n Wooded ~ NE i ~ U ~ - s~L r FENCE ' h NC 27687 Raleig ,
71-4700 Phone. (910) 5
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c/ NpE / .NE - \ w \ ~ i ~ ' p~~5 ~ fee ~ ~ B. Civil En ineering Consultant g
~ ~ EX' F chJa ~ ~ ~ Davis-Martin-Powell & Associates, Inc.
C~~ Ri ~ - _ ~ Hooded ~i~ q„•~
N High Point, NC 27262
i ~ ~ ~
/ / \ / / ~ ~ Phone: [phone] ~ ti a°
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~ RTY ~ ~ ~ pPE ~ h PR \ ~ p PROPOSED ~
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i, ' ~ = ~ RIGHT-OF-WAY
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1. THE CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF THE SOIL SEDIMENTA7TON AND EROSION CONTROL LAWS AND REGULAAONS OF THE STATF OF 1\
NORTH CAROLINA AS ESTABLISHED AND ENFORCED BY THE LAND QUALITY SECTION OF E
THE NCDENR. THESE REQUIREMENTS SHALL INCLUDE BUT NOT BE LIMITED TD THE FOLLOWING.• A~CE$$ TO S~
6i ` CCESS TO SOUTH SIDE \ ym~ RICHLAND CREEK `i \ \ ~ 9o PROPOSED
i A. ALL DISTURBED AREAS ARE TO BE SEEDED AND STABILIZED WITHIN 15 DAYS OF os RICHLAND ~ COMPLE110N OF DISTURBANCE. SHOULD CONDll10NS EXIST UNFAVORABLE FOR h covsmucnoN
°o ORAL CONSTRUCDON NO ' SEEDING' Ofd OTHER INTENDED GROUND COVER, MULCH AND TACK APPLICAAON AS 0 N \ 1~ ENTRANCE N
AR A CORRIDOR ON EACH S1DE OF RELOCATED TRANSMISSION SPECIFIED BELOW WILL BE REQUIRED. ~ 1. CONTRACTOR SHALL CLf
7 ~ LINE A5 SHOWN ABOVE. B. DISTURBED AREAS SHALL BE SEEDED AT A RATE OF 150 POUNDS PER ACRE,
TYPE DEPENDING UPON SEASONAL LIMITATIONS; LIME AT THE RATE OF 4000 POUNDS SHALL BE CUT IN ACCORDANCE WITH PROGRESS ENERGY'S RIGHT-OF-WAY E RATE OF 1000 POUNDS PER 1
2. DANGER TREES PER ACRE .4ND FERTILIZER (TYPE f0-10-JO) AT TH 1TON SECTION 5.3 MINIMUM OF 75 ~ GROUND COVER ~ CIEAR/NG SPECIFICA ACRE THE SEEDED AREA SHALL BE MULCHED TO A EX. SCHOOL ~p
AS WHERE THE AND TACKED WITH EMULSIFIED ASPHALT AT THE RATE OF 150 GALLONS PER ACRE.
3. CONTRACTOR SHALL USE HIGH FLOATATION OR TRACK EQUIPMENT IN WET ARE ~ i
o~ GROUND MAY NOT SUPPORT HEAVY EQUIPMENT C. AFTER THE SITE !S STABILIZED, ALL TEMPORARY EROSION CONTROL MEASURES ~ 3
w ES NECESSARY TO CROSS RIPARIAN BUFFERS OR WET AREAS, IE. MARSH, WEIZANOS, (IF ANY) SHALL BE REMOVED. N 4, IF IT BECOM ACCESS ROUTES
a MS THE CONTRACTOR SHALL UITIIZE 1TMBER MATS TD MINIMIZE DISTURBANCE UNLESS /ZATION SHALL BE GRADED ~ m OR STREA D. SEEDED AREAS ERODED PRIOR TO PERMANENT STABIL SCALE. 1 "=1000'
~ OTHERWISE NOTED. ~ AS NECESSARY, RESEEDED AND MULCHED UNTIL A SUITABLE SURFACE /S ACHIEVED. ~ M BE
~ E CONTRACTOR SHALL COMPLY WlIN THE TERMS AND CONDllIONS OF PERMITS ISSUED ~ 5' ~ E. INSPECT TEMPORARY EROSION CONTROL DEVICES AFTER EACH PERIOD ~,,,A~p PREPARED BY r D ~
o NCDENR. OF SIGNIFICANT RAINFALL OR ON A WEEKL Y BASIS, WHICH EVER IS GREA TER. ~ 3 O 0 . ~ _ INC. - SSOC ~ &A D1~'E'E'LL IN P ~4RT DAMS
m TERS VEHICLE TRAFFIC AREAS, 1RAFFlC SHOULD BE CHECK DEb9CES FOR RILLS, EROSION, OR P! I 6. IF ANY CONSTRUCAON EQUIPMENT EN NING-SURVEYING RALEIGH, N.C.
w MAINTAINED AT ALL TIMES. F. ALL EROSION CONTROL IMPROVEMENTS SHALL BE MAINTAINED, REPAIRED AND ~ ~ ENGINEERING-LAND PLAN 'E.•~~,L ~ ODD AVE.
~ FENCES KEPT WORKING UNTIL ACCEPTANCE OF PROJECT. ALL EROSION/ CONTROL MEASURES ~ THE CONTRACTOR SHALL REMOVE, PROTECT AND RESET ALL MAILBOXES, SIGNS, POSIT , ~ 21B CA7EW CLEARING EROSION CONTROL PLAN FOR PROPOSED
W Z . _ ,r runn~u~TCOCJI «~ac neunr.Fn rniR~NC THIS PROCESS SHALL BE CLEANED OUT WHEN THEY ARE HALF FULL. w ~ HIGH POINT, NORTH CAROLINA 27262 RFi nraTioN OF FALLS-FRANKLIN 11.5kV
oa AND OTHER UNAVOIUA&v: Ubi5IKUr-lwlv~ it uvc w'PROPERTY OWNER'S SATISFACTION WITH PH [phone] FAX [phone] TRANSMISSION LINE ET. AL.
a SHALL BE REPLACED OR REPAIRED TO THE ENGINEERS AND t LOCATION WAKE COUNTY NC
NO ADDI TIONAL COMPENSA TION. 2. CONTRACTOR SHALL PREVENT ANY RUTTING OR EROSION FROM TAKING PLACE IN ANY DISTURBED AREAS GRAPHIC SCALE a 4is eFraa+aia„raa5q°`yA SCALE 1aa=100' PLOT SCALE
DRA CM MP CHK, APP.
Z J. IF IT IS DETERMINED DURING CONSTRUCTION THAT A SIGNIFICANT AMOUNT OF SEDIMENT 100 50 0 100 200 z 8. CONTRACTOR SHALL GAIN ACCESS TO THE PORTION OF THE PROJECT SOUTH OF THE CREEK a VIA THE EX. PROGRESS ENERGY RIGHT-OF-WAY FOR THE A1HEY PRODUCTS 66KV TAP LINE. LEAVING THE SITE, DESPITE PROPER /MPLEMENTAI]ON AND MAINTENANCE, THE PERSON DATE 4/01/03 DWG. NO. CT-48414, S-1
z PORTION OF THE PROJECT NORTH OF THE CREEK SHALL BE ACCESSED VIA THE DRIVE FOR WAKE IS LEA z ELECIR RESPONSIBLE FOR THE LAND-DISTRUBING ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL 1C OFF US HIGHWA Y 1. ACCESSING THE PROJECT FROM TWO LOCA 170NS SHALL BE DONE IN ATE REVISION BY CK. APP. N0. D
a ORDER TO A VOID THE NEED FOR A STREAM CROSSING A T RICHLAND CREEK. CORRECTIVE A C TION. 1" = 100 FEET < a
o - -

N, T, S. raNm
Seeding disturbed areas with annual grosses a legumes to provide temporary ground cover to lessen soil erosion.
PURPOSE To temporarily stabilize graded cut and lid slopes fhof canna! be
seeded with permanent vegetation with)n thirty dogs offer completion,
To temporarily stabilized g~oded areas of bare soil where permanent rogefodro cover is not needed or where groding has not been completed
o~ c o~`° and permanent sesdmg will be dons later,
~ 1~, ~r; CIaNOtnLWS NH£Rf PRACl/Cf APPL!£5 Nhere bore roll has been exposed by grading, and rogetotiro cover is needed
CRUSHER RUN CAPACITY OF PIPE C'UL BERT ~ ~ '~y for one ytror or less, may include such areas as tempaory sediment pond,
COURSE AGGREGATE EOUALS BANK-FULL Fl_OW > b~ P ~ ' ~ ~ ~ , dirorsioins, soil stockpiles, budding pods; rough-graded rood bunks, etc. It is also used fo provide o temporary perimeter bu/lar
6 DEE PREPARATION
7 2 DIAMETER OF PIPE ~ 8" min „ ~ CLASS B STONE COl/ERED OR 72 WMICME~ER lS GREATER BY LARGE ANGULAR ROCK depth ~ . / Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of of least six Inches so os to produce o loose, biable surloce, Incorporate 750-1000
' n 9 pounds 10-f0-l0 lertilirer and y9 fo two tons o/ dolomitic lime pet acre (note; Lime may not be needed i/ o soil test indicates o ph of 6.5 or higher),
2-3" o - C} - coarse aggregate Mulching is required according to the some speci>rcotions os for permanent
c~a~u~ oao _ DUB ~vU~~~> - seeding unless woirod by Soil Scientist. Select seed~hg mixture and best planting dotes bum Table 11.
C~C~ C~U~J~~, ~ SEE EROSION ~ ~ ~ ~ TABLE 1?
_ _ ~rr~~ 11~- CONrRO[ P[A,v ~ - I- ashing - It conditions ai the sde are such that most of the mud and sed~meni I~MPURARY SE£DINGS
~ - ~ ~ - U` FOR PiP I - _ - - - - are not removed b vehicles travelin over the ravel the tires shou d De _ _ - - ~ - ----I - ( washed, Nashm should be done on an area stabil~z w th c . SEEDING MIXTURE SEEDING RATE (LB~ACRf) P1ANTlNG DATES
1~_~ - I d ins i g ' ed i rushed stone that _ i ra nio a sediment crap or other suitable disposal area. A wash rack may also Rye Groin k 110 lbs. ?on, f -Moy 1 Kobe Cespedezo 50 lbs.
