20041930 Ver 1_Complete File_20050306

ANwAv
NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor
APPROVAL of 401 Water Quality Certification
Mr. Alan Jeffreys, Park Engineer
NCDENR-Division of Parks and Recreation
12700 Bayleaf Church Road
Raleigh, North Carolina 27614
Dear Mr. Jeffreys:
William G. Ross, Jr., Secretary
Alan Klimek, P.E., Director
Coleen Sullins, Deputy Director
Division of Water Quality
February 2, 2005
Scotland County
DWQ Project No. 04-1930
You have our approval, in accordance with the attached conditions and those listed below, to
place fill material in 0.02 acre of wetlands a total of 53 linear feet of streams for the purpose of
repairing and replacing three pipe culverts on the access road to the Lumber River/Chalk Banks
General Development in Scotland County. The specifically approved impacts are identified in
the project application and are as follows:
Location Leneth and Type of Impact
Site #1 Placement of 17 L.F. of new 36" RCP in an intermittent UT to the Lumber River
(extending existing 43' culvert to 60')
Site #2 Placement of 20 L.F. of new 42" CMP in a perennial UT to the Lumber River
(replacement of existing 42"x 36' pipe with new 42"x 56' CMP)
Site #3 Placement of 16 L.F. of 36" RCP in an intermittent UT to the Lumber River
(Replacement of existing 30"x 44' RCP with new 36"x 60' RCP).
Roadway realignment at this site will also result in fill of 0.02 ac. of wetland.
The project shall be constructed in accordance with your application dated 30 November 2004,
and a revision dated January 26, 2005 (received 1 February 2005). After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification
Number 3404, which may be viewed on our website at http://h2o.enr.state.ne.us/ncwetlands.
This certification corresponds to the Nationwide Permit 14 and Regional General Permit
#198200031 as issued by the Corps of Engineers. In addition, you should acquire any other
federal, state or local permits before you proceed with your project including (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This
Fayetteville Regional Office
225 Green Street - Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone]FAX: [phone]Internet: www.enr.state.nc.us/ENR
An Ernial Onnortunity 1 Affirmative Artion EmnlnvPr -50% RPrvrlPd 110% Post CnnsumPr Paner

Mr. Alan Jeffreys
February 2, 2005
Page 2
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 and submit a new
written 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 of 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 remain valid,
you must adhere to the conditions listed in the-attached certification.
1.) Upon completion of the project, the responsible party within NCDENR-Division of Parks
and Recreation (DPR) shall complete and return the enclosed "Certification of Completion
Form" to notify DWQ when all work included in the 401 Certification has been completed.
2.) NCDENR-DPR shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with
section 303(d) of the Clean Water Act) and any other appropriate requirements of
State law and federal law. If DWQ determines that such standards or laws are not
being met (including the failure to sustain a designated or achieved use) or that
State or federal law is being violated, or that further conditions are necessary to
assure compliance, DWQ may re-evaluate and modify this certification to include
conditions appropriate to assure compliance with such standards and requirements
in accordance with 15A NCAC 2H.0507(d). Before modifying the certification,
DWQ shall notify NCDENR-DPR and the US Army Corps of Engineers, provide
public notice in accordance with 15A NCAC 2H.0503, and provide opportunity for
public hearing in accordance with 15A NCAC 2H.0504. Any new or revised
conditions shall be provided to NCDENR-DPR in writing, shall be provided to the
US Army Corps of Engineers for reference in any permit issued pursuant to Section
- 404 of the Clean Water Act,-and shall also become conditions of the 404-Permit for the project.
3.) Particular care must be taken during the removal of existing culverts to prevent the
incidental placement of fill or debris within the stream. This activity must be
completed in a fashion that will not result in violation of North Carolina stream and
wetland standards.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a
hearing, send a written petition that conforms to Chapter 150B of the North Carolina General

Mr. Alan Jeffreys
February 2, 2005
Page 3
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.
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 contact Ken Averitte at 910-486-1541, ext 722.
Sincerely,
Alan W. Klimek, P.E.
Attachments
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Fayetteville Regional Office, DWQ
Cyndi Karoly, 401 Wetlands Unit
Central Files
Chalkbankspark.04-1930.doc R1Zg@20W'A- UUU
FEB 9 2005
DENR -VVAYER QUALITY
Ye'ETV+NDS AND STCitMATER BRANCH
Date: 9&_
From: J9?2 12 1 Triage Check List
To: ? ARO Kevin Barnett
FRO Ken Averitte
? MRO Alan Johnson
? RRO Mike Horan

Prod e XZ
ft Name.
DWQ#:
County:
? WaRO Tom Steffens and Kyle Barnes
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : (919) ?3 3
The file attached is being forwarded to lour for your evaluation.
Please call if you need as?stance.
? Stream length impacted k
Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
`
Comments: 0/1)z

c
Date: Z (c C5
Triage Check List
Project Name: ??? tS
County: ??Cc kAVld
To: ? ARO Kevin Barnett
FRO Ken Averitte
MRO Alan Johnson
? RRO Mike Horan
From: l e__
? WaRO Tom Steffens and Kyle Baines
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : (919)
The file attached is being forwarded to dour for your evaluation.
Please call if you need assistance.
? Stream length impacted t
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
1
aIs the application consistent with ' n meetings?
? Cumulative impact concern
Comments:

lei
?- V c? ?
HCDENR G?V Xk?M"'CV4
North Carolina Department of Environment and Natural Resources
Division of Parks and Recreation pv„? 1 a W
Michael F. Easley, Governor William G. Ross Jr., Secretary E 1 cc?' is R. Ledford, Director
January 26, 2005
Division of Water Quality
Attention: Cindy Karoly
401 Wetland Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
.JAt,? 6 70115
DENk - VVIA: ;c.. ., :.,,Li i V
VOLV DS MID STORMWATER BRANCH
Subject: Pre-Construction Notification( PCN) Application Form (Amended January 26, 2005)
Lumber River State Parks- Chalk Banks General Development
Scotland County
Dear Ms. Karoly:
Please find enclosed is seven copies of the amended ( PCN) application form for three culvert
crossings at the Lumber River State Park- Chalk Banks Area- located in Scotland County. This
application is an amended copy from the application that was submitted to your office on
December 1, 2004. The permit assigned to this project was DWQ number 04-1930. A field
meeting on the site with Ken Averitte of your Fayetteville field office on 1-03-04 to review the
permit resulted in some changes to that permit. There was also a visit made to the site by Josh
Pelliteer with the U.S. Army Corps of Engineers Wilmington field office on 1-19-05 This new
amended permit applications reflex those changes made by those field representatives.
Information for the permits is enclosed. Our division understands the application fee for this
resubmission will not be required.
Please review at your earliest convenience and if you should have any additional questions,
please call me at 919- 841-4053.
Sincerely;
0"T- 9
Alan Jeffreys
Park Engineer
Cc: Ken Averitte
Josh Pelliteer
Yorkshire Center, 12700 Bayleaf Church Rd, Raleigh NC 27614-9633 NoOne
rthCarolina
Phone: [phone] • FAX: [phone] • Internet: vwvw.ncsparks.net Naturally
An Equal Opportunity • Affirmative Action Employer - 50 % Recycled 1 10 % Post Consumer Paper
FILE GOT11
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. O 30
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing (Amended from December 1, 2004 application) See attached sheets 8 and nine
Check all of the approval(s) requested for this project:
X Section 404 Permit ?Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nation wide 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 (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:NCDEPARTMENTOFENVIRONMENT &NATURAL RESOURCES/DIVISON
PARKS AND RECREATION
Mailing Address:Alan Jeffreys-Park Engineer
N.C. Division Of Parks and Recreation
12700 Bavleaf Church Road
Raleigh North Carolina 27614
Telephone Number: 919-841-4053 Fax Number: 919-870-6843
E-mail Address: alan.jeffreys(a?ncmail.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Page 5 of 13
•F
Telephone Number: Fax Number:
E-mail Address:
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: Lumber River/Chalk Banks General Development
2. T.I.P. Project Number or State Project Number (NCDOT Only): 30001.63
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Scotland Nearest Town: Wagram
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Approx. one mile Northeast of
Wagram off of US401 near Hoke County line.
5. Site coordinates, if available (UTM or Lat/Long): N 34^ 54' W 79^21'
(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): N/A
7. Nearest body of water (stream/river/sound/ocean/lake): Lumber River
8. River Basin: Lumber River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://h2o.enr.state.nc.us/admin/niaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Rural Area- Lumber River State Park at Chalk Banks
Page 6 of 13
10. Describe the overall project in detail, including the type of equipment to be used:
Construction for proposed access road for Lumber River State Park/Chalk Banks Access
Area. Equipment used is track-loader, track-hoe,back-hoe, and grader. The access road is
approx. 2.2 miles in length that follows an existing logging and borrow pit road.
11. Explain the purpose of the proposed work: To provide a public two lane gravel road for the
park visitor and park staff to use for picnicking fishing, boating camping and etc.
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.
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
Page 7 of 13
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The project will consist of
replacing or realigning existing concrete culverts with new piping. The existing small stream
flows will be changed temporary until pipe culverts can be installed. Erosions measures will
be in place before pipe is installed. Please see the attached plans.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
Indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
# 3 Clearing/Fill .02 No Joins UT Forest 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.Qov.
*** 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: 0.02 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(Indicate on map)
Type of Impact* Length of
Impact
(Linear
feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
No. I( see Map) Perm. Pipe add 17 UT of Lumber River 1-3 I
No.2 (See Map) Perm.pipe add. 20 UT of Lumber River 1-3 P
No.3 (See Map) Perm. Pipe add 16 UT of Lumber River 1-3 I