- - - - ~ ~ be used to make washing more convemeni and effective. _ _ - I -i. i _ I German Millet a 40-50 Ibs, Moy 1 -Aug. 15
~ _ - I~~-- Construction --Il~_-ili--iii. i, _ilr--iii _iil__~i~~-iii -iii-ii~ , Sudan Cross
SP2CIlF1Cdt10nS 1, Clear the entrance and exit area of all vegetation, roots, and other objec- Rye (Crain) (May substiture oats J10 lbs. Aug. 15 -Dec. 30
tionable material and properly grade it. PROF/LE~ before OCG 1 Or wheat Iran Oct. 1-Nor 15)
2. Place the gravel to the specific grade and dimensions shown, on the plans, and Annvol Ryegross 40 lbs. Aug, l5 -Nov. 3D
smooth it. FLOW 3. Provide drainage to ca water to a sedment tra or ocher suitable outlet, weeping Lorogross 1 5 lbs. Moy t -Aug. 15
CLASS B STONE COHERED ~ P j~ weeping lorogross is o perennial gross but is included here because o/
COURSE AGGREGATE - BY LARGE ANGULAR ROCK 4. Use geoteztile fabrics because they improve stability of the foundation in ifs adoptabllify to poa soil condillons and droughty sites.
i ~ locations subject to seepage or high water table,
~ L~ _J _ _ , - ~
~alntenanCt' Heinlein the gravel pad in a condition to prevent mud or sediment from leav-
0 o v o 0 0 0 0 0 0 0 0 0 0 0 0 o a o'o 0 0 0 0 0 0 ing the construction site, This may requuire periodic iopdressing with 2-inch 4
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o stone. After each rainfall, inspect any structure used to trap s^diment and clean 7 - 4
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ii out as necessary. Immediately remove all objectionable materials spilled, ~ o v o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 washed, or tracked onto public roadways.
00 0 0 00 0 0 00000 0000 oaoooooo00 a ~
0 000 0 0 ao 0 0 0 000 0000 ' -4-71
0 00 0 0 0000 00000 000000 0 0000
n 4 a Q _ - N.T.S. -4-
~ 0 DEFINITION
TOP OF BANK TOP OF BANK
Seeding disturbed areas with perennial grasses and (or) legumes to provide o permanent vegetative cover to lessen runoff and soil erosion,
25' MIN, STREAM CHANNEL 25' MIN,
PURPOSE
A. Erosion Control Review To lessen soil erosion and permanently stabilize disturbed areas created by
PLAN VIEW grodr'ng o! construction sites, NCDENR
CONSTRUCTION SEQUENCE CONDl710NS WHERE PRACTICE APPLIES Raleigh Regional Office
3800 Barrett Drive
7, CLEAR SITE, All bore soil areas on construction sites which ore not covered by structures
2 PLACE REOU/RED STABILIZATION STONE DOWNSTREAM OF CONSTRUCTION TD PROS/DE A TEMPORARY 1. DRIVE STEEL POST 24" INTO GROUND AND EXCAVAT~~ A 6" X 6" TRENCH or other erosion control devices. Raleigh, NC 27687 UCH
DITCH CROSSING WMILE STILL PASSING FLOW. THIS STONE SHALL B£ USED FOR STAt/L/ZAT/ON AFTER UPHILL ALONG THE LINE OF POSTS, MAX, 8' BETWE~' POSTS, PREPARATION Phone: [phone]
CONSTRUCTION, YET ADDITIONAL STONE MAYBE REOU/RED TO PROt/IDE FOR THE DITCH CROSSING ATT CONSTRUCTION WlTMIN THE DITCM BANK SHOULD BE DONE IN A TIMELY MANNER WHEN NO EXCESSIVE 2, ACH WERE FENCE TO P05TS AND EXTEND THE BOTTOM OF THE Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six
FLOW /S PREDICTED, THE DITCH BANK SMALL NOT BE UNPROTECTED FOR MORE THAN A 46 MDUR FENCE 6 INTO THE EXCAVATED TRENCH, inches so as to produce o loose, fiioble surloce. Remove all stones,
PERIOD, AND FLOW SHALL BE CONTROLLED BY A TEMPORARY STONE DES/CE AT THE DOWNSTREAM 3. ATTACH THE FABRIC TO THE WIRE FENCE AND EXTEND THE boulders, stumps or debris from the surloce which would prohibit germination or plant growth, Spread topsoil in o layer 3" - 6" depth, B. Civil En ineerin Consultant
END AT ALL TIMES DURING CONSTRUCTION wrTM/N THE DITCM BANK BOTTOM OF THE FABRIC 6" INTO THE TRENCH, g g
4, AFTER CONSTRUCTION AND BACKFILLING W/TMIN THE DITCM BANK THE DOWNSTREAM STONE DEVICE 4. BACKFILL THE TRENCH AND COMPACT THE S IL FIRM Y T SHALL BE USED TO PROI~IDE THE REQUIRED PERMANENT STABIUZAT/ON STONE /F THE DITCM STILL O L 0 ANCHOR Incorporate r'nto the soil B00 to 1,000 pounds of f0-10-f0 fertilizer plus 500 Davi$-Martin-Powell & Associates, InC.
REQUIRES A TEMPORARY CROSSING AFTER STABILIZATION, ADDITIONAL RIP-RAP MUST BE PROS/DED THE BOTTOM OF THE SILT FENCE 50 THAT RUNOFF IS FORCED TO pounds of twenty percent (20X) superphosphate per acre and two tons of dolomitic lime per acre unless soil tests indicate fhof o lower rote of lime 218 Gatewood Ave.
ON-SITE TO PREVENT DISTURBING THE STABLIZED AREAS GO THRU THE FENCE AND CANNOT GO UNDER IT, con be used.
5, AFTER CONSTRUCTION IS COMPLETED ALI. 1EMPORARY DITCM CROSSINGS SHALL BL~ REMOVED AND High Point, NC 27262 Mulch otter seeding with 1,5 tons of grain straw per acre and either Crimp Phone: [phone]
AREAS WITHIN THE DITCM BANK SHALL BE UNINHIBITED BY STONE USED FOR STABILIZATION rw in it r k i h li ( sb~ fo so o toc w t quad asphalt of 400 gallons per acre ar
STEEL POST RE ENCE emulsified asphalt at 300 gallons per acre. FaX: [phone]
~ {REQ'D W/BURLAP ONLY)
x FABRIC
N.T.S. ~ ~ { Q ) a ? NO WIRE FENCE RE 'D PLANTS & MIXTURE PLANTING RATE/ACRE PLANTING GATES
00
I I BACKFILL TRENCH WITH SOIL d~ ~ o cMATERIAL AND TAMPING OR Ial/ Fescue 100-150 lbs. Aug, 15 -Oct. 15 (Low Maintenance) Feb, 15 -Moy 1
0 0 o<WASHED STONE TO 6" ABOVE
p GROUND. v , Toll fescue 200-250 lbs. Aug, 15 -Oct. 95 Waterwo and Feb, 15 - Moy 1
p ~ Lawns High Maint.)
Blend of two furl- 200-250 lbs. Auq. 15 -Oct. 15
t e toll Fescues Feb. 15 -Moy f
N 90X) and two or more improved
Kentucky bluegrass
varieties (10X) (high maintenance)
Toll Fescue 100 lbs. Feb. 15 -Moy 1 and and Auq. 15 -Oct, 15
N.T.S. Kobe or Korean 20-25 lbs.
lespedezo
Tall Fescue 50 lbs./acre Nov 1 -Feb. 1
(Unscorilied)
E Toll Fescue and 60 lbs. July and August German Millet or and
0 rn Sudangross 2 30 lbs.
~t 0
i Tall Fescue 70 lbs. Nov, 1 -Jan. 30 and and
n 0 Ryegrain 2 25 lbs.
O N Common Bermudagross 8 lbs. (hulled) April 15 -June 30
IV 15-20 lbs. (unhulled) Feb. 1 -March 30
C J 1 For spring seedings, use Scarified Cespedeza seed. For tole fall and
winter seedings, use unscarified seed.
h W
W 2 Annuals such os Millet, Sudangross and Ryegroin must be kept at f0-12" maximum height.
I
3 p
w
LAMINATED MATS a m
•THREE LAYER OF 2' X 8' HARDWOOD TIMBERS, NAILED ON BOTH SIDES,
i
3 • WIDTH; 8' i
10 • LENGTH; 16' ~<<~~~~~~«<,, PREPARED' BY C
W • THICKNESS; 6" i ~ ~ R err' ~ o o ~ DA VIS-MARTIN-POWE 0 0 r U
I LL & ASSOC. INC. ~l /
W ~ LIFTING METHOD: TWO 3/8" HIGH-TENSILE CHAINS ENGINEERING-1,.4N~ PI„4NNINt;-.4TIRVPY1Nr. _
O EAL
a 2NALLIUH, N.C. 18 CATEWOOD AVE. 4076 RICH POINT, NORTH CAROLINA 27262 CLEARING EROSI0N CONTROL PLAN FOR PROPOSED
TIMBER MAT DETAIL RELOCATION OF FALLS-FRANKLIN 115kV PH
w m ti Fro R G I N S [phone] FAX [phone] TRANSMISSION LINE ET AL _
Q N.T.S. Z of fee LOCATION WAKE COUNTY NC _
Z SCALE AS NOTED PLOT SCALE
Q DRAWN CM -&MP CHK. APP.
0 DATE 4/01/03 DWG. NO. CT-48414, S-2 NO. DATE REVISION BY CK. APP,

NC HIGHWAY 98
Z
~i
J
/ ~
P 1
V~
5• 1~'
ACCESS TO NARTH SIDE
RICHLAND CREEK
(Not to Scale)
m hp
x ~ • wooded TOWER LOCH LION
i ~ v i ~
r ~~NE
V 1~5k
CAI NroN NKU ,
i A~~y .FRA UNE p A~~S ~~5KV h ~
~ ~C. F pN DERS
' G N A~~S. .NEN
.n f ~ G E A~~S X• f UN~ E 69ky
~ C G,, - - EO T 4 ORES
E ~o ND WAS KE f WA
9A X. EA E ti• e ARY ~ Wooded ~ G~ • 4 EX c/~
TEMPAR NE 9 ? Ep noN ~ ~ oN CgNTRUC n . ~ NO . `/4~
oPER ~ BA ENTRANCE PR O E A ~ ~ ~ ~g Wooded 1 - - ~ , 4 77
~ oo ~a . ~ ~
~o. `9 0 cA E ON . -4-77 ~r, .
p AN A8
WAKE ELECIR/C BE 1 Wooded , so. ~ A,~
g°o
Q G F ~ ~b ~ ~
N B~ ~'o IPARIA
~ 90 R ~ TION o ~ .