Page 8 of 13
* 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.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.maLquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 53 1. ft.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
None

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., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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.
NA
Page 9 of 13
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/ncwetIands/strnigide.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.
NA
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.cnr.state.nc.us/w!p/index.htm. If use of
Page 10 of 13
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
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 X? 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 X?
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?
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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes ? No X ? If you answered "yes", provide the following
information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact Multiplier. Required
Page 11 of 13
(square feet Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Neither the current impervious cover nor the new proposed cover( P-ravel road bed) will exceed
30% of the total site area. Erosion control devices appropriate to the site will be utilized on this
project which may include silt fences, check dams and storm water retaining basins.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
NA
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ? X
Is this an after-the-fact permit application?
Yes ? No ? X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
Page 12 of 13
? r.
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).
/ ? VJ
Appli t/A is nature Date
(Agent's signature is valid ly if an authorization letter from the applicant is provided.)
Page 13 of 13
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Name: WAGRAM Location: 034° 54'36.0" N 079° 21' 11.3" W
Caption: Proposed Lumber River Chalk Banks State Park
Date: 10/15/2D04
Scale: 1 inch equals 1333 feet
, 9.pt..h, In..

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1-G(o'v v
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
SCOTLAND COUNTY
-LOCATION: LUMBER RIVER STATE PARK
(CHALK BANKS RD.) - SPRING-HILL TWNSP.
TYPE OF WORK: PROPOSED PIPE REPLACEMENTS
& EXTENSIONS
SURVEY
AREA
L
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1

Prepared By Ile
DMSION OF NGLWAYS ROCRINER DISTRICT OFFICE
PLANS DATE

8 RLGITT OF WAY PLANS DATE K R HEDRICK
SOOTMAD COUNTY
-n
SURVBm YBD BY.- DISIR7C CHALK BANKS RD.
ROCMNGNAM DISiW OffICE CONSIRUCTION PLANS DATE ra
DRAWN BY, Dm a DESIGN
1
1
1
AC. COCHUN

GRAPHIC SCALES
2,0 1 Q 20 40
11111 slims,
PLANS
EXISTING PLAN
PrWee 4Ile
DMSMON OF SWAYS ROCUV M DISTDCT OFFICE
PLANS DATE RIGHT OF WAY PLANS DAIS: L L HEDRICK
8-13-1004
SURVEYED BY.
ROCKINGHAM DISTRICT OFFICE CONSTRUCTION PLANS DATE: ra
DRAWN BY. DAMIGE DESIGN
A.C. COCHRAN
No.
GENERAL DRAWING
30' REINFORCED CONCRETE PIPE REPLACEMENT
PIPE NO.1
SCOTLAND COUNTY - CHALK BANKS RD,
POTSu l4+65
Pl?nPn.CF.n PTAN

OPTION 'B'
BERM DETAIL
FILTER FABRIC
PIN ABC••STONE.•.. "-FLOW
BERM.-..*
DIVERSION DETAIL
PIN
FILTER
FABRIC LINER
OPTION 'A'
NOTES:
L) CONSTRUCT TEMPORARY DIVERSION CHANNEL
Z) INSTALL TEMPORARY STONE BERMS AND
OPEN TEMPORARY DIVERSION CHANNEL
3.) PUMP CONTAINED AREA TO SILT BAG.
4.) REMOVE EXISTING 30" RCP
S.) INSTALL PIPE AND BACKFILL
6.) REMOVE STONE BERMS
7.) FILL IN DIVERSION CHANNEL
STONE BERM WITH FABRIC COVER
OPTION 'B'
NOT TO SCALE
STONE BERM WITH FABRIC COVER
TEMPORARY DIVERSION
t? FABRIC LINED CHANNEL?
NOTES:
L) INSTALL TEMPORARY BERMS, DIVERT STREAM
FLOW BY PUMPING WATER AROUND
WORK AREA.
Z) PUMP CONTAINED AREA TO SILT BAG.
3.) INSTALL PIPE AND BACKFILL.
4.) REMOVE TEMPORARY DIVERSION DEVICES
Prepared a/ tfe
DMSION OF HIGHWAYS ROCIUMM DISTRICT OFFICE
PLANS DAZE
11-23-2004 RLGHT OF WAY PLANS DATE Kit HEDNCK _u
SURFEYED BY,
10CMG10 Dm a OffICE CONSMUCHON PLANS DATE ?E
DRAWN BY.. DRAAIAGE DESIGN
AC. COMM
DNERSION & EROSION CONTROL
30" REWFORCED CONCRETE PIPE REPLACEMENT
PIPE NO.1
SCOTLAND COUNTY - CHALK BANKS RD.
POTSm l4+65
J
T
Z
36" RCP
CROSS SECTION
I 1
J
U-
PLAN
NOT TO SCALE
T REFERENCE NO. SHEET M
30001.63 3 OF 3
STREAM BED
ELEVATION
Prpred ? Ife
DMION OF IDGHWAYS ROCRINGHAM DISTRICT OFFICE
PLANS RIGHT OF WAY PLANS DATE- K R HEDRICK
X23-2W004 4
SURVEYED BY.
ROMNGHAM DR a 019CE CONSTRUCTION PLANS DATE ??
DRAWN BY. DRAINAGE DESIGN
AC COCHRAN
STREAM IMPACTS
TEMPORARY DIVERSION= 100'
PIPE LENGTH=60'
LENGTH OF EXISTING PIPE=43'
NET IMPACT
160'-43'= 1 17'
?•Y? -
SITE PLAN
30" REINFORCED CONCRETE PIPE REPLACEMENT
PIPE NO. I
SCOT&4AD COUNTY - CHALK HAWKS RD.
POTSta 14+65
II
42' CMPr JLEPu040 45
----------------------- --
- ------------------------- ----------------------------------
PI Sto 43+6653 -L-
.? A= 1* 54' 33' (RT)
D = 0' 45' 00'
L = 25455'
T = 12729'
R = 7.639.44'
CL
PROPOSED PLAN
i
45
42' CMP
-----------------------------------------------------------
11
-
II ?
PI Sto 43+6653 -L-
0 = t' 54 33' (RT)
D = 0' 45'0(7
L = 25455'
T = 12729'
R = 7,639.44'
GRAPHIC SCALES
so
10 11 Nomm, -L'olm 20 a EXISTING PLAN
PLANS
PrWeO BL tie
DIVISION OF HIGHWAYS ROCRI ON DISTWCT OFFICE GENERAL DRAWING
PANS
DAM
RIGHT OF WAY PLANS DATE

L R HEDRICK 42" CORRUGATED METAL PIPE EXTENSION

PIPE N0
2
?2?2004 DISIRICT MGM .
SUR{'EYED BY. SCOTLAND COUNTY - CHALK BANKS RD.
ROCKINGHAM DIRCf OKE CONSTRUCTION PLANS DATE 'E

DRAWN BY.'
DRAINAGE DESIGN POCSra 43+49
AC CoCHRm
BERM DETAIL
FILTER FABRIC
PIN
-2 AiNE :..-FLOW
J
EXISTING STREAM DETAIL
-STONE BERM WITH FABRIC COVER
I
I
I
I
I
I
I
I
I
I
I _ I
J
1
4'
STONE BERM WITH FABRIC COVER
NOTES.
L) INSTALL TEMPORARY BERMS, DIVERT STREAM
FLOW BY PUMPING WATER AROUND
WORK AREA.
2.) PUMP CONTAINED AREA TO SILT BAG.
3) INSTALL PIPE AND BACKFILL
4.) REMOVE TEMPORARY EROSION DEVICES
NOT TO SCALE
Prepred By lle
DIVISION OF MG9WAYS ROCRINGEAM DISTRICT OFFICE EROSION CONTROL
WA.TrA RM'S DATE 42" CORRUGATED METAL PIPE REPLACF.M 7
X13-2004 I= OF WAY PLUS DATE EDOa PIPE NO.2 DiswcT SURVEYED BY. SCOILM COUNTY - CHALK BANKS RD.
ROCgNGHAM DI51RICf OffICE CONSTRUCTION PINS DATE 'E POCSta. 43+49
DRAWN BY: DRAINAGE DESIGN
AC. COCHMN
M!, EFIENCE NO. SHE Nt
rrl ]EiOF3
Z
42" CMr
CROSS SECTION
NOT TO SCALE
1
1 1
Rip c.i+c?- I
?p
I I
I
I
I
I I
PLAN
STREAM BED
ELEVATION
Prepared B Ile
DMSION OF HIGHWAYS ROCKIOM DISTRICT OFFICE
PI/WS DATE
8-23-2004 RIGHT OF WAY PLANS DAIS: ??K R. HEDRa
SURVEYED BY.
ROUNGHAM DR a OFFlCE CONSTRUCTION PLANS DATE Pa 10- DRAWN BY. DRMGE DESIGW
A.C. COCHRAN
STREAM IMPACTS
PIPE LENGTH=20'
LENGTH OF EXISTING PIPE=36'
NET IMPACT
SITE PLAN
42" CORRUGATED METAL PIPE REPLACEMENT
PIPE NO.2
SCOTLAND COUNTY - CHALK BAW RD,
POCSta 43+49
-
PROPOSED PLAN
?.
i
GRAPHIC SCALES
20 so aQ , q EXISTING PLAN
PLANS
Prepared 4 Ile
DIVISION OF HIGHWAYS MUGffi!M DISINCT OFFICE
PLANS DAIS
843-2004 RIGHT OF WAY PLANS DAZE IL I. HEDRICK
SURVEYED BY. DISMICT MGM
ROCIONGHAA DISTRICT OFFICE CONSTRUCTION PLANS DALE ?E
DRAWN BY: DMIGE DESIGN
A.C. COCHRAN
d.
GENERAL DRAWING
30" REINFORCED CONCRETE PIPE
PIPE x0.3
SCOTLAND COUNTY - CHALK
POCSta 53+26
REPLACEMENT
BANKS RD.

OPTION 'B'
-STONE BERM WITH FABRIC COVER
TEMPORARY DIVERSION
FABRIC LINED CHANNEL
BERM DETAIL
FILTER FABRIC
PIN ABC'-STONE,-.:. "-FLOW
BERM: ;
DIVERSION DETAIL
PIN
i? \N
FILTER
FABRIC LINER
!5'
OPTION 'A'
NOTES:
1.) CONSTRUCT TEMPORARY DIVERSION CHANNEL
2.) INSTALL TEMPORARY STONE BERMS AND
OPEN TEMPORARY DIVERSION CHANNEL
3.) PUMP CONTAINED AREA TO SILT BAG.
4.) REMOVE EXISTING 30" RCP
' S.) INSTALL PIPE AND BACKFILL
6.) REMOVE STONE BERMS
7.) FILL IN DIVERSION CHANNEL
STONE BERM WITH FABRIC COVER
OPTION 'B'
NOTES:
1.) INSTALL TEMPORARY BERMS, DIVERT STREAM
FLOW BY PUMPING WATER AROUND
WORK AREA.
2.) PUMP CONTAINED AREA TO SILT BAG.
3.) INSTALL PIPE AND BACKFILL.
4.) REMOVE TEMPORARY DIVERSION DEVICES
NOT TO SCALE
Prepored 4 the
DTRISION OF ®GUFAYS ROCIDGEAM DISTRICT OFFICE
PLLNS 0U
B-23-20U RIGNT OF WAY PLES DATE L I. HEDRICK
SURITO BY:
ROC9NGHW DISIRICI Offia CONSTRUCTION PLUS DATE ra
DRAWN BY.. DMWGE DESIGN
A.C. COCHRAN
DIVERSION & EROSION CONTROL
30" REINFORCED CONCRETE PIPE REPLACEMENT
PIPE NO.3
SCOTLAND COUNTY - CHALK BANKS RD.
POCStm 53+26
o
?I
t
PROJECT REFERENCE NO. SHEET NO.
3 OF 3
CHALK BANKS RD.
j
Z
36" RCP
<1 STREAM BED
I CROSS SECTION 0.6 ELEVATION
1 1
i
STREAM IMPACTS
TEMPORARY DIVERSION=95'
PIPE LENGTH=60'
LENGTH OF EXISTING PIPE=44'
O
NET IMPACT
155'-44'= 11 V
4? -yy 7 ?,.
? rl?l
1
t
PLAN
NOT TO SCALE
Preged By III
DMSION OF 6IGUAYS ROCOGER DISTRICT OFFICE SHE PLAN
30" REINFORCED CONCRETE PIPE REPLACEMENT
PLANS DAID
8-23-2004 RIGHT OF WAY PUNS DAZE fi PIPE N0.3
SURVEYED EY• RICHMOND COUNTY - CHALK BANKS RD.
ROCgNDRAPD BY. ICf OFFICE CONSIRUCTfON PLANS DM DMIGE DESIGN -- POCStm 53+26
AC. COCHW 11 1

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PLANS SCALE: 1"=100' § DESIGN DATA
ADT -
ADT -
DHV = ---96----
D %
T = %
Y -- MPH
nan nan noiai ooan w
STATE OF NORTH CAROLINA .c 30001.63 1 ?8
mn w.? r.aww mo.?
DIVISION OF HIGHWAYS
SCOTLAND COUNTY
LOCATION: LUMBER RIVER STATE PARK
- SPRING HILL TWNSP.
TYPE OF WORK NEW CONSTRUCTION FOR ACCESS
ROAD TO LUMBER RIVER STATE PARK
SURVEY
AREA
1403
A. IN,
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nW\/ 1400
I / 7
1403
. I 1108 / 4Gg4 •'••., y'•4r 'b WA RAM
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DIVISION OF HIGHWAYS ROCKINGHAM DISTRICT OFFICE
:44I ST.L%774RD SPECMCAMN3
SURVEY DAIS: PLAYS COMPLETE DATE:
3-11-2004
SURVEYED BY;
ROCKINGHAM DISTRICT OFFICE
DRAWN BY.•
A. C. COCHRAN
RIGHT OF WAY PLAYS DATE.
CONSTRUCTION PLANS DATE:
K. R. HEDRICK
DISTX= tvGt%7=
1
IJL
4LULY. rx DZttl_v
HYDRAEMICS ENGMEER
ra
S1GVATLWM-
ROADWAY DESIGN
DISTRICT ENGINEER SEAL
SEAL
26973
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
EDERAL HIGHWAY ADMWSMTIOA
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'S.U.E = SUBSURFACE UTILITY ENGINEER
ROADS & RELATED ITEMS
Edge of Pavement
Curb
Prop. Slope Stakes Cut C
Prop. Sloe Stakes Fill
Prop. Woven Wire Fence ........ ...........__-
Prop. Chain Link Fence
Prop. Barbed Wire Fence
Prop. Wheelchair Ramp _
STATE OF \DRTH CAROLI\A
D3VISiO\ OF HIGHI1'AY5
CONVENTIONAL SYMBOLS
MINOR
Head & End Wall .............._...
Pipe Culvert _...._._ _ ..........
Footbridge__._ ..... ... Drainage Boxes . ....... _
Paved Ditch Gutter ... . .
UTILITIES
Exist. Guardrail ...... __ .......... ........... Exist. Pole ........ ........
Prop. Guardrail _.... .......__ ........ ... .... . . . Exist. Power Pole .....................
Equality Symbol . . _ ................._. .... e Prop. Power Pale ....._......._.......
Pavement Removal... .... _........... ® Exist. Telephone Pole ...... ..... _ .....
Prop. Telephone Pole .._....._. ......
RIGHT OF WAY Exist. Joint Use Pole
Baseline Control Point .............................. 0 Prop. Joint Use Pole ..... ,.. ,,,..,.. .
Existing Right of Way Marker ... ........... . _ Q Telephone Pedestal .......
Exist. Right of Way Line wMarker........ ...... .... - (?-_ Cable TV Pedestal .........
..
......... .
Prop. Right of Way line with Proposed Hydrant .....
WW Marker (Iron Pin & Cap) ......... ... .?.?? Satellite Dish ... .... .
....... ......... .
Prop. Right of Way Line with Proposed Exist. Water Valve .........................
(Concrete or Granite) RAW Marker ............ ..... ?- Sewer Clean Out
Exist. Control of Access Line .... ............ .... - -(e ,- Power Manhole

Prop. Control of Access Line ................._..
... ....
Telephone Booth
..............
Exist. Easement Line ..... ............ .... ____E---- Water Manhole .................. _........
Prop. Temp. Construction Easement Line .... ....
-E
Light Pole