TOWER LOCA r ~ A. Erosion Control Review
, - NCDENR
rr X J~ ~ laod i RI a eigh Regional Office
i R~~ Wooded - / ENE Wooded , ooded
KJ ~ 00 B rr tt D iv 38 a e r e SILT FENCE
- N~fON g / , ~ KU SILT FEN E Ralei h N 27 7 g , C 68
.fRAN NE 5 Y~ / ) P - hone. [phone]
FALL ~ f EX' SON
c/~ o~ ~ , ~ ~ ,HEN wooded ~ . Wooded
~~s ~ Qµ. \ fA re
G E ichia , ~ ~ G ~ R _ / ~ ~ B. Civil Engin9ering Consultant ~ ~
N ~ ~ Davis-Martin-Powe11 & Associates, Inc.
218 Gatewood Ave.
i Hi h Pomt, NC 27262
i~ r i ~ i ~ g a°
~ ~ Phone: [phone] o
F ~ ~ \ ~ / ~ F ~ Fax: [phone]
'~t ~ ~ \ ~ / ~ ~
~ ~ ~
\ E UN ~l n ~s
EN ~ , P~
\ 0 h r ~
~c~ ~ PROPOSED
/ g !~r CONSTRUCTION
V ENTRANCE y. v ~9
h
~ Wooded ~O ON ~ 0' ~ ~ PROPOSED TOWER LocA n ~ , oy ~ ,g - RIGHT-OF-WAY
~
~ ~ ~
n 'O F~ # ~ Fy
9~ r~.~ •98 'Eo t~.
F` ~'A f ~
9 G 2~ ~ 0~~
~F Sp, s
y '0~ ~o ~ ~ A,Q UT OF ~0 PROPOSED R/CHLAND
9y c~, ~ O ~O O ~ ~`b CULVERT TYPE ~ CREEK
gL ~ c~ STREAM
CROSSING ~
9.0
WET
WEATHER
ERL191~11 CdNf1JA0C MOTES D/TCH ( ~
1. THE CONTRACTO4 SHALL CONFORM TO ALL REQUIREMENTS OF THE SOIL TOWER LOCATION R LOCATION ~
SED/MENTATIAN AND EROSION CONTROL LAWS AND REGULA110NS OF INE STATE OF 11~
o NORTH CARQLINA AS ESTABLISHED AND ENFORCED BY THE LAND QUALITY SECTION 01~ ~ THE NLnENR, 1HESf REQUIREMENTS SHALL INCLUDE BUT NOT BE LIMITED TO THE 1\
FOLLOMINC~ 11 ~
A. ALL DLSIUR6'sED AREAS ARE TO BE SEEDED AND STABIUZED WITHIN 15 DAYS OF ACCESS TD ~ CCESS 10 SOUTH SIDE ~~~,9
$ GENERAL CONSj,~f~]jQ~( NOIE'S• CQIIPLEl1(~1N Q~ DISTURBANCE. SHOULD CONDI110NS EXIST UNFAVi7RABLE FOR ~~s, RICHLAND RICHLAND CREEK 11 ~ GZ q
" SL~EDING OR OTHER INTENDED GROUND COVER, MULCH ANO TACK APPUCA AAN AS ~0 1. CONTRACTOR SHALL CLEAR A CORRIDOR ON EACH SLOE OF RELOCATED IRANSMlSS/ON SPEpF/ED 6?EZOW INLL BE REQUIRED. O ~ PROPOSED
h ~ LINE AS SHOWN ABOVE. ~ ~ coNSTRUCnonr
~ ~ DISTURBED AREAS SHALL BE SEEDED AT A RAZE OF 150 POUNDS PER ACRE, ~ ~ ENTRANCE 11 N
2. DANGER TREES SMALL BE CUT /N ACCORDANCE WITH PROGRESS ENERCYS RIGHT-OF-WAY T1PE DEPQVDINC UPON SEASANAL L/MITAIIONS; LIME AT THE RAZE OIL 4000 POUNDS ~1
~ CLEARING SPEC/F/CAIION SECTION 5.3. PER ACRE AND fERIlL/ZER (TYPE f0-f0-10) AT THE RAZE OF 1000 POUNDS PER ~ AptE THE S~1AED AREA SHALL BE MULCHED TO A MINIMUM OF 75 ~ GROUND COVER `1
i 3 CONTRACTOR SHALL USE H/GH FLOATAIIOW OR ]RACK EQUIPMENT IN WFT AREAS WHERE 1Hf AND TAp(ED IM1H EMULSIFIED ASPHALT AT THE RAZE OF 150 GALLONS PER ACRE.
rn GROUND MAY NOT SUPPORT HEAVY EQUIPMENT, v C AFTER THE SIZE 1S STABIUZED, ALL TEMPORARY EROSION CONTROL MEASURES EX. SCHOOL \ ` ~ . 1
~ 4. IF 1T BECOMES NECESSARY TO CROSS RIPARIAN BUFFERS OR WFT AREAS, lE. MARSH, WEIIANDS~ (1F ANY) SHALL BE REMOVED. ~
m OR STREAMS, THE CONTRACTOR SHALL U])UZE LIMBER MATS TO MINIMIZE DISTURBANCE UNLESS
~ OTHERWISE NOTED• D. SEEDED AREAS ERODED PR10R TO PERMANENT STAEIlUZA11AN SHALL BE GRADED ACCESS ROUTES
~ AS NECESSARY, RESEEDED AND MULCHED UNTIL A SU/TABLE SURFACE /S ACHIEVED. ~ 5. 1HE CONTRACTOR SHALL COMPLY WI1H THE TERMS AND CONDITIONS OF PERMl15 ISSUED Bf SCALE:• 1 "=1000'
NCDENR. CT IEVPARARY ROS/AN CONTROL DEVICES AF1E'R EACH PERIOD o E. INSPE E
~ AF SIGN/f)CANT RAINFALL OR OW A WEEKL Y BASIS, WHlp~l EVER /S GREATER. ~ 6. IF ANY CONSIRUC110N EQUIPMENT ENTERS VEHICLE TRAFFIC AREAS, TRAFFIC SHOULD BE plEp( DEI~lI~S FOR RILLS, EROSyAN, OR PIPING PRF,PAf~ED BY
~ MAINTAINED AT ALL 1TMES. ~ ( ~ o 0 D - - 0 0
~ f. ALL ER09'AN I.IOYVTROL lMPROV£MENIS SHALL BE MAINTAINED, REPAIRED AND . A S & ASSOC. C 9;
~ 7. THE CONTRACTOR SHALL REMOVE, PROTECT, AND RESET ALL MAILBOX£~ SIGNS POSIT FENI.L~ KEPT W~KlNG UNTIL ACCEPTANCE OF PROJECT ALL EROSIOW/ COW IROC MEASURES o AND OTHER UNA~O/DABLE OBSIRUC1lONS /F ENCOUNTERED. IJFMS DAMAGED DURING IH/S PROCESS S}IALL BE GYEANED OUT WHEN 1H£Y ARE HALF FULL. < ENGINEERING-LAND PLANNING-SURVEYING SEAL RALEIGH, N.C.
. ~ 21B CATI.'N'OOD AVE.
SHALL BE REPLACED OR REPAIRED TO THE ENGINEERS ANO PROPERTY 0WVEX 5 5A I157-ACAON W 111 T; 4U/b ; - CLEARING EROSION CONTROL PLAN FOR PROPOSED HIGH POINT, NORTH CAROLINA 27282 1
a NO ADDITIONAL COMPENSAAON. 2 CONIRAC70R SHALL PREVENT ANY RUTnNG OR EROSION FROM TAKING PLACE IN ANY asTVRSIED AREAS GRAPHIC SCALE RELOCATION OF FALLS-FRANKLIN 115kV PH 338 888-4821 FAX [phone]
8. CONTRACTOR SHALL GAIN ACCESS TO THE PORTION OF THE PROJECT SOUTH OF THE CREEK .ti IN 6,, s9R~.•` TRANSMISSION LINE ET AL
~fS P~o E „a LOCATION WAKE COUNTY NC
z VIA THE £X. PROGRESS ENERGY RIGHT-OF-WAY FOR THE ATHEY PRODUC75 66KV TAP LINE. 3 IF IT IS OVERAWED DURING CONSIRUCIIOV THAT A SIGNIFICANT AMOUNT OF SEDIMENT 100 50 0 100 200 o PORTION OF THE PROJECT NORTH OF THE CREEK SHALL BE ACCESSED VIA THE DRIVE FOR WAKE IS LEANNG THE SIM DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, TH£ PERSON uSCALE 1"=100' PLOT SCALE
Z ELECTRIC OFF US HIGHWAY 1. ACCESSING THE PROJECT FROM T*V LOCATIONS SHALL BE DONE IN RES%°OWSYBL£ FOR THE LAND-DISTRUBING ACTIVITY IS OBLIGATED TO TAKE ADD177ONAL a ORDER TO AVOID THE NEED FOR A STREAM CROSSING AT RICHLAND CREEK. CORRECTIVE AC7I00V 1 " = 100 FEET DRAWN. MBiDMP CHK. APP.
0 NO. DATE RI ASION BY CK. App, DATE 4/01/03 DWG. NO. CT-48414, S-1

N, T, S. flNl Seed~g dlsturbsd areas with annuo/ grasses or Jegumes to prov/de
temparwy ground coror to lessen soil erosion.
~4,~ To tempororsy stob4ire graded cut and rd! slopes that ca+not be
seeded wilh permanent wgefotlon within thirty dogs afler comp/etiar~ 1a temporarily stabllired graded areas o! bare soil where permanent
oA vegefaflro coror !a not needed or where grading has nat been comp/efed
ct b~~ ~ f 4'0 ~ and permanent seeding wAl be done later, C(NVDIIIGYVS INYE/j~ PRACTICE APPLIES
~i Nhere bore s~ has been e~yoosed by grodu~g, and rogeloUro cover !s needed
CRUSHER RUN CAPACITY OF PIPE CUL INERT for one year or kss, may include such seas as temporary sediment pond diversloing soN stoekplles, burldMg pads, rough-graded road banks, etc. 11
COURSE AGGREGATE EQUALS BANK-FULL FLOW ~ ° ~ . Is o/so used to provide o fsmpaory perimeter Buller.