Prop. Temp. Drainage Easement Line .........
... -TOE- .............. __.. ...... .... .
H-Frame Pole _ _ ...........
..............
Prop. Perm. Drainage Easement Line ......... ... _Fix- Power Line Tower _ ..... _........ ..
HYDROLOGY Pole with Base ............................... .
Stream or Body of Water ...... ........ - Gas Valve .................. __
Flow Arrow Gas Meter ...................
. ...... ...
Disappearing Stream ...... Telephone Manhole-
Spring .. _ _ ...... _ _. CY
.? Power Transformer .... . _ _. .
Swamp Marsh ......................... Sanitary Sewer Manhole .... ...... .
Shoreline .. _ _ _ _ ,... Storm Sewer Manhole
Falls, Rapids... ....... Tank; Water Gas Oil
Prop Lateral Tail, Head Ditches Water Tank With Legs

STRUCTURES Traffic Signal Junction Box _
MAJOR Fiber Optic Splice Box

_ . . . . . . . . .. .
C=c
= Television or Radio Tower
Bridge Wing Woll, Hzad Wall Utility Power Lino Connects to Traffic
and End Wall 1coNC ..( Signal Lines Cut Into the Pavement ....
BUILDINGS & OTHER CULTURE
Recorded Water Line ......... _ ....... _..... Buildings .................................................. ....... u
...... ccN/ cx.\ Designated Water Line (S.U.E.*) .______. Foundations ............................................... ...... ?7
Sanitary Sewer .................... .._...... -ss-ss- Area Outline ........
> - __-_--< Recorded Sanitary Sewer Force Main ...... -rss-rss- Gate ..........

- -- 13ca Designated Sanitary Sewer Force Main(S.U.E.' )- rss-rss - Gas Pump Vent or L?G Tank Cap o
Recorded Gas Line Church
Designated Gas Line (S.U.E.*) ..... . School
__
Storm Sewer. Park --
........... .................
Recorded Power Line ......... ................. ??-
_ ,-,- ................ ........
Cemetery ......... ^
-
+ Designated Power Line (S.U.E.*) ........... Dam...........
b ..... _
Recorded Telephone Cable ... Sign ...... _ .... o
_ _
.. ................
Designated Telephone Cable (S.U.E.*) -r-r-
Well ........._ ...... _...
. s
o

..,........ ........ ...
..... __.. ..
W
Recorded L?G Telephone Conduit c Small Mine ....... ... _...

.... + _ ....... -s
-rc- .... .
-& Designated U,G Telephone Conduit (S.U.E.*) --tt--rc-- Swimming Pool ... ... __.

E Unknown Utility (S.U.E.*) ......... .
- ...
-run-n,n-
TOPOGRAPHY
Recorded Television Cable ......
_
-n-rr-
Loose Surface .... ._.. ..

. .. ID
Designated Television Cable (S.U.E.*) .....
........ _
-Tv- -TM--
Hard Surface .....

Recorded Fiber Optics Cable ..... ...
.
-FO-FO-
Change in Road Surface

.. b

Designated Fiber Optics Cable (S.U.E.*) __ .
....
... .....................

® .
Exist. Water Meter ........... --ro--Fo- Curb ....................... _ _

.....
UG Test Hole (S.U.E.') . ..,.... O

Z
Right of Way Symbol
... 0 Abandoned According to U?G Record Guard Past

. .
co ......... .
End of Information nM Paved Walk
...._...
., . _ __ .............. Eat
BOUNDARIES & PROPERTIES Bridge _........ ..._. .....
Box Culvert or Tunnel
a State Line
.......... .
-----
Ferry
County Line ... .

_. ® ----- Culvert
Township Line........ ..........
_ ..
.
.
..........._.. Footbridge .... ._.__
0 City Line
_ .. ..... ....
.................. ----- Trail, Footpath ...
Reservation Line

0
Property line ........ Light House
- 0 Property Line Symbol _
__ _ _ ...
f? VEGETATION
Exist. Iron Pin

g Single Tree .... .....
Q

....... ®
Property Comer t
Single Shrub
..
o

Property Monument .....
.. ........... -
+
Hedge

Property Number .... _ __ .
.... ...

Q] Woods Line ...... ...... _ .... ,,., ?.?

Parcel Number ..
_
5 Orchard

V
d

M

Fence Line ................. ineyar
.....
_.._. - _.....
RAILROADS
_ r vwEraRp
---?
D Existing Wetland Boundaries
..........................
--wLa--
Standard Gauge . .
...

®
Proposed Wetland Boundaries .................... ....
@ M?Rd
....................... -ae- RR Signal Milepost ............ .
Existing Endangered Animal Boundaries......... EAa - - Switch Mb= is
Existing Endangered Plant Boundaries ............ ............
--EPe--
1 7000663 1 7 1
i 1
?W
?I
I
PI Sto 17+8550 -L-
A= 39'36' 39a (LT)
D = 10'00'00'

?S L = 396Jr +
T - 206.34'
R=512.96' 20
EIP `
30' RCP
MAJORIE JOHNSON
----? EIP DB 408 PG 73
EIP EIP

,.? % PI5
EIP ti D -
Jr. T.
R•
P1 Sto 37+6627 -L-
0= 3a20'28'QT1
D = r 00' 00'
* L = 334Jr
T = 167J0'
30 35 R = 5,72958'
I
PI Sto 31+66D5 -L-
A= 1' 25' 57' (RT)
D = 0' 30'00'
L = 286.48'
T = 14325'
R = 11,45920'
25
to 24+52.32 -L-
17'2r 47"IRTI
6'30'00'
267J2'
134,59'
881,47'
I
40

PLANS SCALE 1'=100' DESIGN DATA Pl=lcd @y ma HYDRAULICS EYGLYEER DIVISION OF HIGHWAYS
STATE OF NORTH CAROLIYA
ADT DINSION OF HIGHWAYS ROCKLYGILI.N DISTRICT OFFICE
ADT "- SURVEY DATE: PLANS COSIPLETE DATE:
DHV ----- 1-11-1004 R. HEEDDIRIC
SURVEYED BY. RIGHT OF WAY PLANS DATE 4lLNNEEttIHi
Y MPH ROCKINGHAM DISTRICT OFFICE FEDERAL HIGHWAY ADi,=57RATION
DRAWN BY. CONSTRUCTION PLANS DATE. D .a vreov0n ma
A. C. COCHRAN
arrv?rtxs0rvssmv no«msrn.ima n
PLANS SCALE. ]'=100' DESIGN DATA
ADT
_
ADT ---- - ----
DHY = - % - -
TT %
V •- MPH
PlepcfeC By IM
DIVISION OF HIGHWAYS ROCIUNGILLN DISTRICT OFFICE HYDRAULICS ENGLVER STATDMSION OF E OF NORTH CAROLINA
SURVEY DAIS PLANS COSU LETS DALE K r
311-2004
SURVEYED BY. RIGHT OF WAY PLANS DAIS
ROCKINGHAM DISTRICT OFFICE ??V

FEDERAL HIGHWAY ADAIDUSIRATION
DRAWN BY. CONSIRUC270N PLANS DATE _
D+ DESIGN
rr
vreovrD roR
A. C. COCHRAN s?cWirtn un7siov enMnr?r uroa n
S
75
IQ?
r=4* 2.84 -L- i
5' (RT)
00' 39'
80
85
PLANS SCALE 1'=140' DESIGN DATA PftyblGd tic HYDRAULICS ENGINEER DIVISION OF IDGHLVAYS
DIVISION OF HIGHWAYS ROCMGHAAf DISTRICT OFFICE STATE OF NORTH CAROL/ItiA
°T ---- - -- SURVEY DATE. PLANS CO,NPLETE DATE:
DW %
% 3-11-2004 Kam. RR.HEDRIC v
SURVEYED BY. RIGHT OF WAY PLANS DATE.
DT % ROCKINGHAM DISTRICV OFFICE
Y MPH AD RA CHBY.N CONSTRUCTION PLANS DATE: D RR FEDERAL HIGHWAY ADMINISTRATION
Slf ti1R RR s111ROV£D 1
nMS10K ADNI?'lSiRIfiR '??
?i ? •1f i. i ? i?? ??
\ 30001.63 1 .
POTSta-104+4570 -L-
EIP
0-105 +IQ 71
100
PTS1o.8+6OD3 -
PI Sto 8+14.67 -Y -?
+ A= 35'52' 40'rRTP
PI Sro 2+5557 -Y- D = 38' Ir 50'
L = 9393'
A= 40'49'13* QT)
D = 2900' 00' T = 4856'
L = 204JO' ' R = 150.00' 11
T = 106.60'
R = 286.48' 1 1
x II
I? k
N 385856'E EP
-Sort Ab. _---- ` •'?'''-0
P1 Sto 4+9357 -Y-
A= 9503'5r(LT)
D = 7623' 40'
L = 129.67'
T = 879r
R = 75.W
PLANS SCALE 1'=100' DESIGN DATA Pr=rad By the HYDRAUIJCS ENGINEER DIVISION IST ORTH HWAYI S
ADT DIVISION OF HIGHWAYS ROCRINGHAW DISTRICT OFFICE
ADT _ _ _ _ SURVEY DATE PLANS CObIPLEIE DATE:
D
DH -- %- -- 1-11-2004 K. R. IICKK 2
i % SURVEYED BY.- RIGHT OF WAY PLANS DATE O,
y MPH ROCKINGHAM DISTRICT OFFICE FEDERAL 19GHWAY ADAUXISTRATTO,N
DRAWN BY. CONSTRUC77ON PLANS DATE: DRALNAGE
A. C. COCHRAN ?r v R0vc0 roe
trr,E?n p?, XTSTO ,lD 75TR4mx
PIMA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Parks and Recreation
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Lewis R. Ledford, Director
LEE 0 U0 D
DEC 0 1 2004
Division of Water Quality
401 Wetland Unit 0 4 1 9 `a 0
1650 Mail Service Center tJ
Raleigh, North Carolina 27699-1650
OENR - t°JA C
WE R QUALITY
TLti,°r`DSAVD STOR5,rrVATER ER4NCH
Subject: Pre-Construction Notification( PCN) Application Form
Lumber River State Parks- Chalk Banks General Development
Scotland County
Dear Sir:
Please find enclosed is Seven copies of the ( PCN) application form for three culvert crossings
at the Lumber River State Park located in Scotland County. Information for the permits is
enclosed.
Please review at your earliest convenience and if you should have any additional questions,
please call me at 919- 841-4053.
Sincerely;
Alan Jeffreys
Park Engineer. PA T
REC VED
Yorkshire Center, 12700 Bayleaf Church Rd, Raleigh NC 27614-9633 NoOne
rthCarolina
Phone: [phone] • FAX: [phone] • Internet: vwvw.ncsparks.net ?atura!!t?
An Equal Opportunity 0 Affirmative Action Employer - 50 % Recycled 0 10 % Post Consumer Paper
DENR-OC2
11097
0
M

ENTRY TYPE:
N
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URNALVOUCHERE

ASH TRANSFER
M
0 BUDGET CREATION
ENCUM13RANCE ADJFj
Lomimri-MENTAD.1

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JUSTIFICATION:
w?•?aa..r• Yv¦f)1V ?Nv• a • Ivw 9.Af %011
i{LVV{l \V LV
JOURNAL ADJUSTMENT CODE SHEET Pale of
DOCUMENT ID: BATCH TOTAL: $
BUDGET CODE:
APP CODE: m DEPOSIT NO. Z'
TOTAL DEBITS: $ =r
b- r
GL EFFECTIVE DATE: -r- TOTAL CREDITS $ rJ Al 60 CZ) m
(current mmnth) ?' zzy C M
DATA TYPE CODE: C:) CLOSED PERIOD ADJUSTMENT: r
V ?a D
DR LINE CC q °
ACCOUNT CENTER AMOUNT R DESCRIPTION u o
4 '75 .9
Prepared by:
Approved by;
1
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in the preparers divisbon. Every kne must be valid and funds must be available prior to submitting the'entry to be keyed. Combine sim0w Company. Account, and Centers on
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in the preparer's division. Every line must be valid and fiords must be avaitabte prior bo submilling tlte'enlty to be keyed. Combine similar Company. Account, and Centers an
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^Hold Date Release Date "Uravaitabre Fundls Overdde Approval Entered By: Date
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SONd-113M-OMQ:3WdN 2689221656:-131 SS:tT 03M b002-Z-930
REFERENCE # 999-_ _,••• _
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REQUEST FOR TRANSFER OF FUNDS BETWEEN
BUDGET CODES
DATE
Please transfer funds between the budget codes indicated Mow:
From: To:
Budget Code: U r
Amount:
Signature:
Controller, DENR
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North Carolina Department of Environment and Natural Resources
Division of Parks and Recreation
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX TRANSMISSION
DATE: I d _ / --eJ !f - --
TO: DENRJDWQ 401 Wetlands Unit
FAX NUMBER: 733-6893
SUBJECT: 401 Water Quality Permit
TOTAL PAGES:
Dear Sirs:
Lewis R. Ledford, Director
Since we are in the same department we do not write checks to each other, so therefore, please
accept the attached journal adjustment code sheet as payment in full for the requested renewals.
This paperwork has been submitted to the DENR Controller's Office as of today's date. You
may wish to forward a copy of this to your budget officer. If questions, please do not hesitate to
call.
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Thank you, a
Tammy L. odd
Budget Officer
/enclosure
cc: DENR Controller's Office
1615 Mail Service Center, Raleigh, North Carolina 27699-1615 One Cc'iC01]I121
Phone: [phone] - FAX: [phone] • Internet: www.ncsparks.net ?urall
An Equal Opportunity • Affirmative Action Employer-50 % Rn plad -10% Post Consumer Paper ll
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12/01/2004 14:00 9198706843 YORKSHIRE PAGE 01
NC Division of Parks and Recreation
12700 Bayleaf Church Road
Raleich, NC 27614«9633
Telepkone; 919-846-9991
Fax. [phone]
FAX 'T'RANSMISSION COVER SHEET
TO: ? mm ?dtt DATE, 12-1110(4
FROM: i Un
REF:
y03/G/
4D?a
YOU SHOULD RECEIVE .3.` PAGER JNCLVDING THIS COVER SHEET. IF YOU DO NOT
RECEIVE ALL THE PACER, PLEASE CALL 919.846-9991.
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Special Instructions: For Your Information
Confidential
As Requested
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Office Use Only: 1 2004 Form Version May 2002
D D R -11d TrR URLITY 041930
USACE Action ID No. tivEruuRrsA;l sTVR"4ATERBRRrH DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit r,,? ?Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification L/
2. Nationwide, Regional or General Permit Number(s) Requested: Nation wide 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 (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 lv?,;? ,+r-r
P' r f tr ?I ,, i
1. Owner/Applicant Information
Name:NCDEPARTMENTOFENVIRONMENT &NATURAL RESOURCES/DIVISON
PARKS AND RECREATION
Mailing Address:Alan Jeffreys-Park Engineer
N.C. Division Of Parks and Recreation
12700 Bayleaf Church Road
Raleigh North Carolina 27614
Telephone Number: 919-841-4053 Fax Number: 919-870-6843
E-mail Address: alan.jeffreys(7a,ncmail.net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Page 5 of 13
J,
Telephone Number: Fax Number:
E-mail Address:
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: Lumber River/Chalk Banks General Development
2. T.I.P. Project Number or State Project Number (NCDOT Only): 30001.63
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Scotland Nearest Town: Wagram
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Approx. one mile Northeast of
Wagram off of US401 near Hoke County line.
5. Site coordinates, if available (UTM or Lat/Long): N 34^ 54' W 79^21'
(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): N/A
7. Nearest body of water (stream/river/sound/ocean/lake): Lumber River
8. River Basin: Lumber River Basin
(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: Rural Area- Lumber River State Park at Chalk Banks
Page 6 of 13
t_
10. Describe the overall project in detail, including the type of equipment to be used:
Construction for proposed access road for Lumber River State Park/Chalk Banks Access
Area. Equipment used is track-loader, track-hoe,back-hoe, and grader. The access road is
Oprox. 2.2 miles in length that follows and existing logging road.
11. Explain the purpose of the proposed work: To provide a public two lane gravel road for the
park visitor and park staff to use for picnicking fishing boating, camping and etc.
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.
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
Page 7 of 13
1
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The project will consist of
replacing or realigning existing concrete culverts with new piping. The existing, small stream
flows will be changed tempoM until pipe culverts can be installed. Erosions measures will
be in place before pipe is installed. Please see the attached plans.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
Indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
None

* 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:/h,,wvw.fema.,izov.
*** 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 map)
Type of Impact* Length of
Impact
(Linear
feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
No. I( see Map) Perm. Pipe repl. 117 UT of Lumber River 1-3 I
No.2 (See Map) Perm.pipe add. 20 UT of Lumber River 1-3 I
No.3 (See Map) Perm. Pipe add 111 UT of Lumber River 1-3 I

Page 8 of 13

* 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.us?4s.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 2481. ft.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
None

* 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., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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.
NA
Page 9 of 13
t ,
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://l12o.enr.state.ne.us/ncwetlands/strmgide.litml.
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.
NA
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.htni. If use of
Page 10 of 13
r ,
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
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 X? 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 X?
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?
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 )?
Yes ? No X ? If you answered "yes", provide the following
information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* impact Multiplier Required
Page I 1 of 13