6" DEEP ~ PREPARA1fON Prepare sseo6ed by r¢Ipm~ chiselMg, harrowing or p/ow/ng fo de~pfh of at
„ " „r, 1/2 DIAMETER OF P/PE CLASS B STONE COVERED e" min depth / ' least sar Mches so os fo produce a loose, hioble surface. Incorporate 750-f000 pounds 10-f0-f0 hxfNlrer and }p to two tons of dolomitic lime per acre
OR 12" WHICHEVER IS GREATER BY LARGE ANGULAR ROCK 2-3» (note; Lime may not be needed it o soil test Mdicotes o ph o165 or higher).
coarse aggregate Mulching is requhed occord~ng to the same specilkotions os for permanent seeding unless woirod by Soil Scientist, Select seeding mixture and best
planting dotes Jrom Tob/s 11. rAtxE 12
TEMPORARY SEEDlNGS
I__ - - - - SEE fROS~ON _ _ _ flashing - It conditions at the ste are such that moat of the mud and sediment _ - CONTROL PLAN - I _
- - - - FOR PIPE SIZE - - - are not removed by vehicles traveling over the gravel, the tires should be _ _ ~ ~ - - _ - washed, Naahing should be done on an area stabilized eith crushed stone that SEEDING MIXTURE SEEDING RATE (LB/ACRE) PCANTINC DALES Rye Croln cY 1?0 !bs ,Mn, f -Moy 1
- - ~ _ - droina into a sediment crap or other suitable db area A wash rack may also - - - _ - - - _ _ _ _ _ I_ be used io make washing more convenient and etecUve. Kobe Cespedero 50 !bs
6ermon Millef w 40-50 lbs. Moy l -Aug IS
_ _ I ~ Construction Sudan Cross R,~ (Crain)
-III---III-III---I I i--III-III--I i I----I I I---III---III-I I' CiflcatlOnS L Clear the entrance and exit area of all v elation roots and other ob'ec- Spe eg 1 tionable material and properly grade it. (Moy subslifure cots 1 I R Au . 15 -Dec. 3D
PROFIL E Deforo Oct. 1 or wheat 10 b g from Oct. 1-Nor /5J
2. Place the gravel io the specific grade and dimensions shown on the plans, and smooth ii, Annuo/ Ryegross ~ 40 !bs Avg. 15 -Nov 30
NbePin9 Lorogross 5 lbs. Moy 1 -Aug. 15
FLOW 3. Provide drainage to carry water to a aedment trap or other suitable outset. CLASS "B" STONE COVERED Nfeeping /ovegrass is o perennid grass but is included here because of Ifs odoptab111fy to poor soN conditions and droughty sites,
COURSE AGGREGATE BY LARGE ANGULAR ROCK Uae geotexiile fabrics because they improve stability of the foundation in locations subject to seepage or high water table,
Maintenance ~ Maintain the ravel ad in a condition to revent mud or sediment from leav- g P P 4
ing the construction site. This may roquuire periodic topdrosaing with 2-inch 7 - 4
0 o stone. Alter each rainfall, inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all objectionable materials spilled,
washed, or tracked onto public roadways.
- r 1
" - -
¦
N,T,S.
0 1, FIN/T/0N
TOP OF BANK TOP OF BANK 5eedinq disturbed areas with perennial grosses and (or) legumes to prowde a
permanent vegetoti~re cover to lessen runoff and soil erosion,
STREAM CHANNEL 25' MIN, PURPOSE.
z5 MAN, A. Erosion Control Review
To lessen soil erosion and permanently stabilize disturbed areas created by NCDENR
PLAN I/IEW grading of construction sites.
Ralei h Re Tonal Office N Ill WH R PRA T/ APP / g CO 0 ONS E E C Cf LES
CONSTRUCTION SEQUENCE 3800 Barrett Drive
All bore soil areas on construction sifes which are not covered by structures n n l or other erosion control devices, nalI~~~ h, NC 27687 1°'!!
1, CLEAR SITE 2 PLACE REQUIRED STABILIZATION STONE DOWNSTREAM OF CONSTRUCTION TO PROVIDE A TEMPORARY 1. DRIVE STEEL POST 24" INTO GROUND AND EXCAVATE A 6" X 6" TRENCH tENCH PARAl7 Phone: [phone]
DITCH CROSSING WHILE SALL PASSING FLOW THIS STONE SHALL BE USED FOR STABILIZATION AFTER UPHILL ALONG THE LINE OF POSTS. MAX, 8' BETWEEN POSTS. PRE arv
CONSTRUCTION, YET ADDITIONAL STONE MAYBE REQUIRED TD PROVIDE FOR THE DITCH CROSSING 2, ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six
3. CONSTRUCTION WITHIN THE 0lTCH BANK SHOULD BE DONE /N A T/MEL Y MANNER WHEN NO EXCESSIVE FENCE 6" INTO THE EXCAVATED TRENCH. FLOW /S PREDICTED. THE DITCH BANK SHALL NOT BE UNPROTECTED FOR MORE THAN A 4B HOUR inches so os to produce o loose, lriob/e sur/ace. Remove all stones, boulders, stumps or debris Irom the surface which would prohibit germination
PERIOD AND FLOW SHALL 8E CONTROLLED BY A TEMPORARY STONE DEVICE AT THE DOWNSTREAM 3, ATTACH THE FABRIC TO THE WIRE FENCE AND EXTEND THE or p/ont growth. Spread topsoil in a loy~r 3" - 6" depth, B. Civil En ineering Consultant 9
ENp AT ALl TIMES DURING CONSTRUCTION WITHIN THE DITCH BANK, BOTTOM OF THE FABRIC 6" INTO THE TRENCH,
4, AFTER CONSTRUCTION AND $ACKFILLING WITHIN THE DITCH BANK, THE DOWNSTREAM STONf DEVICE 4, BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR Incor orate info the soil Boo to 1000 ounds of f0-f0-f0 fertilizer lus 500 DaVIS-Martln-Powell & Associates, Inc. P ~ P P ' pounds of twenty percent (20X) superphosphate per acre and two tons of 218 Gatewood Ave.
SHALL BE USED TO PROVIDE THE REQUIRED PERMANENT STABILIZATION STONE IF rHE DIrcH sr~LL THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO dolomitic lime per acre unless soil tests indicate that o lower rote of lime
REQUIRES A TEMPORARY CROSSING AFTER STABILIZATION, ADDITIONAL RIP-RAP MUST BE PROVIDED N R IT. GO THRU THE FENCE AND CANNOT GO U DE ON-SITE TO PREVENT DISTURBING THE STABLIZED AREAS. con be used. Hi h Point, NC 27262 9
5. AFTER CONSTRUCTION IS COMPLETED ALL TEMPORARY DITCH CROSSINGS SHALL BE REMOVED AND Mulch after seeding with 1,5 tons of grain straw per acre and either crimp Phone: (336j $86-4821
AREAS WITHIN THE DITCH BANK SHALL BE UNINHIBITED BY STONE USED FOR STABILIZATION straw into soil or tack wifh liquid asphalt of 400 gol/ons per acre or emulsified asphalt of 300 gallons per acre. FaX: [phone]
STEEL POST RE ENCE (REQ'D W/BURLAP ONLY)
x FABRIC Qz ,
N.T.S. ~ ~ (NO WIRE FENCE REQ D) PLANTS & MIXTURE PCANTINC RATE/ACRE PLANTING DATES
0 o gACKFIII TRENCH WITH SOIL Tall Fescue 100-150 lbs. Aug. 15 -Oct. 15
~ M p (MATERIAL AND TAMPING OR (Low Maintenance) Feb, 15 -May 1
p~WASHED STONE TO 6 ABOVE p GRD ND. Toil fescue 200-250 lbs. Aug, 15 Oct 15
Waterwo and Feb. 15 - May 1
i Lawns High Moint)
~;i Blend of two turf- ?00-?50 lbs. Aug. 15 -Oct. 15
i \~/~A~ O \~~A~ ,~i~ i. I t e tall Fescues Feb. 15 -May 1 90X) and two or
fV more improved
Kentucky blue rocs varieties (fD~Y
(high maintenance)
Tol! fescue 100 lbs. Feb. 15 -May 1 and and Aug. 15 -Oct 15
N.T.S. Kobe or Korean 20-25 lbs.
Lespedezo
Toll fescue 50 lbs./acre Nov, 1 -Feb, 1
(Unscorified)
Toll Fescue and 60 lbs. July and August Cermon Millet or and
E 0 Sudongross 2 30 lbs.
M Toll Fescue 70 lbs. Nou, 1 -Jan, 30
0 and and
i Ryegroin 2 25 lbs.
QM O Common Bermudograss 8 lbs. (hulled) April 15 -June 30
N N 15-20 Ibs, (unhulled) F®b. 1 -March 30
1 For spring seedings, use Scarified Lespedeza seed. For Iota fall and
C 7 winter seedings, use unscori/ied seed.
H ? Annuals such os Millet, Sudangross and Ryngrain must be kept of 10-12" maximum height.
W I
0~
3 v
4i LAMINATED MATS a
m
~ ' X 'HARDWOOD TIMBERS NAILED ON BOTH SIDES, ~ THREE LAYER OF 2 8 ,
~ WIDTH; 8'
i , ~~~11+~u~rq~ PREPARED BY
~ ~ LENGTH: 16 ~ „ ~ ~e, ~ 0 0 00 - RT - 0 WELL & ASSOC. INC. DA VIS MA IN P
w ~ THICKNESS; 6 1 '
N . , ,rTi"in ur'Ti.1/1f1. TlAlf1 Z /G" WCU_TGAICII G rueir`i~ a~ ENGINEERING-LAND PLANNING-SURVEYING o~i nru sir
V Ur I IIVb IVIC I fivu I rrv V i nv EAL . - VV., , N.V 218 CATEWOOD .AVE.