(square feet Mitigation
1 3
2 1.5
Total
Lone 1 extends out .3U teet perpendicular from near bank of Channel; Lone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Neither the current impervious cover nor the new nronosed cover( gravel road bed) will exceed
30% of the total site area. Erosion control devices appropriate to the site will be utilized on this
project which may include silt fences, check dams and storm water retaining basins.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
NA
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ? X
Is this an after-the-fact permit application?
Yes ? No ? X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
Page 12 of 13

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).
11-3 6- o
Applies t/A01#'s Sygnature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
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Name: WAGRAM
Date: 10/15/2004
Scale: 1 inch equals 1333 feet
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Location: 034° 54'36.0" N 079° 21'11.3" W
Caption: Proposed Lumber River Chalk Banks State Park
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ROADS & RELATED ITEMS
Edge of Pavement ...................... _ ............. MINOR
Curb ....... ...... .... ..... ..... ......... .................... Head & End Wall
Prop. Slope Stakes Cut ........ _ ...................... _ _ _ 9--- - Pipe Culvert ..............
Prop. Slope Stakes Fill ...__ ....................... Footbridge............ .
Prop. Woven Wire Fence ............................... --e6- Drainage Boxes ..........
Prop. Chain Link Fence .............................. _ 8-_-R Paved Ditch Gutter ..
Prop. Barbed Wire Fence -?
Prop. Wheelchair Ramp ....,, . © UTILITIES
BUILDINGS & OTHER CULTURE
Recorded Water Line . . . . . . .. . . .. . . .. . . . . ........... -•---•- Buildings ........................................................
..•........ c,,c Designated Water Line (S.U.E.') ................... Foundations..................................................... I f l
... Sanitary Sewer ......... ....... ....... ................... Area Outline -ss-ss- ..... .
.......... > - ____--c Recorded Sanitary Sewer Force Main . ...... -iss-rss- Gate .......................... .. ..... !.
.......... CB Designated Sanitary Sewer Force Main(S.U.E.')-?ss-rss - Gas Pump Vent or ULG Tank Cap
............ ----- Recorded Gas Line .................................... ??- Church ............. ...................... ..... . ........
Designated Gas Line (S.U.E.') ...................... School ......... ...... ........ ........ ............. .... ._. f?
St Sew Park .............. -

Exist. Guardrail
...........................

.. Exist. Pole .. . . . . . . . . . . .... ..... ... . . . .. . ..... . . . . . . . . . . . .... . arm ar ...................................................

Recorded Power Line ................................... -s-s-

___,-?-

Cemetery ........ .................. ....................... -

t J
Prop. Guardrail ......................................... .. Designated Power Line (S.U.E.')
. Dam ................................................... ...
Equality Symbol
B Prop. Power Pole .......................................... . b .....
.............
Recorded Telephone Cable _
T ..........
Sign ........................ ................ .... o
S

Pavement Removal Exist. Telephone Pole .. . . . . . .. . ... . . .. .

""
. ... ..... ...... ..
?
Designated Telephone Cable S U.E.'
-
-
-

Well ....... _ ...................... ....................

.... 0
Prop. Telephone Pole ................................... . -a-
Recorded U•G Telephone Conduit
.
....
.. _T_ _T_ _
T
? Small Mine
" '
RIGHT OF WAY Exist. Joint Use Polo
............
.
. .. .
.
. -
C-
C-
.................
..
. Designated US Telephone Conduit (S.U.E.') _ _TC--TC- - Swimming Pool ...
...................................
. .
Baseline Control Point ................................. . 0 Prop. Joint Use Pole .................................... . Unknown Utility (S.U.E.') ........................ -TUTL-,uTL-
TOPOGRAPHY
Existing Right of Way Marker ...................... .... Q Telephone Pedestal ............. _............... ...... . E Recorded Television Cable ....................
-yv-Ty-
Loose Surface
Exist. Right of Way Line wMarker ............... .... -?_-_ Cable TV Pedestal .................................... . © Designated Television Cable (S.U.E.') .......... __TV__TV-- Hard Surface
.
Prop. Right of Way Line with Proposed Hydrant ................................................ C Recorded Fiber Optics Cable
• •• •. -ro-ro- . . .
Change in Road Surface
...............
.. .....................
R.fW Marker (Iron Pin & Cap)
................ ... Satellite Dish ................................................ ..
21
Designated Fiber Optics Cable (S.U.E.') .....
Curb
.
.
.
Prop. Right of Way Line with Proposed Exist. Water Valve . . .... . . .. . . . . . . . . . . . .. . . ... .. . . . . . .. . . . 0 Exist. Water Meter ....................................... 0 ................ ....................... ........
.
.

(Concrete or Granite) RW Marker .............
.... ?-
Sewer Clean Out .................... ................. ..
. O
LkG Test Hole (S.U.E.') ......................
............ Right of Way Symbol

Exist. Control of Access Line ........................
.... --------
Power Manhole ................................._........
.
Abandoned According to LAG Record...._.....
sTTUT Guard Post ....... ........ ..:..... ........... _ ...... .. o;P

Prop. Control of Access Line ...................... _
...
Telephone Booth ....................... .

m
End of Information ...................................

E.D.L Paved Walk
...................._... _.............. _______
...
W Bridge
Exist. Easement Line .................................. .... Water Manhole ......................................... .. 0 BOUNDARIES & PROPERTIES
Box Culvert or Tunnel
`---------'
Prop. Temp. Construction Easement Line .... .... _E Light Pole ...................... a State Line ' --------
Prop. Temp. Drainage Easement Line ........ ... -,Cc- H-Frame Pale ................ .... ......................... . ?-? County Line
Prop. Perm. Drainage Easement Line ...... ... -KX - Power Line Tower ..................................... .. ® .................
Township Lino Culvert
...............
.............................
-------
Footbridge ........................ . . ... .. _ _ . . . . . . . . . .
. . . . . .........•.........•.
HYDROLOGY Pole with Base ............................................. . 0 City Lino
................................ _........ ...
-----
Trail, Footpath
............................. . :•
Stream or Bo
Body of Water . . . . . . .. . ... . . . . . . . . . . . .
.. Gas Volvo ............................ _ ................... .. 0 Reservation Line
......_............. _..
- - - - - - -

Flow Arrow
Gas Meter ......... .......... .. .....

Property line ................. Light House
................... _......... ... VAV
......... ....

Disappearing Stream ... ... ..... .......... _.._... j

...

Telephone Manhole __ ... ..... ....

. 0

Property Line Symbol ..... .

f
VEGETATION

Spring . _ _ .

?
Power Transformer .......

Ed

Exist. Iron Pin
_

4 Single Tree ... ..... ...... ..........

i
l
b
h 0

Swamp Marsh . .....
.
41
Sanitary Sewer Manhole ......
.
Property Comer ..... ....... .. ... ....... t
--+ ru
.._._ .. ... _ .. .....
S
ng
e S o
.
.... ... ......
Shoreline ................................................ ...
...
Storm Sewer Manhole .. .. . . . . . . . . . . . . . . . . . . . ..... ..
.. Os
Property Monument ....... ............ .... ...... Hedge ... ........ ..................... ..... ... .r r

Falls, Rapids ............ ............. .. - - - - - - -
_. _..?.._.._
Tank; Water, Gas, Oil .....
..
. O
Property Number
R3 Woods Line........................... .?.•.,,.?,

Prop Lateral, Tail, Head Ditches ...., .., .

.

Water Tank With Legs .. .. ....

.
... ......... _ _. ._ .
Parcel Number ..........................
...........

O Orchard .........._......

V
ard 00000

0
r-

'-"°

Traffic Signal Junction Box __ ..

. m

Fence Line .....................................................

-x-x-x-
........................ . _ -
_ . .
iney
RAILROADS wErutp f

` ---
SMUCTURES
MAJOR
Fiber Optic Splice Box ...............
p
Existing Wetland Boundaries.......................... ." & TSB?
--WLB--
Standard Gauge ............................
.....

.... . . . . . . .. ... ...
. . .
colic
C
Television or Radio Tower ....... ....._.......
.. ®
Proposed Wetland Boundaries .......................
-ne-
RR Signal Milepost
_ . . .

.?mr a
Bride Win Wall, Head Wall
9 9 Utility Power Line Connects to Traffic
Signal Lines Cut Into the Pavement Existing Endangered Animal Boundaries.........
-- c?B--
Switch ....................................... _ _.......
....
p
and End Wall ..................................... ... ,CONC r.? ............... . - s-,? Existing Endangered Plant Boundaries ............ EPe-- ,.a

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL SYMBOLS
11 ? ? J
NCGS 'OLD ROAD' \
N 418040.522 FT US (GRID) ,
\ \ E 1892995.246 FT US (GRID) \ \
R. R. CARPENTER
\ DB I4G PG 21T
\ P1 S1o 1+78.45 -L-
A= 4529' 24' (RT)
D=20'WW /
\ L = 247.45'
T = 132.04'
.k
N 2455' 13' W R = 286.48' x
s? R. R. CARPENTER
? DB 14G PG 21T
1
1 1
1 1
1 1
1
1
1 1
11
11
PLANS SCALE--1'=100' DESIGN DATA
ADT -
ADT ---- - ---------
D = -- %
T -- %
V -- MPH
b 1
1\
11 /0
PK? - - -
NAIL
GATE ~
EIP
EIP
MAJORIE JOHNSON
DB 408 PG 73

25
W I
Q /
1
PI Sta 17+8550 -L-
A
= 39' 36' 39' (LT)
?. X D = !700'00'
L = 3960 +
-"
T = 206.34'
R = 57296' "' --?
ESP P1 Sto 24+5232 -L-
'
EIP (RT)
112r 47
. ?. D - 630'00'
30' RC.? L = 267,12
T = 13459'
MAJORIE JOHNSON R - 881.47'
EIP DB 408 PG 73
EIP EIP
I
P1 Sto 37+6627 -L-
0= 3'20' 286 U)
D = r00" 00'
L = 3340
T = 167!0'
R = 5,72958'
30
P1 Sto 31+66A5 -L-
o= r25'57'1RT1
D = 0'30'00'
L = 286.48'
T = 14325'
R = 11,45920'
PLANS SCALE. 1'=100' DESIGN DATA
ADT ---- - ---------
ADT ---- _ ---------
DHV = -- %
D %
T -- %
V = •- MPH
A.
35
PreXred & flu
DMSION OF HIGHWAYS ROCRINGlL4M DISTRICT OFFICE
RIGHT OF WAY PLANS DATE
OFFICE
CONSTRUCTION PLANS DATE--
K. R. ICK
D .SIG
1
1
40
I
GHIV

65
i
P/ S
D=
L=
T -
R
to 61+46.06 -L-
56'39' 30' lRT1
15'30' 00'
365-W
19893'
369.65
GRID
75 80 85
r _ - - -
- -------- -----
------ ----- ------------------------------
P/ Sto 16+22.84 -L- -----
A= 1'31125'1RT1
D = 4'00' 00'
L = 19059'
+T=95.44'
R = 1.432.39'
PF AXrP VrA r. ?._ .

Urau;N DATA
Prelorea @y MS
ADT DIVISION OF HIGHWAYS ROCKWGHAM DISTRICT OFFICE
DHV = __ -i? ------ SURVEY DALE:
D - % 3-11-2004 PUNS COMPLETE DAZE
T K. R. EDRICK
V = MPH ROCKIN HAIp STRICT OFFICE RIGHT OF WAY PLANS DATE
DRAWN BY.•
A. C.000HRAN CONSTRUCTION PLANS DATE D
T k
A f
1
I? 1
90
PI Sto 92+10.05 -L-
o= 1244W (LT)
D = 10'00'00'
L = 127.36'
T = 63.94'
R = 572.96'
95
PLANS SCALE: 1"=100' DESIGN DAZA Pr=red 8y Ite HYDRAULLCS ENGINEER STATE OF NORTH DIV7SION OF HIGHWAYS
AOT DIVISION OF HIGHWAYS ROCMGHAM DISTRICT OFFICE
ADT ---- a --------- SURVEY DAZE PLANS C0.WPL.ETE DATE:
DHV e - % 3-11-2004 K. R. HEDRICK
SURVEYED BY. RIGHT OF WAY PLANS DATE ON
V MPH ROCKINGHAM DISTRICT OFFICE P-E FEDERAL HIGHWAY ADMLWSZRATION
K DRAWN BY. CONSZRUCHON PLANS DATE: DRAINAGE DESIGN
rE ?rrosm roR
A. C. COCHRAN smx4rL o ?sioK ?MnrsrxsroA DArH

L = 129,67'
T = 8191'
R = 75.W
PLANS SCALE-- ]"=100' DESIGN DATA PreWed By lA!
STATE OF NORTH CAROLINA
ADT DIVISION OF HIGHB'AYS R0CIQNGl&4M DISTRICT OFFICE
ADT ----% SURVEY DATE- PLANS C0,'HPLETE DATE ?Py
D n ::
O'S in P,
---- 3-11-2004-DP.IhFCri
SDESIGN
URVEYED BY: RIG1iT OF WAY PLANS DATE-- kFURTATI
V MPH ROCKINGHAM DISTRICT OFFICE
DRAWN BY. CONSTRUCTION PLANS DATE: DRALVAGE /
A. C. COCHRAN
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
SCOTLAND COUNTY
LOCATION. LUMBER RIVER STATE PARK
(CHALK BANKS RD.) - SPRING-HILL T H ASP.
TYPE OF WORK. PROPOSED PIPE REPLACEMENTS
& EXTENSIONS
SURVEY_
AREA
j 1403
I
?l
I
I
. 1
.42
I
i
it
PLANS DAZE
R-T3-1004
SURMB BY.
ROMNGHN DISTRICT OFFICE
DRAWN BY.,
A.C. COCHRAN
r?
L
r?l
ao1 `.` ?
J
Z
1
)O
,l0
`~J W
Y
C?
1407
/ \ o
1400, \
t
1403 \
1406 // ?URi U M ao y WA RAM /
/ Rc POP. 88 r`
/ AND • u
l `
\c\y 0ou <
\ 401 ?t?0A0 \
\ <q> e9
.43 \ 12
/
1403
DIMION OF HIGHWAYS Rom mm DISTRICT OFT'TCE
RIGHT OF WAY PLANS DAZE I K R HEDRICK II SCOTI.ED COUNTY
CHALK BANKS RD.
GUNSTNUGTION PLANS DATE I MME DESIGN
r

GRAPHIC SCALES
20 20 4
momm, J-.0,00
PLANS
EXISTING PLAN

PrWed 8 fhe
DIVISION Of NOWAYS ROC[07VGBAM DISTRICT OFFICE
PLANS DAM-
W3-20U
SUR{'EYED BY:
ROOM mw offla
DRAWN BY:
A.C. COCHRM
NGET Of WAY PLANS DAZE
CONSTRUCTION PLANS DAM
GENERAL DRAWING
30A REINFORCED CONCRETE PIPE REPLACEMENT
L R HEDRla PD'E NO.1
fkaw SCOTLAND COEM - CHALK BANKS RD.
DRAINAGE DESIGN ?E POTSIm 14+65
PRnPn.CF.T) PT-AV
I r
OPTION 'B'
r STONE BERM WITH FABRIC COVER
TEMPORARY DIVERSION
? FABRIC LINED CHANNEL
BERM DETAIL
FILTER FABRIC
PIN ABC' STONE.:.. -FLOW
BERM
DIVERSION DETAIL
PIN
FILTER
FABRIC LINER
OPTION 'A'
NOTES.
1.) CONSTRUCT TEMPORARY DIVERSION CHANNEL
2.) INSTALL TEMPORARY STONE BERMS AND
OPEN TEMPORARY DIVERSION CHANNEL
3.) PUMP CONTAINED AREA TO SILT BAG.
4.) REMOVE EXISTING 30" RCP
S.) INSTALL PIPE AND BACKFILL
6.) REMOVE STONE BERMS
7.) FILL IN DIVERSION CHANNEL
J
STONE BERM WITH FABRIC COVER
OPTION 'B'
NOT TO SCALE
NOTES:
1.) INSTALL TEMPORARY BERMS, DIVERT STREAM
FLOW BY PUMPING WATER AROUND
WORK AREA.
2.) PUMP CONTAINED AREA TO SILT BAG.
3.) INSTALL PIPE AND BACKFILL
4.) REMOVE TEMPORARY DIVERSION DEVICES
b
Pr4wed 4 the
DMSION OF EIGHFUS ROCRB OM DISTRICT OFFICE
PLANS DAID
8-13-1004
SURVEYED BY.
ROMNGHAM DISTMa OFFICE
DRAWN BY.:
AC COCHRAN
RIGHT OF WAY PLANS DATE I K R HEDRICK
LONSTKULTION PLANS DATE: I ?a
DRAA69GE DESIGN
DIVERSION & EROSION CONTROL
30" REINFORCED CONCRETE PIPE REPLACEMENT
PIPE NO.1
SCOTLAND COUNTY - CHALK BANKS RD.
POTSTa 14+65
3 Of 3
i
Z
:z 36" RCP
'vCROSS SECTION
I
1 I
1 rr?
STREAM IMPACTS
TEMPORARY DIVERSION= 100'
PIPE LENGTH=60'
LENGTH OF EXISTING PIPE=43'
NET IMPACT
160'-43'= 1 17'
1 1
t
U-
PLAN
NOT TO SCALE
PrWed 4 fte
DMHON OF WGUAYS ROCRINGIIAM DISTRICT OFFICE
PUNS DAZE
8-23-14 RIM OF WAY PUNS DATE K ! HEDRICK
SURVEYED BY.
ROCPNGHW Una OEACE CONSTRUCTION PUNS DATE ?E
DRAWN BY• DRAINAGE DESIGN
A.C. COCHRAN
SITE PLAN
30" REINFORCED CONCRETE PIPE REPLACEMENT
PIPE NO.1
SCOTLAND COUNTY - CHALK BANKS RD.
POTSta l4+9 11
L iLLi v Z-2.1 l VL IV
t L w ? i
4EET W
IOF3
EXTEND EXISTING 42' CMP 20' 42' UP 45
----------------------- II---------------------------------
- ------------------------ I----------------------------------
P1 I ?
Sto 43+66.53 -L-
.? A= P 54' 33' lRT1
D = 0' 45' 00'
`r L = 25455'
T = 127.29'
R = 7,639.44'
-CL
PROPOSED PLAN
42' UP
45
-----------------------it------------------------------- --
- ------------------------ I----------------------------------
P1
Sto 43+66.53 -L-
A= i' 54 33' lRT1
D = 9 45' 00'
L = 25455'
T = 127.29'