O 4076 CLEARING/EROSION CONTROL PLAN FOR PROPOSED HIGH POINT, NORTH CAROLINA 27282 -
R v RELOCATION OF FALLS-FRANKLIN 115kV y N PH [phone] FAX [phone]
a TIMBER MAT DETAIL IwL TRANSMISSION LINE, ET. AL.
w a N.T.S. p0 •~,ES E. ,~o LOCATION WAKE COUNTY NC
Z SCALE AS NOTED PLOT SCALE
Z DRAW Q B/DMP CHK. APP,
a NO, DATE REVISION BY CK. APP. DATE 4/01/03 DWG. NO. CT-48414, S-2

._..-------If
NC HIGHWAY 98
J
/ ~
P 1
5•
ACCESS TO NORTH 510E
RICHLAND CREEK
(Not to Scale)
m h~ wooded TOWER LOCH nav
x
~ ~ i ~ ~e / ~r al~
r E J~~ • ~ UN \ <r
N~ ` N~~I , A E
~ / A~~S EX, F .ER N L u I ~~s 5kv h~ s
C X fA N E ERSO
A~~S, .hIENG
.c~ E~. f ~ G~ ~ A~~S F uNE E 6yKv
, - Ep ~ T 4 ORES '
ON ~ D WAk AN A8 OC. KE F wA 7 -1 4
gE TEMPORARY wooded 0 EX• ,
NE 9 t Ep CANIRUCIION U 'S ON ERn - ~ N~ .
E R~ o ~ AgA ENTRANC P ,y E ~ B Wooded 1 - - 4 77
o ~ `9 p
d~ E ON N~ 1 - - 4 7 5 7
AgA WAKE ELECTRIC gE
TD Wooded so• led A,~
4• ~Oo
i~ F - ± ~o ~ ~ Cp
IAN 8 ~ °9 RIPAR o
~ 0 TONER LOCA 110N o ,r
A. Ero ion r I s Cont o Review
m x d ~~ee ~ , - NCDENR
J n . • ~ -,.,,,_.r Wooded j wooded Raleigh Regional Office
' ENE Wooded . - 3800 Barrett Drive
5kV ~ S/L T FENCE
N~~ h / ~ ~ ~ ~ - K~ SyL T fEN Ral i h e g , NC 27687
.fRAN NE U-S V~ / Phn: o e [phone]
X• ON E S CII' OER
~ -N~ Wooded ~ • wooded
E~• F e
C/I' RicMp ~ 4 _ ~ v , B. Cml Engineenn Consultant g.
N ~ WbocMd Davis-Martin-Powell & Associates Inc.
218 Gatewood Ave.
. ~ ~ ~ ~ ~ r' i Hi h P 'nt g a , NC 27262
i ~ i o~
~ ~ i ~ - ~ oa Phone: [phone] (
\ ~ ~ Fax: [phone]
~ \ 4
E ~
UN ~ ERn ~ , .
PRA \ 0
h OG'
/ 5 ~ PROP ~ OS~`D
CONSTRU !~r CnON ' ENTRANCE
' ~ U y,• . 9
h noN ~0 0' - ~ PROPOSED
~ Wooded Q ,,p~'' h TOWER LOCA ~ , y ~ ~ ~ 9 - RIGHT-OF-WA Y
V ~ ~ ~ -
~ \ J ~ ~
c+ ~'P F H
~ t^,~ -per .se
~0 ~A ~2 F'9o ~
~ Z~ ~ 9 ~G ~ ~ ~ pf ~
-o S~. '9 ~'o 'OAP 'O UT OF
~T ~ ADO p PROPOSED R/CHLAND
Z~ ° `~O ~ CULVERT TYPE CREEK
gL s ~~L ~ STREAM
yo CROS~lNG
WET
laAN1~OL WEA 1HER D/T H C
1. 1H£ CONTRACTORQ SHALL CONFORM TO ALL REQUIRExlEN1S OF THE SOIL TOWER LOCH IIAN E SED/MENTAIION AND EROSION CONTROL LAMS AND REGULA(IONS OF THE STATE OF FR LOCH nav \ 11
~ NOQIH CAROLINA AS ESTABLISHED AND ENFORCED BY THE LAND QUALITY SECAON OF 11.
a 1HE NCDEIVR THESE REQUIREMENTS SHALL INCLUDE BUT NOT BE lIMl1E0 TD THE 11
FGYLOWlNG.• \1 ~
~ ACIDS TO ~ A. ALL DISTURBED AREAS ARE TO Bf SEEDED AND STABILIZED WITHIN 15 DAYS OF ACIDS lO SOUTH SIDE 11~y
$ COMPLE]ION L<< DISTURBANCE. SHOULD CONDITIONS EXIST UNFAVORABLE FOR v~sh RICHLANI " SEEDING OR OTHER INTENDED GROUND COVER, MULCH AND TACK APPUCA 1)ON AS CREEK R/CHLANO 11 ~
~ 1. CONTRACTOR SHALL CLEAR A CORRIDOR ON EACH SIDE OF RELOCATED TRANSMISSION SPECJFIfD BELOW WILL Bf REQUIRED. Q GZ '0 11~ PROPOSED
~ LINE AS SHOWN ABOVE. ~ 11 coNSrnucnav
~ B. DISTURBED AREAS SHALL BE SEEDED A T A RA 1E OF 150 POUNDS PER ACRE, 2. DANGET,' TREES SHALL BE CUT /N ACCORDANCE W11H PROGRESS ENERGYS R1GHT-OF-WAY IYPf DEPENDING UPON SEASbMVAL UMITAI)ONS;• LIME AT 1HE RA1E OF 4000 POUNDS 11 ENTRANCE 11
~ CLEARING SPECIFICATION SECTION 5.3 PER ACRE AND FER1lL/ZER (TYPE f0-10-10) AT THE RAZE OIL' f000 POUNDS PER 1\
~ ACRE. 1NE SEEDED AREA SHALL B£ MULCHED Ir7 A MINIMUM OF 75 ~ GROUND COVER 11
i 3. CONTRACTOR SHALL USE NIGH FLOATATION OR (RACK EQUIPMENT /N WET AREAS WHERE 1HE AND TACKED WITH EMULSIFIED ASPHALT AT THE RAZE GIB 150 GALLOWS PER ACRE. GROUND MAY NOT SUPPORT HEAVY EQUIPMENT.
~ L: Af7ER THE S11F IS STABILIZED, ALL IEMPGRARY fROSYGw CONTROL MEASURES ~x. scHOO~ 11 ~ .
~ 4. lF /T BECOMES NECESSARY TO CROSS RIPARIAN BUFFERS OR WET AREAS; lE. MARSH, WETLANDS, (IF ANY) ,SHALL BE REMOVED. ~ a OR STREAMS, THE CONTRACTOR SHALL UITUZE LIMBER MA1S TO M/NIM/ZE DIS1URBANCE UNLESS
m tD OTHER6NSE NOl£0. D. SEEDED AREAS ERODED PRIOR TO PERMANENT STABILIZATION SHALL BE GRADED
~ AS NECESSARY, RESEEDED AND MULCHED UNlI1 A SUITABLE SURFACE 1S ACHIEVED. ACCESS ROUTES
~ 5. 1H£ CONTRACTOR SHALL COMPLY W11H INE 1FRMS AND CONDITIONS OF PERMITS' ISSUED BE SCALE:• 1 =1000'
o NCDENR. E. INSPECT TEMPORARY EROSyLW CONTROL DEVICES AFIFR EACH PERIOD ~ OF STANIF/CANT RAINFALL OR OV A WEEKLY BASYS; WHICH EVER /S GREATER.
~ 6. IF ANY CONSIRUC710N EQUIPMENT ENTERS VEHICLE ]RAIFIC AREAS, 1RAFF/C SHOULD BE CHECiY DENl.ES FOR RILLS, EROSION, OR PIPING. ~ PREPARED BY
w MAINTAINED AT ALL TIMES ~ F. ALL EROSTOW CONTROL /MPROVEMENIS ST•IALL BE MAINTAINED, REPAIRED AND ~ ~ ~ o 0 D - - AYIS PO o 0 & ASSO C. INC.
~ 7. THE CONTRACTOR SHALL REMOVE; PROTECT, AND RESET ALL MAILBOXES, SIGNS; POSTS; FENCES, KEPT Wl7RKING UNTIL ACCEPTANL~E OF PRO~CT. ALL EROSION! CON1l?OL MEASURES 9 q%
o AND OTHER UNAVOIDABLE OBSIRUCITONS JF ENCOUNTERED. l]FMS DAMAGED DURING 1H/S PROCESS ~ ~ SHALL BE CLE~4NED OUT WHEN 1NEY ARE HALF FULL. w < - ENGINEERING-LAND PL~9NNING-SURVEYING SEAL RALEIGH, N.C.
a. SHA[ L AF REP/ ACED OR REPAIRED TO 1HF ENGINEER'S AND PROPERTY OWNERS SA flSF,4CAON W11H dma _ 218 GATElI00D AVE. ~
a NO ADD177ONAL COMPENSATION. 2 CONTRACTOR SHALL PREVENT ANY RU777NG OR EROSION FROM TAKING PLACE IN ANY HIGH POINT; NORTH CAROLINA 27282 CLEARING/EROSION CONTROL PLAN FOR PROPOSED
DISTURBED AREAS GRAPHIC SCALE ti N PH 336 888-821 FAX 338 888- RELOCATION OF FALLS-FRANKLIN 115kV
8 CONTRACTOR SHALL GAIN ACCESS TO THE PORTION OF THE PROJECT SOUTH OF THE CREEK iN4458 TRANSMISSION LINE, ET. AL.
z VIA 77-I£ EX. PROGRESS ENERGY RIGHT-OF-WAY FOR THE ATH£Y PRODUCTS 66KV TAP LINE. 3 IF lT IS DETERMINED DURING CONS77?UC770N THAT A SIGNIFICANT AMOUNT OF SEDIMENT 100 50 0 100 200 PORTION OF THE PROJECT NORTH OF THE CREEK SHALL BE ACCESSED WA THE ORIV£ FOR WAKE IS LEANNG THE SIM DESPITE' PROPER IMPLEM£NTA77ON AND MAINTENANCE, 7HE PERSON ,,,,,LOCATION WAKE COUNTY NC
Z ELECTRIC OFF US HIGHWAY 1. ACCESSING THE PROJECT FROM TOV LOCA77ONS SHALL BE DONE IN RESPOlN57BLE FOR 7HE LAND-DIS7RUB/NG AC77WTY IS OBLIGATED TO TAKE ADDI77aVAL SCALE 1"=100' PLOT SCALE
a ORDER TO AVOID 7HE NEED FOR A S7REAM CROSSING AT RICHLAND CREEK. CORREC77W AC770N. 1" = 100 FEET 0 DRADMP CHK. APP.
NO. DATE REVISION BY CK. APP. DATE 4/01/03 DWG. NO. CT-48414, S-1

N.T.S. ~r",nav Seeding dlifurbed areas with annual grosses ar legumes to provkle
temporary ground coyer to lessen soN erosion.
To femporardy stobdite graded cut and fAl slopes that cannot be
seeded with permanent bgetaflon wifhM fhhty days offer camp/efan,
To temporarNy stobNlred graded areas of bare sob where permanent vegetative crorlr 1a not needed or whew grodMg has not been canp/eted
~t and permanent seeding wNl be done /ofsn
eV ~ ° ! , fir CAYD/IXXYS MHfRE PRACTICE APls((~, Mhere boro sad has bean exposed by grading, and vegetative cover !s needed
~ CRUSHER RUN CAPACITY OF P/PE CUL INERT `'`?~u,~r for one year a less may Mclude such areas as temporary sedr'ment pond 0/versbinR soN stockpNe,~ bulldMg pod>ti rough-graded road bonk~ etc It
COURSE AGGREGATE EQUALS BANK-FULL FLOW ~ „ ~ is also used to provxfe o temporary perimeter bulky,
6 DEEP s PREPARA7lON Pramoro ses~sd by ripphrg, chisslMg, horrowMg or p/owMg fo depth of of
„ ~ ~ 8" min M 1/2 DIAMETER OF PIPE CLASS B STONE COVERED least siz Mches so os to produce o loose, h1aDk surface, Incorporate 750-1000
d th r OR 12 W~lICHEVER lS GREATER BY LARGE ANGULAR ROCK ~ M V pounds 10-f0-f0 Jerfdirer and yp to two tons of dolomitic I1me per acre (note; Lime may nol be needed if o soN tell Md/cotss a ph of 6,5 or higher).
2-3 coarse aggregate MulchMg Is requhed occordrng to the same specilicotlons os for permanent seeding unless waived by SoN Sclentbt. Select Sesd/ng mixturo and best
Q Q Q 0 planting dotes from Table 1?.
rA$LE 12
I___ _ - - SEE EROSION _ _ _ _ flashing - It conditions at the site are such that moat of the mud and sediment - - - CON]ROl PLAN TEMP~PARY SEED/NGS
- - - FOR PIPE SIZE - - - - - are not removed by vehicles traveling over the gravel, the tires should be _ - - - - xashed, fleshing should be done on en area stabilized xith crushed stone that SEEtNNC MIXTURE SE£O/N0 RATE (L$/ACRE) PLANTING DATES
_ _ _ - - drains into a sediment trap or other suitable die Deal area, A rash rack may also - - - Rye CroM d' 1?0 Ibs Jon, 1 - Mny 1 Kobe Lespedero 50 Ibs
- - - - be used to melee xeshi more convenient and effective. - - = _ _ ~ I- ng German MNkt or 40-50 Ibs, Moy t -Aug, IS
_ _ _ _ - I ~ Construction Sudan Gross
--1 I I--III-III--III--III---III-III--III--III----III-I I' S eeifieations I. Clear the entrance and exit area of ail vegetation, roots, and other objec- P Rye (CraM) (Moy substituro oats 120 Ibs Au¢ f5 -Dec, 30
tionable material and properly grade it. PROFILE before Ocl l or wheat from Oct I-Nor 15J
2. Place the gravel to the specific grade and dimensions shorn oo the plans, aad Annuo! Rysgross 40 lbs. Aug, 15 -Nor JO
smooth it. Weeping lovegross 1 5 lbs. Moy 1 -Aug, f5
FLOW 3. Provide drainage to carry rater to a aedment trap or other suitable outlet. ,1,( WaepMg /ovegross Is o perennial grass but is included here because of
CLASS 'B" STONE COVERED Ifs odoptobNlfy to poor soil condillons and droughly sites, -
COURSE AGGREGATE BY LARGE ANGULAR ROCK 4. Use geotextile fabrics because they improve stability of the foundation in locations subject to seepage or high refer table,
0
MalntenanCe Heinlein the gravel pad in a condition to prevent mud or sediment from leav-
ing the construction site, This may requuire periodic topdresaing xith 2-inch
o stone. Attar each rainfall, inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all objectionable materials spilled, 4
o xaahed, or tracked onto public roadxays.
' 4
N.T.S.
a F,~ N/r/oN
Seeding disturbed areas with perennial grasses and (or) legumes to provide a
TOP OF BANK TOP OF BANK permanent vegetative cover fo lessen runoff and soil erosion,
5' MIN. STREAM CHANNEL 25' MIN. 2 P RP A. Erosion Control Rewew
To lessen soil erosion and permanently stabilize disturbed areas created by NCDENR
PLAN VIEW grading of construction sites,
Ralei h Re Tonal Office NDI A WH R PRA T/ APP / g 9
CONSTRUCTION SEQUENCE 3800 Barrett Drive
All bore soil areas on construction sites which are not covered by structures ar other erasion contra devices, Ralei h, NC 27687
1. CLEAR SITE 2. PLACE REQUIRED STABILIZAAON STONf DOWNSTREAM A~ COtVSTRUCAOYV TO PROVIDE A TEMPORARY 1. DRIVE STEEL POST 24" INTO GROUND AND EXCAVATE A 6" X 6" TRENCH 9 ENCH Phone: [phone]
DITCH CROSSING WHILE STILL PASSING FLOW. THIS STONf SHALL BE USED FOR STABILIZATION AFTER UPHILL ALONG THE LINE OF POSTS. MAX, 8' BETWEEN POSTS. PREPARA 110N
CONSTRUCTION, YET ADDITIONAL STONE MAYBE REQUIRED TO PROVIDE FOR THE DITCH CROSSING 2, ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six
3. CONSTRUCTION WITHIN THE DITCH BANK SHOULD BE DONE IN A TIMELY MANNER WHEN NO EXCESSIVE FENCE 6" INTO THE EXCAVATED TRENCH. inches so os to produce o loose, friable surface, Remove all stones,
FLOW lS PREDICTED. THE DITCH BANK SHALL NOT BE UNPROTECTED FOR MORE THAN A 48 HOUR PERIOD AND FLOW SHALL BE CONTROLLED BY A TEMPORARY STONE DEVICE AT THE DOWNSTREAM 3, ATTACH THE FABRIC TO THE WIRE FENCE AND EXTEND THE boulders, stumps ~ debris from the surface which would prohibit germination or plant growth, Spread fopsoiJ in a /aygr 3" - 6" deplh, B. Civil En ineerin Consultant
END AT ALL TIMES DURING CONSTRUCTION WITHIN THE DITCH BANK BOTTOM OF THE FABRIC 6" INTO THE TRENCH. 9 9
4. AFTER CONSTRUCTION AND BACKFICLlNG WITH/N THE DITCH BANK, THE DOWNSTREAM STONE DEVICE 4, BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR Incor orate into the soil B00 to 1,000 pounds of f0-10-10 fertilizer plus 500 Davis-Martin-Powell & Associates, Inc. P pounds o/ twenty percent (20.x) superphosphate per acre and two tons of 21 W AV .
SHALL BE USED TO PROVIDE THE REQUIRED PERMANENT STABILIZATION STONE. IF THE DITCH STILL THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO omitic lime er acre unless soil tests indicate that a lower rate o/ lime 8 Gate ood e dd p
REQUIRES A TEMPORARY CROSSING AFTER STABILIZATION, ADD/l/ONAL RIP-RAP MUST BE PROVIDED GO THRU THE FENCE AND CANNOT GO UNDER IT, ON-SITE TO PREVENT DISTURBING THE STABLIZED AREAS con be used Hi h Point, NC 27262 9
5, AFTER CONSTRUCTION IS COMPLElEO ALL TEMPORARY DITCH CROSSINGS SHALL Bf REMOVED AND Mulch after seeding with f,5 tons of grain straw per acre and either crimp Phone: (336) $$6-4821
AREAS WITHIN THE DITCH BANK SHALL BE UNlNNIBITED BY STONE USED FOR STABILIZATION, straw into soil or lock with liquid asphalt of 400 gallons per acre or
STEEL POST RE ENCE emulsified asphalt at 300 gallons per acre, FaX: [phone]
i (REQ~D W/BURLAP ONLY)
a Z FABRIC N.T.S. g ~ (NO WIRE FENCE REO'D) PLANTS dt MIXTURE PLANTING RATE/ACRE PLANTING DATES
0 o gACKFIII TRENCH WITH SOIL Td/ Fescue 100-150 Ibs, Aug /5 - Ocl. !5
a M a IAATERIAL AND TAbIPINC OR (Low Maintenance) Feb, f5 -Moy 1
o~WASHED STONE TO 6 ABOVE Td/ fescue 200-250 lbs. Aug, 15 -Oct, 15
p GRO ND. N'oferwa and Feb, 15 -Moy 1
Lawns High Moint,)
-,i Blend of two turf- 200-250 lbs. Aug, l5 -Oct, J5
i. I t e loft Fescues Feb. 15 -May f
N 90X) and fwo or more improved
Kentucky b/u rass
?orieties (fOX (high moinfenonce)
Td/ fescue 100 Ibs Feb, 15 - Moy 1 and and Aug, 15 - OcG 15
N.T.S. Kobe or Korean 20-?5 Ibs
Lespedeza
Td/ Fescue 50 lbs./acre Nov, 1 - feb, f
(Unscorified)
Td/ fescue and 60 lbs. July and August German Millet or and
0 Sudongross 2 30 Ibs,
rn Tdl Fescue 70 Ibs, Nou, 1 -Jan, JO
0 and and
Ryegroin 2 25 Ibs,
0 0 Common 8ermudogmss 8 Ibs, (hulled) April 15 -June 30
N N 15-20 Ibs, (unhulled) Feb. 1 -March 30
c 1 For spring seedmgs; use Scarified Lespedezo seed. For late fall and
winter seedkrgs, use unscori!ied seed.
yH O 2 Annuals such os Millef, Sudongross and Ryegroin must be kept of 10-12" maximum height.
w I
0~
3 V
41 AMINATED MATS a L
m
' ' HAR WOOD TIMBERS NAILED ON BOTH SIDES. ~ THREE LAYER OF 2 X 8 D ,
• WIDTH: 8'
i , PREPARED BY
~ • LENGTH: 16 a „ C R ~ 0 0 ~ - - ~ ~
w f THICKNESS 6 S MART S D VI IN POWELL ~ A SOC. A INC I ~
04 Ti.'N/:INJ4'Jr'RINr:-I.dNll PT.dNNIN/:-.41/RUIE'YTNr:' _
•LIFIINU MtINUU. IwU )/0 ruUn ir.rvaiLF- %,nnu-40 CAL w.,....,....., KALLIUN, NU
0 218 GATEWOOD AVE. 4076
i HIGH P01NT, NORTH CAROLINA 27'262 CLEARING EROSION CONTROL PLAN FOR PROPOSED
TIMBER MAT DETAIL. a PH 336 886-4821 FAX [phone] RELOCATION OF FALLS-FRANKLIN 115kV .,q TRANSMISSION LINE ET. AL.