R = rn
7,639.44'
GRAPHIC SCALES
so 1 4 20 ap
PLANS
EXISTING PLAN
Prepared B tte
DMSION OF JUGIIWAYS ROCRI EAM DISTRICT OFFICE
PLANS DATE RIGBT OF WAY PLANS DATE L R HEDRICI(
?T?2004
SURVEYED BY.'
ROCMNGHAM DISTRICT OFRCE CONSTRUCTION PLANS DATE
DRAWN BY. DRAINAGE DESIGN ?a
'
K COCHRAN
¦VV • ffw?
GENERAL DRAWING
42" CORRUGATED METAL PIPE EXTENSION
PIPE NO.2
SCOTLAND COUNTY - CHALK BANKS RD.
NO& 43+49
T - 1 T
BERM DETAIL
FILTER FABRIC
PIN ABC STONE, .:. ~-FLOW
..'.BERM-
EXISTING STREAM DETAIL
4' -1
• STONE BERM WITH FABRIC COVER
I
I
Y I I \?
1
J
l
STONE BERM WITH FABRIC COVER
NOTES:
L) INSTALL TEMPORARY BERMS, DIVERT STREAM
FLOW BY PUMPING WATER AROUND
WORK AREA.
Z) PUMP CONTAINED AREA TO SILT BAG.
3.) INSTALL PIPE AND BACICFILL
4.) REMOVE TEMPORARY EROSION DEVICES
NOT TO SCALE N_
.t
Preprea By Ike
DNXON OF HLGHWAYS ROCRAIGHAM DISIECT OFFICE EROSION CONTROL
PLANS DATE 42" CORRUGATED METAL PIPE REPLACEMENT
8-23-2004 RIGHT OF WAY PLANS DATE I C HEDRICK PIPE NO.2
SURMID BY. SCOTLAND COUNTY - CHALK BANKS RD.
ROCKIN H
DRAWN DM OFACE CONSTRUMON PLANS DATE D?? DESIGN u POCSta. 43+49
AC COCHRAN
T 1i 1
1 30001.63 1 3 Of 3 1
Z
ZZ 42" CMP
STREAM BED
CROSS SECTION D'' ELEVATION
j i
1 I
I
I
I
I
I
I
I
I
I
i?•I I\?
1 I
1 I
I
PLAN
I NOT TO SCALE
Preared B N
DMSION OF HIGHWAYS ROCI®VGHM DISTRICT OFFICE
PIdNS DU
8-1 1004 RIGHT OF WAY PUNS DAIS K R. HEDRICK
SURVEYED BY.
ROCMNGHAhI DISTRICT OFFICE CONSTRUCTION PLw DATE; ra
DRAWN BY.• DRAAGMGE DESIGN
AC. COCHRAN
STREAM IMPACTS
PIPE LENGTH=20'
LENGTH OF EXISTING PIPE=36'
NET IMPACT
20'
SITE PLAN
42" CORRUGATED METAL PIPE REPLACEMENT
PIPE NO.2
SCOTLAND COUNTY - CHALK BANKS RD. .
POCSta 43+49
r ? r
P1 Sto 54+29J6 -L -
A= 63' 58' 58' (LT)
D = 22'00' W
L = 2910.84'
T = 162.69'
(f FLOW R = 260.44' S5
,
,
,
TEMPORARY DIVERSION CHANNEL ,? ,
WITH 95' OF TRAPEZOIDAL CHANNEL ?? ??
\
Ile
,
r
r
/
\ \ r r r
PROPOSED PLAN ?
PI Sto 54+29.16 -L-
A = 63' 58'58* QT)
D = 22' 00'0(7
L = 2910.84'
T = 162.69'
R = 260.44' 55
,
,
30' RCP
/
\\ rrr
GRAPHIC SCALES
zo , Q z. 4p EXISTING PLAN low PLANS
N0,1
Prepared 4 tle
DMSION OF HIGHWAYS ROCRA'GHM DISTRICT OFFICE
PLANS DATE
8.23-2DU
SURVEYED BY.
ROCENGHAM OISiRICI OFHCE
DRAWN BY.
A.C. COCHRAN
RIGHT OF WAY PLOYS DAIS
CONSTRUCTION PLANS DATE
? KRHE
DRALVAGE DESIGN A
GENERAL DRA WING
30" REINFORCED CONCRETE PIPE
PIPE NO.3
SCOTLAND COUNTY - CHALK
POCSIm S3+Z6
REPLACEMENT
BANKS RD.

OPTION 'B'
STONE BERM WITH FABRIC COVER
TEMPORARY DIVERSION
r? FABRIC LINED CHANNEL
I
I?
2 OF 3
BERM DETAIL
FILTER FABRIC
PIN ABC'•STONE.-.:. ~-FLOW
l ...BERM--
DIVERSION DETAIL
PIN
FILTER
FABRIC LINER
/.5'
OPTION 'A'
NOTES.
1.) CONSTRUCT TEMPORARY DIVERSION CHANNEL
2.) INSTALL TEMPORARY STONE BERMS AND
OPEN TEMPORARY DIVERSION CHANNEL
3.) PUMP CONTAINED AREA TO SILT BAG.
4.) REMOVE EXISTING 30" RCP
S.) INSTALL PIPE AND BACICFILL
6.) REMOVE STONE BERMS
7.) FILL IN DIVERSION CHANNEL
STONE BERM WITH FABRIC COVER
OPTION
NOTES.
1.) INSTALL TEMPORARY BERMS, DIVERT STREAM
FLOW BY PUMPING WATER AROUND
WORK AREA.
2.) PUMP CONTAINED AREA TO SILT BAG.
3.) INSTALL PIPE AND BACKFILL.
4.) REMOVE TEMPORARY DIVERSION DEVICES
NOT TO SCALE
Prepared 4 the
DMSION OF HIGHWAYS ROCRINGHAM DISTRICT 0MCB
PISS DU
8-13-2001 t?6 RIGHT OF WAY PLW DATE R. HED? RICK
T EfVWNF:?R
SDRnm BY.
ROCKINGHW DM OEFICE CONSTRUCTION PIANS am ra
DRAWN BY DRMGE DESIGN
A.C. COCHRAN
DIVERSION & EROSION CONTROL
30" REINFORCED CONCRETE PIPE REPLACEMENT
PIPE NO.3
SCOTLAND COUNTY - CHALK BANKS RD.
POCSta. 53+26
I o
?I
1
X
PROJECT REFERENCE NO. SHEET NO.
OF 3
CHALK BANKS RD.
j
Z
36" RCP
STREAM BED
CROSS SECTION
1 0.6" ELEVATION

I
STREAM IMPACTS
TEMPORARY DIVERSION=95'
PIPE LENGTH=60'
LENGTH OF EXISTING PIPE=44'
U

NET IMPACT
155'-44'= 1 1 1'
I
I
1
t

PLAN
NOT TO SCALE

PrWe>I By tte
DIVISION OF NG9WAYS ROCRTNG9dM DISTRICT OFFICE
SWIRrAITUT SITE PLAN
PLWS DATE 30" REINFORCED CONCRETE PIPE REPLACEMENT
2DU RIG9T OF WAY PLWS DATE
8
23 u
WM6 PIPE NO
3
-
-
suRVEYm BY. M .
RICHMOND COUNTY - CHALK BANKS RD

ROCMNGF M
D
15 O OFFICE CONSTRUCTION PLANS DATE
ra .
?
B DRAEYAGE DESIGN POCSta 53+26
A.C. COCHRAN