w DES . ei E A~` LOCATION WAKE COUNTY NC
N.T.S. a Z 1111~~ SCALE AS NOTED PLOT SCALE
Z DRAWNMB/DMP CHK. APP,
a NO. DATE REVISION BY CK. APP. DATE 4/01/03 DWG. NO. CT-48414, S-2
0

NC HIGHWAY 98
Z
~i
J
P 1
5•
ACCESS TO NOR1N SIDE
RICHLAND CREEK
l i (Not to Scale)
m h~ Q
x Wooded ATION ~ ~~U~ TOWER LOC
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~ S'FR RANK E S-F ~ SIN 0 s Fpl.~ ~~5k ~
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BA X• E A ~E 'S:• a c/ ~ EX' ' c/
TEMPORARY E 9 wooded TO ~ p UN 'S ON .
coNTRUCnoN Rn . ~ Np oPE ~ gA ENTRANCE PR O E A Wooded I - 4 '7~
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AN p8 / ~
WARE ELECTRIC 8E 1 ~ W ded oo , ~o•
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TOWER LOC , r o, Er i n nr IR vi A. os o Coto a ew
- NCDENR
r x ~ /bland. C 7 ~c / ~ Wooded i Ralei h R Tonal Office
' - ' ~ NE Wooded , wooded g ~ - rr tt Driv 3800 Ba e e
~ U s/L r FENCE
~ NTON h / ~ ~ NKU SILT FEN ~ / = Ralei h NC 27687 g~
i .ERA URE . , Phone: [phone] ( ) 0
U-S ~ ~ ~ ~ FA 1 EX• ON
G p DERS ~ ` Wooded , ~ ` .N~ Wooded
s ~ ~ FpLL ee ESC. c 4 ~ B. Clvll Engmeermg Consultant
CIS Richla
N 1 ~ / MI70019a' Davis-Martin-Powell ~ Associates Inc.
218 Gatewood Ave.
. / ~ Hi h Point NC 27262 g
/ ` \ ~ ~ o~ a Phone: [phone]
i o
i i \ i , ~ ~ ~ F ~ Fax: [phone]
G
~ ~
- ~ SINE ~l . ~
Rn ~ s• , RAE P \ h0
0
~c~ PROPOSED l~l`
h ~ q~, CONSTRUCTION ENTRANCE
4 h;• v 9 ,
h ON ~q 0' ~ ~ PROPOSED
~ Wooded O h TOWER LOCATI y ~ - RIGHT-OF-WA Y 9
c~ ~
E~' Jy
~ Fy
7 T • se
Ff ~~q 2F 90
'o ~ ti~ 9~~
~F s. Sp. ~O 'y 'po .S ~y 0~ OVA \ UT OF
~y ~ BOO PROPOSED O R/CHLAND
2 0 SF O ~O CULVERT TYPE ~ CREEK
4L ~ Fa c~ STREAM
'Q CROSSING ~

WET
ERa9bN COWIIQIOC NOTES, WEATHER D/ TCH
~ LOCAnON 1. THE CONAPAC101R SHALL CONFORM TO ALL REQUIREMENTS GF THE SOIL TOWER ocAnav \ ER L
S£D/MELVTALIOW AND EROSION CONTROL LAWS AND REGULAIIGWS OF THE STALE OF E NAR1H CAROLINA AS ESTABLISHED AND ENFORCED BY THE LAND QUAUIY SECITGIN ~
~ 1HE NCDfNR. THESE REQUIREMENTS SHALL INCLUDE BUT NOT BE UMl1FD TO THE
a FGYl01NNG.• 4
~ ACCESS TO ; n A. ALL ALS1tJlPBED AREAS ARE TO BE SEEDED AND STABILIZED WITHIN 15 DAYS OF ACCESS TO SOUTH SIDE ~ y
QOUERAL CONSTRUCIILW lll~ CAUPLEAr~YV Gl~ D/SIURBANGE SMOUID CON01 nONS EXIST UNFAVORABLE FL71R Q~ RICHLANL ~ h RICHLAND CREEK ~ ~ ~ c"~
a SEEDING AR DIRER INTENDED GROUND COVER, MULCH AND TACK APPUCAIIAN AS ~0 1. CONTRACTOR SHALL CLEAR A CORRIDOR ON EACH SIDE OF RELOCATED 1RANSMlS9'AN SPECIFIED BELOW WILL BE REQUIRED, O ~ ~Z~~ PROPOSED 9~
~ LINE AS SNOWIJ ABOVE: CONSTRUCTION
~ B. DI51UR6~D AREAS SHALL BE SEEDED AT A RATE ~ 150 POUNDS PER ACRE, 11 ~ ENTRANCE 11
2 DANGER TREES SHALL BE CUT IN ACCORDANCE WITH PROGRESS ENERGYS RIGHT GIB WAY TYPE DEPENDING UPON SEASONAL L/MITAIIONS• UMf AT THE RAZE GF 400D POUNDS 11
~ CLEARING SPEClF/CAIION SECIJON 5.,~ PER ACRE AND FERITLIZER (TYPE 10-10-f0) AT IHf RAZE OF 1000 POUNDS PER ~ ACRE. THE' SEEDED AREA SHALL BE MULCHED TD A MINIMUM OIF' 75 GROUND COVER 11
i 3 CONTRACTOR SHALL USE HIGH FLOATATION OR (RACK EQUIPMENT !N WET AREAS WHERE 1NE ANO TAgfED NI1H EMULSIFlED ASPHALT AT THE RAZE OF 150 GALLANS PER ACRE.
rn GROUND MAY NOT SUPPORT HEAVY EQUIPMENT, EX. SCHOOL 1` a .
~ C AFTER THE SIZE /S STABILIZED, ALL 1FMPORARY EROSION CONTROL MEASURES ~ 4. lF IT BECOMES NECESSARY Tt7 CROSS RIPARIAN BUFFERS GR WET AREAS /E. MARSH, WETLANDS (IF ANY) SHALL BE REMOVED. ~
a OR STREAMS, THE CONTRACTOR SHALL U]IUZE ]IMBER MA15 TO MINIMIZE DISTURBANCE UNLESS
OTHERWISE NO1F0. D. SEEDED AREAS ERODED PR/AR lO PERMANENT STABIUZAITGW SHALL BE GRADED ACCESS ROUTES
~ AS NECESSARY, RESEEDED AND MULCTED UNITL A SUITABLE SURFACE lS ACHIEVED. ~ 5. THE CONTRACTOR SHALL COtiIPLY WITH THE TERMS AND CGWDIIIGWS OIL' PERMITS' ISSUED BE SCALE'• 1 "=1000'
3 NCDENR E. INSPECT TEIIPOMiARY EROSlOYY CANIRGIC DENCfS AFTER EACH PERIAD
i GIB SIGN~ICANT RAINFALL OR GMI A WEEXLY BASIS WHICH EVER /S GREATER. ~ PREPARED BY
6. 1F ANY CONSIRUCITON EQUIPMENT ENTERS VEHICLE 1RAfFIC AREAS, 1RAFFIC SHWLD BE Ci'IfCK DEfrK,ES FGrP RILLS, EROSTAN, AQ PIPlN& ~ MAINTAINED A T ALL IIMES• ~ ~ ~ o a DA VIS-~A~~4T11V-POr~E & A SOC. 0 0 LL S INC
~ F. ALL ERGIA'A~V C~OYVII~OL IMPROVEMENTS Si'lALL BE MA/NTA/NET1, REPAIRED AND
7. ]HE CONTRACTOR SHALL REMOVE; PROTECT, AND RESET ALL MAILBOXES SIGNS POS1S FENCES KEPT Wi'~RK/NG UN1)L ACCEPTANLE G!~' PROJECT. ALL EROS/GWI CGW 1RGIC MEASURES o AND OTHER UNAVOIDABLE OBSIRUCITONS /F ENCOUNTERED. ITEMS DAMAGED DURING IH/S PROC~E'SS SHALL ~ lXEANED OUT WHEN 1HEY ARE HALF FULL. ' 9 - ENG E G- - IN ERIN LAND PLANNING SURVEYING RALEIGH N.C. SEAL
a SHALL BE REPLACED OR REPAIRED TO THE ENGINEER'S AND PROPERLY OWNER'S SAlISi~ACITAN W11H 21B GATEII'OOD AVE. 4076
~ rnu~cnrmo cuu~ DACia-ur euv aurnur_ nu cAnc~nn~ FT~/1u Tel!lNR P/dCF IN ,4NY HIGH POINT, NORTH CAROLINA 27262 CLEARING EROSION CONTROL ALAN FOR ~RO~OSED
d NV AUUMUNAL (IUMI'CNJAI/VN. c. Van?IIInVIN. .w- !Harlin. - ..-......I ..H •.H..w....... . r.. asTUR~O AREAS GRAPHIC SCALE cy PH [phone] FAX [phone] -MMW- RELOCATION OF FALLS-FRANKLIN 115kV
8. CONTRACTOR SHALL GAIN ACCESS TO THE PORTION OF THE PROJECT SOUTH OF THE CREEK I N TRANSMISSION LINE ET. AL.
VIA THE EX. PROGRESS ENERGY RIGHT-OF-WAY FOR THE ATHEY PRODUCTS 66KV TAP LINE. J. IF IT IS DIEMMINED DURING CONSTRUCnON THAT A S/GNIRCANT AMOUNT OF SEDIMENT 100 50 0 100 200 z z FS E• LOCA-noN WAKE COUNTY NC ~uun SCALE 1"=100' PLOT SCALE
PORTION OF THE PROJECT NORTH OF THE CREEK SHALL BE ACCESSED WA THE DRIVE FOR WAKE IS LEAVING WE SyTEI DESPITE PROPER IMPLEMENTATION AND MAINTENANCE, THE PERSON z ELECTRIC OFF US HIGHWAY 1. ACCESSING THE PROJECT FROM TW LOCATIONS SHALL BE DONE IN REWPWSi'BLE fOR THE LAND-DISTRUSING ACnWTY IS OBLIGATED TO TAKE ADD,nONAL
caPRECnvE ACTTCw 1 100 FEET a ORDER TO AVOID THE NEED FOR A STREAM CROSSING AT RICHLAND CREEK DRAWN~ ~1uturQ~~. St~MP CHK. APP.
cc 0 NO. DATE REVISION BY CK. APP. DATE 4/01/03 DWG. NO. CT-48414, S-1

E
,
CRUSHER RUN
COURSE AGGREGA TE
6" DEEP
1/2 DIAMETER OF PIPE
OR 12" WHICHEVER IS GREATER
C
CAPACITY OF PIPE CUL VERT
EQUALS BANK—FULL FLOW
CLASS "B" STONE COVERED
BY LARGE ANGULAR ROCK
\: ISEE/ • , I
• -
PIPE
.�.
PROFILE
t-LfilV VIC yr
CONS TRUC TION SEQUENCE
COVERED
4R ROCK
1. CLEAR SI TE.
2. PLACE REQUIRED STABILIZA TION STONE DOWNSTREAM OF CONSTRUCTION TO PROVIDE A TEMPORARY
DI TCH CROSSING WHILE STILL PASSING FL OW. THIS STONE SHALL BE USED FOR STABIL /ZA TION AFTER
CONSTRUCTION, YET ADD/ TONAL STONE MA Y BE R£OUIREO TO PROVIDE FOR THE DI TCH CROSSING.
3. CONSTRUCTION WI THIN THE DITCH BANK SHOULD BE DONE IN A T/MEL Y MANNER WHEN NO EXCESSIVE
FLOW IS PREDICTED. THE DITCH BANK SHALL NOT BE UNPROTECTED FOR MORE THAN A 48 HOUR
PERIOD, AND FL OW SHALL BE CONTROLLED B Y A TEMPORARY STONE DEVICE A T THE DOWNSTREAM
END AT ALL TIMES DURING CONSTRUCTION WITHIN THE DITCH BANK.
4. AFTER CONSTRUCTION AND BACKFILLING WITHIN THE DITCH BANK, THE DOWNSTREAM STONE DEVICE
SHALL BE USED TO PROVIDE THE R£OUIRED PERMANENT 5TASIL IZA TION STONE. IF THE DITCH STILL
REOUIRES A TEMPORARY CROSSING AFTER STABILIZATION, ADDITIONAL RIP -RAP MUST BE PROVIDED
ON-SITE TO PREVENT DISTURBING THE STABLIZED AREAS
5. AFTER CONSTRUCTION IS COMPLETED ALL TEMPORARY DITCH CROSSINGS SHALL BE REMOVED AND
AREAS WI THIN THE D/ TCH BANK SHALL BE UNINHIBI TED BY STONE USED FOR STABIL IZA TION
TEMPORARY CULVERT TYPE STREAM CROSSING
N.T.S.
LAMINATED MATS
• THREE LAYER OF 2' X 8' HARDWOOD TIMBERS, NAILED ON BOTH SIDES.
• WIDTH: 8'
• LENGTH: 16'
• THICKNESS: 6"
• LIFTING METHOD: TWO 3/8" HIGH -TENSILE CHAINS
N. T. S.
Washing - if conditions at the site are such that most of the mud and sediment
are not removed by vehicles traveling over the gravel, the tires should be
washed. Washing should be done on an area stabilized with crushed stone that
drains into a sediment trap or other suitable disposal area. A wash rack may also
be used to make washing more convenient and effective.
Construction
Specifications 1. Clear the entrance and exit area of all vegetation, roots, and other objec-
tionable material and properly grade it.
2. Place the gravel to the specific grade and dimensions shown on the plans, and
smooth it,
3. Provide drainage to carry water to a sedment trap or other suitable outlet.
4. Use geotextile fabrics because they improve stability of the foundation in
locations subject to seepage or high water table.
Maintenance: Maintain the gravel pad in a condition to prevent mud or sediment from leav-
ing the construction site. This may requuire periodic topdressing with 2 -inch
stone. After each rainfall, inspect any structure used to trap sediment and clean
it out as necessary. Immediately remove all objectionable materials spilled,
washed, or tracked onto public roadways.
TEMPORARY CONSTRUCTION ENTRANCE
IMI611
1. DRIVE STEEL POST 24" INTO GROUND AND EXCAVATE A 6" X 6" TRENCH
UPHILL ALONG THE LINE OF POSTS. MAX. 8' BETWEEN POSTS.
2. ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE
FENCE 6" INTO THE EXCAVATED TRENCH.
3, ATTACH THE FABRIC TO THE WIRE FENCE AND EXTEND THE
BOTTOM OF THE FABRIC 6" INTO THE TRENCH.
4. BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR
THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO
GO THRU THE FENCE AND CANNOT GO UNDER IT,
STEEL POST
0
I
(V
(REQ'D W/BURLAP ONLY)
FABRIC
(NO WIRE FENCE REQ'D)
BACKFILL TRENCH WITH SOIL
MATERIAL AND TAMPING OR
WASHED STONE TO 6" ABOVE
GROUND.
TEMPORARY SILT FENCE
N.T.S.
TIMBER MAT DETAIL
N.T.S.
TEMPORARY SEEDING
F!N111
Seeding disturbed areas with annual grosses or legumes to provide
temporary ground corer to lessen soil erosion.
PURPOSE
To temporarily staboilzo groded out and fill slopes that cannot be
seeded with permanent vegetation within thirty dogs after completion.
To temporor#y stabilized graded areas of bare soil where permanent
mgetotive cover /s not needed or where grading has not been completed
and permanent seeding wit/ be dons later.
QQ%VT1CW5 WME PRACTICE APPLIES
where bare sol/ has been exposed by grading, and vegetotive cover is needed
for one year or less, moy include such areas as temporary sediment pond
d/versioins, soil stockpiles, building pods, rough -graded rood banks, etc. It
is also used to provdde a temporary perimeter buffer.
PR£PARA ZION
Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of at
least six inches so as to produce a loose, frioble surface. Incorporate 750-1000
pounds f0 -f0 -f0 fertilizer and yp to two tons of dolomitic lime per acre
(note. Lime may not be needed /f a soil test indicates a ph of 6.5 or higher).
Mulching Is required according to the same specifications as for permanent
seeding unless waived by Soil Scientist. Select seeding mixture end best
planting dotes from Tobe 12.
TABLE 12
TEMPORARY SEED/NGS
SEEDING MIXTURE SEEDING RA 7r (LB/ACRE) PLANTING DATES
Rye Groin & 120 IbA Jan. f - May 1
Kobe Lespedero 50 lbs.
German Millet or 40-50 lbs. May 1 - Aug, f5
Sudon Gross
Rye (Grain)
(Moy substiture Pots 120 lbs Aug. 15 - Dec. 30
before Oct. f or wheat
from Oct. 1 -Nov. 15)
Annual RpWass 40 lbs. Aug. 15 - Nov. 30
weeping Lovegross 1 5 lbs. May 1 - Aug. 15
,L( weeping Iovegross Is a perennio/ grass but is included here because of
its odoptablllty to poor soil conditions and droughty sites,
PERMANENT SEEDING
DEFINITION
Seeding disturbed areas with perennial grasses and (or) legumes to provide a
permanent vegetative cover to lessen runoff and soil erosion,
0POS£
To lessen soil erosion and permanently stabilize disturbed areas created by
grading of construction sites.
CON01110NS WHERE PRACTIC€' APPUI
Al/ bare soil areas on construction sites which are not covered by structures
or other erosion control devices.
PREPARA T/ON
Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six
inches so as to produce a loose, friable surface. Remove all stones,
boulders, stumps or debris from the surface which would prohibit germination
or plant growth. Spread topsoil in a layer 3" - 6" depth,
Incorporate into the soil 800 to 1,000 pounds of 10-10-10 fertilizer plus 500
pounds of twenty percent (20X) superphosphate per acre and two tons of
dolomitic lime per acre unless soil tests indicate that a lower rote of lime
can be used.
Mulch after seeding with 1.5 tons of grain strow per acre and either crimp
straw into sot/ or tack with liquid asphalt at 400 gallons per acre or
emulsified asphalt at 300 gallons per acre.
PLANTS & MIXTURE
PLANTING RATE/ACRE PLANTING DATES
Toll Fescue
100-150 lbs.
Aug. 15 - Oct. 15
(Low Maintenance)
Feb. 15 - May 1
Toll fescue
200-250 lbs.
Aug. 15 - Oct. 15
Waterwa and
Feb. 15 - May 1
Lawns High Maint.)
Blend of two turf-
200-250 lbs.
Aug. 15 - Oct. 15
t e toll Fescues
Feb. 15 - May I
00X) and two or
more improved
Kentucky bluegrass
varieties (lox)
(high maintenance)
Toll Fescue
100 lbs,
Feb, 15 - May 1
and
and
Aug. 15 - Oct. 15
Kobe or Korean
20-25 lbs
Lespedeza
Tall Fescue
50 lbs./acre
Nov. 1 - Feb. 1
(Unscarified)
Toll Fescue and
60 lbs.
July and August
German Millet or
and
Sudangrass 2
30 lbs.
Toll Fescue
70 lbs
No v. 1 - Jon. 30
and
and
Ryegrain 2
25 lbs
Common Bermudogross
8 lbs. (hulled)
April 15 - June 30
15-20 lbs. (unhulled)
Feb. 1 - March 30
1 For spring seedings, use Scorified Lespedeza seed. For late fall and
winter seedings, use unscorified seed.
2 Annuals such as Millet,
Sudongross and Ryvgrain must be kept at
10-12"
maximum height.
Ml
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PREPARED BY
DA VIS -MARTIN -PO WELL & ASSOC. , INC.
ENGINEERING --LAND PLANNING -SURVEYING
218 GATEWODD AVE.
HIGH POINT, NORTH CAROLINA 27268
PH [phone] FAX [phone]
PROGRESS ENERGY
412 S. WILMINGTON ST.
RALEIGH, NC 27602-1849
CONTACT: FRED LANZI
PHONE: [phone]
FAX: [phone]
KEY CONTACTS
A. Erosion Control Review
NCDENR
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27687
Phone: [phone]
B. Civil Engineering Consultant
Davis -Martin -Powell & Associates, Inc.
218 Gatewood Ave.
High Point, NC 27262
Phone: [phone]
Fax: [phone]